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HomeMy WebLinkAboutPermit L03-051 - TUKWILA SCHOOL DISTRICT - ADMINISTRATION OFFICES CONDITIONAL USE PERMITADMIN OFFICES /TUKWILA SCHOOL DISTRICT Y6 S 144 STREET L03 -051 City of Tukwila Department of Community Development Steve Lancaster, Director TO: Craig McClelland, Applicant King County Assessor, Accounting Division October 24, 2003 NOTICE OF DECISION This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. 6300 Southcenter Boulevard, Suite #100 I. PROJECT INFORMATION Project File Number: L03 -051 Applicant: Craig McClelland for Tukwila School District Type of Permit Applied for: Conditional Use Permit Project Description: Construction of 7,700 square feet school administration building. Location: 4640 South 144 Street Comprehensive Plan Designation/Zoning District: LDR DECISION 1 Steven M. Mullet, Mayor SEPA Determination: The City SEPA Responsible Official has determined that the project, as proposed, does not create a probable significant environmental - impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The City's Planning Commission has determined that the application to construct 7,700 square feet school administration does comply with applicable City code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following condition: The proposed air conditioning units must be relocated to a different location to minimize the noise impact to the adjoining residential uses on the east side. The location with the least noise impact shall be selected. Prior to the issuance of construction permit, applicant shall provide a noise report prepared by a qualified acoustical engineer that shall analyze the noise associated with air condensing units and mechanical louvers and it shall document that the equipment meets the city's noise ordinance. • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. z ~w re m 00 CD ILI J = H U) u_ The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials ill O shall be submitted to the Department of Community Development. Appeal materials MUST include: 2 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, = d association or other group, the address and phone number of a contact person authorized to receive E' _ notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. z 0 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in n m the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief m 0 sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. On H w W I HP. The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the z based on the testimony and documentary evidence presented at the open record hearing conducted by the v co Planning Commission. The City Council decision on the appeal is the City's final decision. P H z One administrative appeal to the City Council of the Planning Commission Decision is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Planning Commission decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by November 7, 2003. V. APPEAL HEARINGS PROCESS Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206 -431 -3685 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila 2 z �. NOTIFICATION: City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE PLANNING COMMISSION PREPARED OCTOBER 14, 2003. HEARING DATE: October 23, 2003 On September 23, 2003, Notice of Application was posted on site and mailed to surrounding property owners and occupants. Notice of Hearing was mailed and posted on October 9, 2003. It was also published in the Seattle Times on October 10, 2003. FILE NUMBER: L03 -051- Conditional Use Permit APPLICANT: Craig McClelland for Tukwila School District OWNER: Tukwila School District REQUEST: Conditional Use Permit approval for the construction of a 7,700 square feet school administration building. LOCATION: 4640 South 144 Street, Tukwila. ASSOCIATED PERMITS: SEPA Miscellaneous Permit SEPA DETERMINATION: DNS ZONING & COMPREHENSIVE PLAN DESIGNATION: Low Density Residential (LDR) STAFF: Minnie Dhaliwal ATTACHMENTS: A. Plans: Colored Elevations, Landscape Plan, Site Plan, Floor Plan and Elevations. B. Applicant's response to conditional use criteria. C. SEPA Determination of Non - Significance D. Materials and Colors board (presented at the hearing) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 FINDINGS Vicinity /Site Information Project Description Existing Development The proposal is to construct 7,700 square feet school administration building on the same campus as Showalter Middle School. The existing one story concrete block building and the portable that was used for administration offices for the last 30 years has been recently demolished and removed from the site and the new proposed building will be constructed at the same location. The new proposed building is slightly larger than the existing building and is a one story brick veneer building with sloping roof form. No changes are proposed to the parking area that is used by the Middle School and the administration building. Other site improvements proposed include landscaping and providing pedestrian connections. The entire subject site consists of the existing Foster High School and Showalter Middle School along with the associated play fields. The subject site where the new building is proposed is zoned Low Density Residential (LDR). Some portions of the site that have play fields are zoned Low Density Residential with Public Recreational Overlay. Surrounding Land Uses All adjoining properties are zoned Low Density Residential (LDR). There are residential homes on the east of the proposed building. Also, there is residential development on the south side of 144 Street. The entire subject site extends all the way to 42n Avenue South and includes the Middle and High School campuses. The non - residential development in the vicinity of the subject site (besides the schools) includes Tukwila Pool, Fire Station and King County Library. 2 CONDITIONAL USE CRITERIA The proposed project must comply with criteria detailed in TMC 18.64.050, (1 -5), concerning Conditional Use Permits. Applicant's response to conditional use criteria is attached to this staff z report as Attachment B. Staff makes the following findings under the city's Conditional Use Permit criteria (TMC 18.64.050): w JU U U U LIJ J = U) LL ui 2 J u. ¢ = a I- _. z �. � Z I- LL! • o O • C (2) The proposed use shall meet or exceed the performance standards that are required = w in the district it will occupy. I- u w z U- 0 ▪ H O (1) The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity of the proposed use or in the district in which the subject property is situated. The proposed building is a one story brick veneer building with standing seam metal pitched roof. The applicant has included site plan; colored elevations and landscape plans to show that the proposed building is compatible in scale and choice of materials with the surrounding improvements. See attachment A. The subject site is zoned LDR and is proposed on the High and Middle School campus. The proposed use will not change from the existing use. The Development Standards for uses in the LDR zone are: Maximum height: 30' Setbacks: Front: 20' Side: 5' Rear: 10' The ridge of the proposed building is approximately 25 feet. As proposed the project meets all setback requirements. No changes are proposed to the parking area. There are 111 existing parking stalls that have been shared by the Middle School and the administration building. The parking requirement for schools is 1.5 times the number of employees and for office buildings it is 3 spaces for 1000 square feet of the usable floor area. Per the applicant there are 50 employees of the Middle School and thus 75 spaces are required for the school. The total number of parking spaces required for the proposed 7,700 square feet proposed office building are 24. Thus the total number of parking spaces required for the school and the administration building are 99 and there are 111 existing spaces. There is no standard landscape requirement in LDR zone. However in order to buffer the residential uses on the east and to soften the impact of the proposed building, new landscaping is proposed around the building. 3 44i44d !ii5" - 4i tiSo.: "' JpiA's z (3) The proposed development shall be compatible generally with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design. There was no traffic impact analysis required for this project since it was replacing an existing building and no new traffic was anticipated as a result of this change. A landscape buffer of evergreen trees and shrubs is proposed to screen the building from the adjoining residential homes on the east side. The materials and colors proposed to be used for the new building are similar to school buildings. The proposed brick veneer building with standing seam metal pitched roof is compatible with the surrounding residential uses and blends in with the middle and high school campus. (4) The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan This project must comply with the following Comprehensive Plan policies and meet necessary Zoning Code regulations. The following are applicable goals listed under Residential Neighborhoods section of the Comprehensive Plan. 7.2 Noise Abatement Residential neighborhoods protected from undue noise impacts, in order to ensure for all residents the continued use, enjoyment and value of their homes, public facilities and recreation, and the outdoors. Applicant is responsible for meeting all the adopted noise regulations in the residential zones. Prior to issuance of the construction permit, applicant shall submit a noise report prepared by a qualified acoustical engineer assessing the noise generated by the air condensing units and mechanical louvers in the clerestory on the east side of the proposed building. 7.3 Overall land use pattern- A land use pattern that encourages a strong sense of community by grouping compatible and mutually supportive uses and separating incompatible uses. The proposed building will be the administrative offices for the school district and they are proposed on the middle school and high school campus. 7.4 Streetscape Development - Streetscapes that enhance neighborhood quality and a strong sense of community. No changes are proposed to the access from the street, which is shared by the school and the administration offices. There is an existing sidewalk along S 144 Street. Applicant has proposed to plant one additional street tree along the sidewalk. There are two existing stumps of trees along the subject site that the applicant will be required to remove and the type of the trees to be replanted shall be approved by the City's Public Works department as part of their review of the construction permit. 4 _ •:: ivrrini&(:/ iew: iiiN. !!;Y'liv�d�C'ff't+Jy.�1a+'C�'J; . �` 5) All measures have been taken to minimize the possible adverse impacts, which the proposed use may have on the area in which it is located. The scale and design of the building blends in with the residential character of the z neighborhood. Additional landscaping is proposed to soften the impact of the proposed = z building. No additional traffic will be generated as a result of this project than what ,ce 2 already exists. The project includes placement of A/C units along the building on the east J side and mechanical louvers are proposed in the clerestory along the east side as well. c) 0 Prior to issuance of the building permit, applicant shall submit a noise report to document w i that it meets the city's adopted noise standards. N w 0 . CONCLUSIONS 2 1. The proposed project will not be materially detrimental to the public welfare or injurious g Q to the property or improvements in the vicinity because the use is existing. co a I 2. The proposed project meets the performance standards that are required in LDR zone. z 1 1— 0 z l-- 3. The proposed project is compatible with the surrounding land uses in terms of traffic and w pedestrian circulation, building and site design. v 0 O to 0E- 4. The proposed project is in keeping with the goals and policies of the Comprehensive = v I- r _- L I O z . 5. If approved as conditioned, it can be stated that all measures have been taken to minimize El u) the possible adverse impacts this project may have on the area in which it is located. i I O z RECOMMENDATIONS Staff recommends approval of the Conditional Use Permit with the following condition: Land Use Policy Plan. Prior to the issuance of construction permit, applicant shall provide a noise report prepared by a qualified acoustical engineer. The report shall analyze the noise associated with air condensing units and mechanical louvers along the east side of the proposed building and it shall document that the equipment meets the city's noise ordinance. Attachment B Review Criteria for Conditional Use Administration Office for Tukwila Schools 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. We are proposing to remove the existing one story concrete block administrative office building and replace it with a slightly larger one story, brick veneer administrative office building. The roof slope is low to minimize the visual impact. We believe the new building will improve the property. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy. The existing parking is adequate to serve the new building. Please see the site plan and landscape plans. We have provided setbacks and landscaping to meet City of Tukwila zoning requirements for a low - density residential district. 3. The proposed development shall be compatible generally with the surround land use. The administration building has quietly served the Tukwila school district campus for approximately 30 years. We propose that it continue to do that. The office building is a simple form, reserved in scale and uses residential materials. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use policy Plan. The administrative building serves the school campus and the public. The campus of course in turn serves the public. School board meetings will be held in this building. Any record keeping issue will be dealt with in this building. As long as the middle and high school campus continues to exist there is a need for this building to support it. 5. All measures shall be taken to minimize the possible adverse impacts, which the proposed use may have on the area, which it is located. We believe the new proposed building is an improvement in every way from the older concrete block structure and portable. It does not generate excessive noise. Exterior lighting will be similar to what now exists. Its appearance and value are greater than the current building. We believe it will make a good neighbor for years to come. dac: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 File Number: E03 -022 Applied: 08/21/2003 Issue Date: 10/09/2003 Status: ISSUED This DNS is issued under WAC 197-11-340(2). Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) Proponent: CRAIG MCCLELAND FOR TUKWILA SCHOOL DISTRICT Lead Agency: City of Tukwila . Description of Proposal: SEPA FOR CONSTRUCTION OF 7,700 SQ. FT. ADMINISTRATION BUILDING FOR TUKWILA SCHOOL DISTRICT. Location of Proposal: Address: 4640 S 144 ST TUKW Parcel Number: 1523049106 Section/Township /Range: 51/2 OF SW1 /4 15 -23 -04 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21 c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21 C.075) E03 -022 �+:;te�,+s`��'�= +�;it� c+.tii?;.tN rirsra..wrN, +ai- i:z�w�.:e+ ; c "�wisSbE;:u+r'. c a .S _ -cd uw �t 2,vFi r +usrtr� away r Attachment C Date Printed: 10- 08-2003 To: Planning Commission From: Minnie Dhaliwal Date: December 2, 2003 MEMORANDUM Re: Director's report- follow up on Conditional Use permit for School Administration building. File Number L03 -051. The conditional use permit for the school administration building was approved with a condition at the public hearing on October 23, 2003. It was approved with the following condition: The proposed air conditioning units must be relocated to a different location to minimize the noise impact to the adjoining residential uses on the east side. The location with the least noise impact shall be selected. Prior to the issuance of construction permit, applicant shall provide a noise report prepared by a qualified acoustical engineer that shall analyze the noise associated with air condensing units and mechanical louvers and it shall document that the equipment meets the city's noise ordinance. Planning Commission had requested a follow up and wanted to know what was eventually resolved and the final location that was approved. In response to the condition of approval the applicant changed the location of a/c units to the north side of the building. See attached plan and elevation. Also, a noise report was submitted and the enclosure around the a/c units was acoustically designed with brick as the exterior material to match the proposed building. The noise report was peer reviewed by the city's noise consultant. The revised location met the adopted noise standards and was administratively approved. ooid NVId 3115 sumar000 Niorumusm V+NOON TOrrNj RG710 "Oct 1FA i[O*'01801r p r1� . .r.M r �a 'C oo w iw.�s��.•n .41 SNOI1Va0l 11Nf1 : 040D •2Sd M3N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Al 1/8" = V-0" • REVISED 10/30/03 PAINTED CEMENTIOUS SHEATHING OR APPROVED 12 NORTI-I ELEVATION ALUM./GLA55 STOREFRONT APPROVED DOORS I-1VAC ENCLOSURE STANDING SEAM METAL ROOF 111111117:5-- F-.7-± %-4' DIA PAINTED PVC DOWNSPOUTS, TTP. CEMENTIOUS SHEATHING PANEL OR BRICK NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I' - II -o' D(PANSION BOLT P.T. 3•E JAMBS TO BRICK WALL USE (4) V2 DIA. BOLTS MIN. COUNTERSINK HEADS. PROVIDE GATE WITH INTERNALLY CRO558RACED P.T. 2x4 FRAMING. PROVIDE SOLID CEMENTIOJS SHEATHING ON BOTH SIDES. PAINT GATE AHD .y3'85 TO MATCH BUILDING SIDING. HOLD GATE ABOVE SLAB I' FOR WATER 7 L1 'IGE. 1E GAUGE SHEET METAL WALL CAP WITH CONCEALED CUP ON FRONT EDGE TO MATCH ROOF COLOR, OVER 3011 BUILDING PAPER OVER SLOPE CUT P.T. 2x NAILER BOLT NAILER TO HALL WITH I/2' DIA. LAG BOLT AT 24' OC. V2 Of MORTAR (11TH 84 BAR AT 12' CC EACH NAT BETWEEN EXTERIOR BRICK VENEER MD INTERIOR CONCRETE BLOCK VENEER. FACE CONCRETE BLOCK WITH PLASTIC WRAPPED ACOUSTICAL BATTS MD PERFORATED METAL SCREEN PER % ACOUSTICAL ENGINEER-5 DETAIL. . • HORIZONTAL K -WEB AT 24' 0C. 4' CONCRETE SLAB TO MATCH CONCRETE FLOOR CONSTRUCTION. SLOPE IN/FOOT TO DRAIN TOWARD GATE. PROVIDE ASRHATIC WATERPROf MEMBRANE AT EXTERIOR OF UNDERGROUND PORTION Of WALL CONCRETE BLOCK MAY BE SUBSTITUTED FOR BRICK AT UNDERGROUND ASSEMBLY. (3) 54 CCNT. REVISED 10/30/03 Al NVAC ENCLOSURE SECTION . 4 —9 ' • fig Lig 1 WA a d NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O O O O O Op9Q,�009Q.�O0QQ-- 0 D UO�O� OIJ OL2OIJO Ms. Dhaliwal, Conclusion Environalysis Air Quality • Noise • Recycling November 17, 2003 z w 00 cr) 0 Lu J H w 2 ? co As per your request, I have reviewed the revised acoustic report prepared by Basel H. I— _ Jurdy dated November 5, 2003 and offer the following comments: ? F t- O zt— • The report appears to use standard calculation procedures to determine the 2 • potential noise levels at the east property line where the school adjoins a 0 residential area, as per the City of Tukwila's Noise Code Section 8.22.040. 0 �' W • The mitigation measures cited in the report (taller HVAC enclosure and acoustic - v Ms. Minnie Dhaliwal Dept. of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 -2544 Re: Review of Acoustic Report for the Tukwila Administration Building insulation on the enclosure walls and intake air ducts) are effective in reducing the -L6 z condensing unit and intake duct noise. Lii CO 0 z • The acoustic report clearly summarizes the sound power levels of the equipment and the sound pressure levels expected at the east . property line and correctly accounted for the cumulative noise of both the condensing units and the intake air fans. I agree with the acoustic report's conclusion that the Administration Building will not exceed the City's Noise Code standard of 55 dBA day and 45 dBA nighttime at the east (or any other) property line. If you have any questions please call me at (206) 329 - 4634. Yours truly, Carl Bloom C lr� P c'-'07(/) RECEWED NOV 2 0 20034 COlvowiuNIrY nEVELOPMEN!T 422 30th Avenue • Seattle, WA 98122 • (206) 329 -4634 November 6, 2003 Carl Bloom Environalysis 422 30 Avenue Seattle WA 98122 Re: Peer review of the noise report prepared by Basel H Jurdy for Tukwila School Administration building located at 4640 S 144 Street, Tukwila. File Number L03- 051. Hi Carl: Attached is the noise report that was submitted by the applicant for the Tukwila School Administration building project. As per our conversation today, please review this report and provide us your comments Thank you for all your input. If you have nay questions you can reach me at 206 - 431 -3685. Minnie Dhaliwal Senior Planner City of Tukwila City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 5, 2003 City of Tukwila Attn. Minnie Dhaliwal 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Administration Office for Tukwila Schools Acoustical requirements Dear Minnie: We have reviewed the recommendations of the Tukwila Planning Commission and have moved the condensing unit enclosure from the east side of the building to the north side as indicated on the attached plan. We have also revised the enclosure to be constructed as a brick exterior with an interior acoustical wall. This construction will ensure that the noise levels will be below the current City of Tukwila requirements. As a result, the enclosure wall is now required to be 7 feet tall. These modifications will mitigate the acoustical impact of the condensing units on the neighboring property. After reviewing the physical constraints of 100' feet of total vertical and horizontal piping from the air handling units, the acoustical calculations, the aesthetic and security issues, we felt the northeast corner of the building was the optimal location for the enclosure. The drop in grade allows the enclosure wall to remain up against the building. The top of the wall remains below the windowsill and minimizes the aesthetic impact to the north facade of the building. It also allows the enclosure interior to be easily monitored while maintaining acoustical integrity. We investigated locating the enclosure on the northwest corner of the site. However, a seven - foot -high enclosure would block windows, create security problems and be unattractively located next the main path of travel from the parking lot. Locating the enclosure to the west side of the building has additional detrimental effects. Since the site is higher at that location, it makes the enclosure higher. An enclosure this large would block light and views both to and from the building. It would be unattractive and probably violate the City of Tukwila's design review guidelines. It would be similar to locating a dumpster enclosure next to the front door of the building. We sincerely hope that you agree with the solution that we have presented. We are attaching the acoustical and mechanical reports that indicate we have successfully mitigated the noise issues that concerned the Tukwila Planning Commission. Sincerely, BJSS Duarte Bryant mes Replogle Principal pc: Jim Chapman • ARCHITECTURE 108 First Avenue South, Suite 200 • Seattle, Washington 98104 T 206.340.1552 • F 206.340.0412 C ITY R OFT UKWI A NOV 0 5 2003 PERMIT CENTER FOR TUKWILA SCHOOLS , � - pl. $ 'R p::1-0:i , TUKWILA SCHOOL DISTRICT y q ! x - I -4 Ply / ADMINISTRATION OFFICE +.MrfiSwn *µ 027 T•nr 'c.: r >..,mu I -O' EXPANSION BOLT P.T. 3xB JAMBS TO BRICK WALL USE (4) IV2' DIA. BOLTS MN. COUNTERSINK HEADS. PROVIDE GATE WITH INTERNALLY CROSSBRACED P.T. 2x4 FRAMING. PROVIDE SOLID CEMENTIOUS SHEATHING ON BOTH SIDES. PAINT GATE AND JFi8S TO MATCH BUILDING SIDING. HOLD GATE ABOVE SLAB I' FOR WATER , ,ORaINAGE. IS GAUGE SHEET METAL WALL CAP WITH CONCEALED CUP ON FRONT EDGE TO MATCH ROOF COLOR, OVER 304 BUILDING PAPER OVER SLOPE CUT P.T. 2x NAILER BOLT NAILER TO WALL WITH I/2' DIA LAG BOLT AT 24' OC. I I/2' OF MORTAR WITH s4 BAR AT 12' CC EACH WAY BETWEEN EXTERIOR BRICK VENEER AND INTERIOR CONCRETE BLOCK VENEER. FACE CONCRETE BLOCK WITH PLASTIC WRAPPED ACOUSTICAL BATTS AND PERFORATED METAL SCREEN PER ACOUSTICAL ENGINEERS DETAIL HORIZONTAL K -WEB AT 24' CC. 4' CONCRETE SLAB TO MATCH CONCRETE FLOOR CONSTRUCTION. SLOPE 1/B'/FOOT TO DRAIN TOWARD GATE. PROVIDE ASFNATIC WATERPROOF MEMBRANE AT EXTERIOR OF UNDERGROUND PORTION Of WALL CONCRETE BLOCK MAY BE SUBSTITUTED FOR BRICK AT UNDERGROUND ASSEMBLY. (3) s4 CONT. REVISED 10/30/03 AI I-IVAC ENCLOSURE SECTION I -0' • ra' . A T A T I 1 a d NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OQD JQD 020 Q0 0Q0 0 0 O Al PAINTED CEMENTIOUS SNEATNING OR APPROVED 12 I/8" = 1' -0" REVISED 10/30/03 NORTH ELEVATION ALUM. /GLASS STOREFRONT DOORS NVAC ENCLOSURE CEMENTIOUS SNEATNING PANEL OR BRICK APPROVED �- STANDING SEAM METAL ROOF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -4" DIA PAINTED PVC DOWNSPOUTS, TTP. Equipment Manufacturer Model Noise Level Location AHU- 1,2,3,4 Indoor Units Trane TUX -060C 85 dBA' Mechanical Mezzanine CU- 1,2,3,4 Condensing Units Trane 4TTX3060A 78 dBA` North side of building November 5, 2003 Mr. Jim Replogle BJSS Duarte Bryant 108 First Ave S #200 Seattle, WA 98104 RE: Tukwila School District Administration Building Dear Jim, Noise associated with the outdoor condensing units and noise emanating from the mechanical louvers associated with the Tukwila School District Administration Building was predicted at the nearest property to the east. This letter presents our findings, compares the predicted noise levels to the City of Tukwila Noise Ordinance, and proposes noise control measures to ensure compliance with the ordinance requirements. EQUIPMENT New equipment planned for the project that generates noise to the exterior is listed in Table 1. Table 1: New Equipment 1. Fan bare wheel sound power level determined from fan selection software. 2. Manufacturer reported sound power level in di3A re 1 picowatt, Condensing units The condensing units are located on the North side of the building. A 5 foot tall brick wall surrounds the East, North, and South sides of the condensing units. �: jy4��,y;� yrs< is�tai }E.(akc+4>?»�'Aeit 4:'atu+ fug; .Y9#.:ii4s�r`..tis'+S�tti7aMnxi • z '~ W QQ JU 00 w= 1— U) u_ w Q ( a = H z � 1= 0 z i- w • w O • - ❑ w U : u O ..z w c o z Outside Air Louvers The furnaces in the Mezzanine within the building has a ducted outside air intake. A plenum connects the intake louvers to the furnace outside air ductwork. The louvers are at an elevation of 24 feet above grade. z ~ B . 00 co 0 W I 1.- The City of Tukwila Noise Ordinance limits the noise from a residentially 0 zoned property and received by a residentially zoned property to 55 dBA g n during daytime hours and to 45 dBA during nighttime hours. The ordinance defines daytime hours as 7:00 AM to 10:00 PM during weekdays and = w between 7:00 AM and 10:00 PM during weekends. z � z i- NOISE ORDINANCE The project will be located at 4414 South 144 Street in Tukwila, Washington. The property has a residential zoning designation. The property to the East, which is nearest the equipment noise sources, has a residential zoning designation. According to the Owner it is very unlikely that the building will be occupied after 10 PM. However, for the purpose of this study we have assumed that two condensing units could operate during the nighttime hours. Since the AHU units are furnaces and provide heating, they will operate during any time of the day or night. PREDICTED NOISE LEVELS Noise levels were predicted to three receiver locations, as shown in figure 1. Location R1 is the point on the East property line that is closest to the outdoor condensing units. Location R2 is the point on the East property line that is closest to the louvers. Location R3 is the point on the East property line that is halfway between R1 and R2. 1 Chapter 8.22, Noise., z Noise Source Unit Location Daytime Nighttime R1 R2 R3 R1 R2 R3 CU -1,2 Outdoor 47 36 36 47 36 36 CU -3,4 Outdoor 46 26 20 46 26 20 Subtotal Noise from CUs 50 37 36 50 37 36 AHU -1, 2, 3,4 from Louver Indoor 46 50 52 46 50 52 Total from AHUs and CUs 51 50 52 51 50 52 Ordinance Limit: 55 55 55 45 45 45 Tukwila Administ 'In Building Michael R. Yantis Associates, Inc. Page 3 Figure 1: Site plan showing receiver locations Noise levels were predicted based on noise propagation over distance. Barrier attenuation was used in the model for the outside condensing units to account for the brick wall. The following table presents the noise levels from the units, along with the combined noise levels from all the units, for daytime and nighttime conditions. Table 2: Predicted Noise Levels at Receiver Locations, di3A Tukwila Administr Building Michael R. Yantis Associates, Inc. Page 4 The resulting noise levels, as shown in the above table, meet the daytime noise limits at all three locations. However, the nighttime limit is exceeded at all three locations. RECOMMENDATIONS To reduce equipment noise to meet the nighttime limits, we recommend the following: Condensing Units Noise Acoustical Screen Wall: ❑ Top of wall: Increase the height of the brick wall around the condensing units from 5 feet to 7 feet ❑ Extent of wall: The wall should wrap around the East, North, and West Sides of the Condensing Units, as shown in Figure 2. Wall should be no less than 36" from the perimeter of the units. Wall should run directly into the face of the building. An access door can be installed in the barrier wall. For the barrier to be most effective, we recommend that the access door be installed in the center of the north side of the enclosure, as shown in Figure 2. We will coordinate with you the final location of the access door. a Materials: The current screen design is shown to be CMU. This material meets the minimum surface mass requirement of 2.5 PSF. ❑ Absorption: The inner face of the East, North, and West screen walls should be absorptive. Absorptive material should be equivalent to fiberglass (bagged in Mylar or Tedlar for exterior application; contact Paragon Pacific (253) 872 -0800 for product information and ordering) or Kinetics Model S4 sound absorption panels. The absorptive material can be protected with 1 layer of 20 -gage sheetmetal perforated with 3/32" holes on 3/16" staggered centers, roughly 13% open area. ❑ Grating: Installing a metal grating on top of the enclosure will not affect noise levels from the equipment. Operation: Operate the units as follows (see Figure 2 for unit tags): a Daytime: CU -1, 2, 3, 4 ❑ Nighttime: CU -1, 2 only Tukwila Adminisfi n Building Michael R. Yantis Associates, Inc. Figure 2: Screen Layout Page 5 Noise Emanating from the Louvers A Line all of the outside air ductwork from each furnace unit with 1" thick duct liner. The following is the minimum extent of lining for each unit: ❑ AHU -1: 26 feet ❑ AHU -2: 24 feet Noise Source Unit Location Daytime Nighttime R1 R2 R3 RI R2 R3 CU -1,2 day and night Outdoor 40 32 33 40 32 33 CU -3,4 daytime only Outdoor 39 26 20 0 0 0 Subtotal Noise from CUs 43 33 33 40 32 33 AHU -1, 2, 3,4 from Louver Indoor 38 42 43 38 42 43 Total from AHUs and CUs 44 42 43 42 42 43 Ordinance Limit: 55 55 55 45 45 45 Tukwila Administ J- `)n Building Michael R. Yantis Associates, Inc. ❑ AHU -3: 6 feet ✓ AHU -4: 8 feet The following table presents the resulting levels with the above recommendations implemented: Table 3: Predicted Noise Levels at Receiver Locations, dBA As shown in the above table, implementing the recommended mitigation measures will reduce equipment noise to levels that meet both the daytime and nighttime noise limits at all three locations. Please call if I can answer any questions or provide additional information. Warm re • ards Ba urdy, Principal BH \ \NT 011PROJECTS120D3 \Tukwilla Admin Bidg \Tukwila noise report 110503.doc Copies: raig McClelland, BJSS Duarte Bryant Portland Office Page 6 11/05/2003 10:57 FAX 360 357 9022.. -.. BJSS DUARTE BRYANT (J002 'Sent 8y: Hultz /BHU Inc.; 253 383 3283; Nov•5.03 54AM; Page 1/1 To: BJ86 At: 913603b/8022 HuLTz BHU* CROSs 'Consulting engineers, inc. November 5, 2003 IIJSS Duarte laryant 724 Columbia Street NW Olympia, WA 98501 Attn: Craig McClelland Sub,: Administration Office for Tukwila School District Outdoor Units . Dear Craig: • • • • • • The four outdoor condensing units will operate only when the building spaces call for air conditioning,: The operating schedules are controlled by programmable thcrniostats inside the building.: Each unit can be set up to come on only during occupied periods following regular business hours. On occasion, if there is a school board meeting during a summer evening, only one of the units needs to operate and would be programmed to shut off by 10:00 p.m. . if you have any questionb, please call. Sincerely, Hultz\BHU\Cross Linda Burma Project Engineer P.O. Box 1243 • Tacoma, Washington 98401 2407 North 31:11. SI.rraL, Suite 20() Throma,VWLtihIngum 98407 253.333.3257 • FAX 253.383.32113 grAvrul4CllnlI•'.b11ucross.co[u 03131 Mrc1iwwi tickr ue Equipment Manufacturer Model Noise Level Location Operating Hours AHU- 1,2,3,4 Indoor Units Trane TUX -060C 85 dBA Mechanical Mezzanine Daytime AHU - 1,2,3,4 Condensing Units Trane 4TTX3060 A 78 dBA East side of building Daytime Michael R. Yantis Associates, Inc. consulting in acoustics, vibration and audio /visual October 23, 2003 Mr. Jim Replogle BJSS Duarte Bryant 108 First Ave S #200 Seattle, WA 98104 RE: Tukwila School District Administration Building Dear Jim, Noise associated with the outdoor condensing units and noise emanating from the mechanical louvers associated with the Tukwila School District Administration Building was predicted at the nearest property to the east. This letter presents our findings, compares the predicted noise levels to the City of Tukwila Noise Ordinance, and proposes noise control measures to ensure compliance with the ordinance requirements. EQUIPMENT New equipment planned for the project that generates noise to the exterior is listed in Table 1. Table 1: New Equipment 1. Fan bare wheel sound power leve determined from fan selection software. 2. Manufacturer reported sound power level in dBA re 1 plcowatt. 3. Per Owner's Programming Requirements NOISE ORDINANCE The project will be located at 4414 South 144 Street in Tukwila, Washington. The property has a residential zoning designation. The 18og Seventh Avenue, Suite 1609 Seattle, Washington 98101 206.583.0465 tel 583.0615 fax www.yantis.com Tukwila AdministratBuilding . Michael R. Yantis Associates, Inc. Page 2 property to the east, which is nearest the noise sources, has a residential zoning designation. The City of Tukwila Noise Ordinance' limits the noise from a residentially zoned property and received by a residentially zoned property to 55 dBA z during daytime hours and 45 dBA during nighttime hours. The ordinance z defines daytime hours as 7:00 AM to 10:00 PM during weekdays, and ct between 7:00 AM and 10 :00 PM during weekends. n O o According to the owner's programming requirements, the equipment will co W operate only during daytime hours, and will not operate during nighttime hours. co u_ w o PREDICTED NOISE LEVELS g �a co o Condensing units = ci The condensing units are located on the East side of the building at grade Z 1 level. A 5 foot tall screen is located east of the Condensing units. With the o screen wall, condensing unit sound levels at the East property line are w i- predicted to be 54 dBA. ? o U� Noise from outside air louvers al- The furnaces in the Mezzanine within the building has a ducted outside air i w intake. A plenum connects the intake louvers to the furnaces' ductwork. The P. louvers are at an elevation of 24 feet above grade. Furnace noise emanating z from the louvers received at the East property line is predicted to be 54 dBA El o cn without any mitigation. PI_ 0 The combined noise level from the condensing units and the louvers is 57 dBA, which exceeds the City of Tukwila 55 dBA daytime noise limit. RECOMMENDATIONS In order to reduce noise generated by the condensing units and noise emanating from louvers and that is received at the property line to the east to within the City of Tukwila 55 dBA daytime noise limit, we recommend the following: Condensing Units Noise Install an acoustical screen wall around the condensing units, as follows: ❑ Top of wall: 60" above grade. o Bottom of wall: Run to ground. O Extent of wall; See Figure 1. 1 Chapter 8.22, Noise. z Tukwila Administrate- - iBuilding Michael R. Yantis Az,ociates, Inc. ❑ Materials: c i Absorption: Figure 1: Acoustical Screen Layout IA2oo3 \Tukwilla Admin Bldg \noise report.doc Screen should run continuously around the north, east, and south sides of the unit. Wall should be no less than 36" from the perimeter of the units. Wall should run directly into the face of the building. We will coordinate a gap for drainage if it is needed. An access door can be installed on the north or south side of the screen wall. Screen material to have a surface mass not less than 2.5 PSF. Materials, among others, that meet this requirement are /d plywood and 18-GA sheetmetal. The inner face of the east screen wall should be absorptive. Absorptive material should be equivalent to fiberglass (bagged in Mylar or Tedlar for exterior application; contact Paragon Pacific (253) 872 -0800 for product information and ordering) or Kinetics Model S4 sound absorption panels. The absorptive material can be protected with 1 layer of 20 -gage sheetmetal perforated with 3132" holes on 3/16" staggered centers, roughly 13% open area. CARPORT EXISTING CARPORT Noise Emanating from the Louvers o Line the first 5 feet of outside air ductwork from each unit with 1" thick duct liner. Page 3 is Tukwila Administra''N, Building Michael R. Yantis Associates, Inc. Please call if I can answer any questions or provide additional information. Ju dy, Principal b l la Admin Bldg\noise report.doc raig McClelland, BJSS Duarte Bryant Portland Office I: \2oo3 \Tukwilla Adrnin Bldg \noise report.doc Page 4 Yaa:2'�a.}xtu:uw:nti:i •z w • o W I : J F. L. I • uj cy F—' •U. O: Z• 2 .. O ~ z CHAIR, KIRSTINE WHISLER, VICE CHAIR, GEORGE MALINA, COMMISSIONERS, VERN MERYHEW, BILL ARTHUR, HENRY MARVIN, MARGARET BRATCHER, AND ALLAN EKBERG THURSDAY, October 23, 2003 PUBLIC HEARING - 7:00 PM IV. CALL TO ORDER ATTENDANCE APPROVAL OF MINUTES FROM 9 -25 -03 CASE NUMBER: APPLICANT: REQUEST: LOCATION: V. CASE NUMBER: APPLICANT: REQUEST: LOCATION: VI. DIRECTOR'S REPORT VII. ADJOURN City of Tukwila 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Department of Community Development PLANNING COMMISSION PUBLIC HEARING AND BOARD OF ARCHITECTURAL REVIEW MINUTES OCTOBER 23, 2003 PLANNING COMMISSION PUBLIC HEARING L03 -051 Craig McClelland for Tukwila School District To construct a 7,700 -sq. ft. school administration building. 4640 South 144 Street, Tukwila, WA BOARD OF ARCHITECTURAL REVIEW L02 -056 Sabey Corporation Sabey was granted design review approval for the construction of a 250,000 square foot building and associated parking garage. The applicant has requested that visitor parking be provided by a surface lot, instead of the original parking garage. The total number of parking stalls will remain unchanged. The new proposal will add 30,000 square feet of impervious surface. To soften the visual impacts from the parking area the applicant will install perimeter and interior landscaping. The modification to the original proposal will require approval from the Planning Commission. 12500 Tukwila International Blvd., Tukwila, WA Steven M. Mullet, Mayor Steve Lancaster, Director Tukwila City Hall Council Chambers Dept. Of Community Development • City of Tukwila AFFIDAVIT OF DISTRIBUTION I, HEREBY DECLARE THAT: f/ Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Determination of, :Non-Significance ..; Mitigated ,Determination of Non- Significance' Determinate °on of Significance &`Scopi Notice Notice of Action Official ,Notice..'.:, Notice of Application Notice of Application for Shoreline Mgmt Permit Other Was mailed to each of the addresses listed on this year 20 07 Project Name: T ,4 1 j/L / (C( S(42z)0( Project Number: 1--O ,:j 051 10 Mailer's Signature: / ,/ /7 ,g/i j G,C� Person requesting mailing: P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Dept. Of Community Development ' City of Tukwila AFFIDAVIT OF. DISTRIBUTION r, 13,"„ y,,,,,, 6, a HEREBY DECLARE THAT: A vr „ei X Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance k 14 p. A \ ac > C.,4.1_� -0, , Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Project I to . Board of Appeals Agenda Pkt Notice of Action i ) Planning Commission Agenda Pkt Official Notice o • Short Subdivision Agenda . Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Mailer's Signature: � Other F O r 4• r 1D,n "sa-. . 57e.cltr-Q. .)< w ,-.\, k 14 p. A \ ac > C.,4.1_� -0, , • a 6, YAWN Q ;& -i1....... ' Clk 4 d va \aA. Y..-G \:.' ,,......41 sk.iP V 0 E Project I to . S G- i ) .�► o • Project Number: . Mailer's Signature: � �., s Person requesting mailing: . Q r I in Was d to each of the addresses listed on this)c day of g in the year 20x3 r P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM 1 3 •"- �." 4a" f�11: i; 5ia�"= f• :5f�''i.:ct3oi'aitii� ,... z W 00 0) 0 -I _ r W w 5 u_ c w z r �-- 0 z Ili 0 0-- 0 I— WW I— � 12 =0 � z — 1 0 /- z irmel N Ma :Una aleg Dept. Of Community Development City of Tukwila . . AFFIDAVIT OF DISTRIBUTION . . _ I ' st,,,y,„AL /,,, HEREBY DECLARE THAT: , (N - Notice of Public Hearing Determination of .Non-Significance Notice of Public Meeting Mitigated Determination of Non- Significance' Board of Adjustment Agenda Pkt Determination of. Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action ' -T..... Planning Commission Agenda Pkt • Official Notice,' Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shorelinellgmt Permit -:..- __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other , - ' ' . . . .. .4 Was mailed to each of the addresses listed on this year 20 CO • '.•:',441 • Project Name: Project Number: I Mailer's Signature: Person requesting mailing: /IAKLAc (V21( P:GINAWYNETTA/FORMS/AFFIDAVIT-MAIL 08/29/003:31 PM ••• ••••• xr1==== r . City of Tukwila Permits applied for include: • Conditional Use Permit • SEPA • Development Permit OCTOBER 9, 2003 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION Tukwila School District has filed an application for a Conditional Use Permit, Number L03 -051, to construct a 7,700 square feet school administration building at 4640 South 144 Street, Tukwila. You are invited to comment on the project at a public hearing scheduled for October 23, 2003, at 7:00 p.m. before the Planning Commission. The hearing will take place at City Hall in City Council Chambers, 6200 Southcenter Blvd. To confirm the time and date before the hearing, call the Department of Community Development at 206 -431 -3670. For further information on this proposal, contact Minnie Dhaliwal at 206 -431 -3685 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor Smooth Feed SheetsTM � Tukwila City Of 6200 Southcenter Blvd Tukwila, WA 98188 King County Housing Auth 15455 65th Ave S Tukwila, WA 98188 King County Housin:: th 15455 65th A Tukwil. • A 98188 Susan Anderson 16019 7th Ave SW Burien, WA ' : 66 Peter Klacan 14435 42nd Ave S Tukwila, WA Count Housing Auth King 15455 65th Ave S Tukwila, WA 9818 Sam & Eredulin Ma 14406 42nd Av Tukwila, 98168 Scott & Sharon Label 4226 S 146th St Tukwila, WA 98168 An Tran & Cay Nguyen 7020 Rainier Ave S #404 Seattle, WA 98118 Flory Callueng 12908 8th Ave S Seattle, WA 98168 o`O((c ; SC' - City Of Tukwila 14404 Pacific Tukwil. • 981 City Of Tukwila 6300 Southcent- : vd 15455 65t Tukwila, 98188 Susan Anderson 16019 7th Ave SW Burien, WA 98166 Susan Anderso 16019 7 • ve SW B n, WA 98166 Michael Roberts 14445 42nd Seattl- •A 98168 Rex Lynn Holt 4030 S 146th Tukwila, 98168 Minh Pham 14414 42nd Ave S Tukwila, WA 98168 Scott Label 4226 S 146th S Tukwila, 98168 Kenneth & Cathryn Vannice 4223 S 144th St Tukwila, WA 98168 City Of Tukwila 6200 Southcenter : ' d Tukwila, W :188 Tukwila City Of 6200 Southc Tu King County Housin Tu .•' ., WA 98188 Susan Anderson 16019 7th Bur' Use template for 5160® v A 98188 Susan Anderson 16019 7th Av- Bur' - , 98166 Herman Turley 4056 S 146th St Seattle, WA 98168 King County H Auth 15455 6 ve S Tu a, WA 98188 Scott Label 4226 S 1 t T a, WA 98168 Scott Label 4226 S 146t Tu . ' ., A 98168 Tri & Nga Nguyen 4229 S 144th St Seattle, WA 98168 Lynn Farnam 231 S 177th PI #C202 Burien, WA 98148 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Jack Morrison 4419 S 144th St Seattle, WA 98168 Dagnew Desta 4431 S 144t Tukwila A 98168 Leo & Mary Ann Nelson 2150 S Pearl St Seattle, WA 98108 Kim Poulson 14421 46th Ave S ' Tukwila, WA 98168 Joyceanne Hagber 14453 46th A Tukwila, 98168 Glenn Olson 4452 S 146th St Seattle, WA ' :168 Florence Condon 15618 44th Ave S Seattle, WA 98188 John Marchiando 4406 S 146th St Seattle, WA 98 John Litras 4418 S 146th St Tukwila, WA 98168 Charles & Sharon Kidd 4242 S 146th St Tukwila, WA 98168 AVERY® Address Labels Orva Morrison 4419 S 144t Seattle AA 98168 Mary Geros 4435 S 144th St Tukwila, WA 98168 Leo & Mary Ann > ' on 2150 S Pea Seatt ^A 98108 Kim Poulson 14421 46th Ave Tukwila, 98168 Norman Olson 14441 46th Ave S Seattle, WA 98168 Kenneth Lum & Jodie Chin 4444 S 146th St Seattle, WA 98168 John & Sheri Hunt' on 4434 S 146t Tukwil. ' A 98168 Isla Wright .1313 Central Ave S Kent, WA 98032 Keith & Carolyn Haas 4260 S 146 • t Tukwi , A 98168 Mirsad & Larisa Levonovna Saric 4238 S 146th St Tukwila, WA 98168 Haso & Edina Mis 4433 S 144 Tu .. ' ., WA 98168 Haso & Edina Misut 4439 S 144th Tu ., ' A 98168 Robert & Kathi Sulliv 4461 S 144th Tukwi A 98168 Use template for 5160® Ellsworth & M 14437 4 ve S e, WA 98168 Kristin Olsen 14447 46 ve S Tu a, WA 98168 Kevin & Jobe Sheila uba 4440 S 1461 Tu • , A 98168 Timmons John Shipley John Shipley T . s 6533 'iew Ave NW #205A Seattle, WA 98117 Isla Wright 1313 C Ave S e , A 98032 William Bayh Jr. 4244 S 1 t T . • i a, WA 98168 Michael Godsey 4240 S 146th St Seattle, WA 98168 Laser 5160® Z z 1.11 6 J U 00 LLI J H w J u_ ?. = ' a Z � F— O Z F— U • ❑ O N ❑ 1— L11 W I U u" O . w Z' U= O 1— z Arthur Leon Mcdonald 4246 S 146th St Seattle, WA 98 .8 Scott & Sharon Label 4226 S 146th St Seattle, WA 98168 Grace Taylor 4204 S 146th St Seattle, WA 98168 Candalaria Alvarez 14424 46th Ave S Tukwila, WA 98168 Lucille Miller 4629 S 144th St Seattle, WA 98168 Crillion & Edna Lockhart 4641 S 144th St Seattle, W ' :168 Kim Nguye 10729 4 Ave S Tu . a, WA 98178 Smooth Feed SheetsTM Timmons John Shipley 6533 Seaview Ave NW #205A Seattle, WA 98117 Clarence Smith 4915 S 144th St Tukwila, WA 98168 Thomas & Donna Mauzeralle 4806 S 146th St Seattle, WA 98168 AVERY® Address Labels Loren & Kyeong Hi D 4234 S 146th Tukwila 98168 Scott & Sharon 4226 S 1 Sea St WA 98168 David & Bonny 14428 46 ' • ve S Sea A 98168 Lavonne Ellefson 14408 46t 'e S Tukw' ., WA 98168 Michael Dietsch 3909 E Howell St Seattle, WA 98122 Larrie & Jacalyn Chmela 4727 S 144th St Tukwila, WA 98168 One Lp Psig 4720 200th St SW #203 Lynnwood, WA 98036 Oliver & Sharon Muth 5021 S 144th St Seattle, WA 98168 Clarence & Lisa Smith 4915 S 144th St Tukwila, W :168 Robert Olsen 4642 S 146th St Seattle, WA 98168 Scott & Sharon Labe 4226 S 146t s Seatt , ' A 98168 Grace Taylor 4204 S St S le, WA 98168 John & Margaret Joseph 14414 46th Ave S Tukwila, WA 98168 Substance Abuse Tr Conquest PO Box 667 Edmonds, WA 98020 Crillion & Edna Lockh 4641 S 144 • . Seatt Kim Nguyen 10729 47th Ave S Tukwila, WA 98178 Mauritz Larson 4817 S 144th St Seattle, WA 98168 Clarence & Lisa Smith 4915 S 144th St Tukwila, WA 98168 Oliver & Sharon Muth 5021 S att elel WA 98168 Wayne Webe 4624 th St le, WA 98168 Use template for 5160® Laser 5160® z = W 6 00 to w J = ' H SQ L L w LL ? . d = z � I- 0 Z w uj n p 0 O— aI-- w 2 I— u. O w z U� O z Smooth Feed SheetsTM Mary Jane Pierre 4620 S 146th St Seattle, WA 9 Merl Manley 14460 46th Ave S Seattle, WA 98168 Southgate- anderson Llc 10212 NE 43rd St Kirkland, WA 98033 Hiep Trinh 14011 M am Rd S Tu a, WA 98168 Richard Geehan 5211 E Anderson Dr Scottsdale, AZ 85 Richard Geehan 5211 E Anderson Dr Scottsdale, AZ 85254 Eleanor Rupp 4611 S 140th St Seattle, WA 9816 Craig Anderson 4712 S 144th St Tukwila, WA 98168 Ben Carol Land Dev Inc PO Box 98924 Seattle, WA 98198 Lena Dambrosio 13044 22nd Ave S Seattle, WA 98168 Brian Boye 4616 S 146th St Tukwila 98168 Katrina Dohn 14442 Ave S T ila, WA 98168 Southgate - anderson LIc 10212 NE 43rd St Kirkland, W : • : 033 Lorelei Madriaga 5814 15th Ave S Seattle, WA 98108 City Of Tukwila 6200 Southce : vd Tukwila 98188 Corp Catholic Archbishop 4415 S 140th St Seattle, WA 98168 Arlene White 4814 S 144th St Seattle, WA Michael Walter Scoon 14314 48th A Seattle, 98168 Katherine Peterson 3711 135th Ave SE Bellevue, WA 98006 John & Donna Sherrill 510S111thSt Seattle, WA 98168 Anne Patricia Griffith 4529 S 140th Sea' :, A 98168 John Muth 5021 S 144th St Tukwila, WA 98168 Northfield Ventures Llc PO Box 68016 Tukwila, WA 98168 Santora Evelyn P & Udt 4617 S 140th St Seattle, WA 98168 Use template for 5160® George & Renate Timlick 14448 46th Ave S Tukwila, WA 98168 Mohammad Jamal i- gilani Michael & Rosita Ma oones 14251 Mac. • . • d S 14314 48th Tukw' :, A 98168 Sea , A 98168 Michael & Rosita Mari 14314 48th,Av S� Seattt , Leishman Jerald S & Santora Hilltop 18019 NE 109th Ct Redmond, WA 98052 Daniel & Edith Schmeichel 1406 S 259th St Des Moines, WA 98198 . #. jai'. ai +:'Sa''{aK:.•e4�s�:e:i` 44 .. AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Samara Inc Jared Helland City Of Tukwila 29229 18th Ave S 4804 S 144th St 14239 42nd Ave S Federal Way, WA 98003 Tukwila, WA 98168 Tukwila, • :168 Ralph Mathisen 4704 S 144th St Seattle, WA 98168 Arlene White 4814S144. Sea A 98168 City Of Tukwila Donald Pierson D'earl & Anne Patric Griffith 6200 Sou : lvd 14303 48th Ave S 4529 S 140th St Tu .• ' ., WA 98188 Seattle, WA 98168 Seattle, WA 98168 Samara Inc 29229 18th Fedy, WA 98003 City Of Tukwila 6200 Southcenter Tukwila, W ' 8188 City Of Tukwila 6200 Sou er Blvd Tu ., WA 98188 City Of Tukwila 6200 Southcen : lvd Tukwila, 98188 City Of Tukwila 3006 Northup Way #101 Bellevue, WA 9800 L & L Motels Inc 14110 Pacific Hwy S Seattle, WA 98 AVERY® Address Labels Corp Catholic Archbishop 910 Marion St Seattle, WA 98104 Ricardo & Lutgarda Usi 14027 35th Ave S Tukwila, WA 98168 Sheila Monaghan • 14313 48th Ave S Seattle, WA 98168 City Of Tukwila 6200 So etifer Blvd T ila, WA 98188 City Of Tukwila 6200 South Tu A 98188 City Of Tukwila 6200 Southcenter Tukwila, W • = :188 Of Tukwila Ciyt 6200 Southcenter B Tukwila, W = ' :188 Robert & Dieu Hanada 4830 S 146th St Tukwila, WA 98168 Use template for 5160® Corp Catholic Archbishop 910 Marion St Seattle - ' :104 D R Coutcher 14328 48th Ave S Tukwila, WA 98168 M W Scoones 14314 48th Ave S Seattle, WA 98168 City Of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Northfield Ventures Llc PO Box 68016 Tukwila, WA 98168 City Of Tukwila 6200 Sout - • : vd Tu . ' ., WA 98188 L & L Motels Inc 14110 Pacific Hwy S Seattle, WA 98168 Geotham Ho & Millie S 4820 S 146th Tukw• , A 98168 Laser 5160® Smooth Feed SheetsTM Robert & Tuong-v - siung Long Classic Homes 4810 S 146th 4441 S Meridian Tukwil. 98168 Puyallup, WA 98373 Lethai 4809 S 145th St Tukwila, WA 98168 Rosemary Bias 4835 S 145th St Tukwila, WA Minh Chan 4830 S 145th St Tukwila, W 8168 Myron & Caroline Leffall 4806 S 145th St Tukwila, WA 98168 Barry & Marlee Dubn 14014 42nd Ave Seattle, W Jose & Novema Medrano 14104 42nd Ave S Tukwila, WA 9816 Berhabe Patacsil 15135 62nd Ave S Tukwila, WA 98188 Morton Jim & Leona PO Box 18738 Seattle, WA 98118 Temesgen Atanaw & Asres Dessie 14025 43rd Ave S Tukwila, WA 98168 Kim Tran 4815 S 145th St Tukwila, WA 98168 Nghia Tran 4915 S 146th Tukwil A 98168 Richard & Teresa B' 4820 S 145th Tukwila A 98168 Liya Asnauskas 4802 S 145th St Tukwila, WA 98168 Theodore Iv Angle 14020 42nd Tukwil A 98168 James Early 141104 •veS Se. e, WA 98168 David & Kelly Montoya 4218 S 142nd St Tukwila, WA 98 William & Jean Schmidt 14103 43rd Ave S Seattle, WA 98168 Darren & Ronda Cobb 14021 43rd Ave S Tukwila, WA 98168 Diem N Giang 4801 S 145th St Tukwila, WA 98168 Tam Nguyen & Christopher Nguyen 4825 S 145th St Tukwila, WA Thuy -vy Nguyen 4905 S 145th St Tukwil. 98168 Thinh Nguyen & an 4812S145 t Tukw' , , WA 98168 Normandy Court Associates L L C 1408 NW Richmond Beach Rd Shoreline, WA 98177 Gelu Cazacopol 14100 42n s e S Tu ., WA 98168 Piotr & Ann Stempa 14116 42nd Ave S Tukwila, WA 98168 Use template for 5160® Walter & Karen hton 1411543 veS Sea , WA 98168 Hach & Toeurn Saong 14031 43rd Ave S Tukwila, WA 98168 Michael & Paula Egbert 26705 132nd Ave SE Kent, WA 98042 AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Huong Huynh 14014 43rd Ave Tukwila, - 98168 Henry & Freida Archibe • u 14032 43rd Ave S Tukwila, W ' :168 Nardito Ferrer 14116 43rd Ave S Seattle, WA 98168 Eric Yost 14117 44th Ave S Seattle, WA 98168 Krzysztof Jankowski 14027 44th Ave S Seattle, WA 98168 James Bates 4325 S 140th St Seattle, WA 98 AVERY® Address Labels Kasey Clay 14020 43rd A Tukwil 'A 98168 Gambriell Vern 235 SW 153rd St Seattle, WA 98166 Willie & Teresita Tolentino 14125 44th Ave S Seattle, WA 98168 M M Lacy 14111 44th Ave S Seattle, WA 98168 Prakash Michael Vijai & Savitri 14026 43rd Ave S Seattle, WA 98168 Nardito Ferrer 1411643rd Sea =, ' A 98168 Marites Faginkrantz 4122 S 130th St Tukwila, WA 98168 Sergio Ong 9918 S 246th Pl Kent, WA 98030 Use template for 5160® Laser 5160® • I— O Michael & Henry - • ehart Christina Kelley & Robert Kena i w ~: 14025 44th = - S 4321 S 140th St ? 0 . Tukw' ., A 98168 ; Tukwila, W = :168 U c , .O —. :OF— • W UJ • 2 • F— U u_ I— Z iii • 0- O~ Z Smooth Feed SheetsTM Tukwila City Of 4021 S 144th Tukw , A 98168 King County Housing A S 144th St Tukwila, W King County Housing Auth 14410 SE 144th St Renton, WA 9 Michael Roberts 14445 42nd Ave S Seattle, WA 98168 Rex Lynn Holt 4030 1/2 S 146th St Tukwila, WA 98168 Minh Pham 14412 42nd Ave S Tukwila, WA 98168 Scott Label 14418 42nd Ave S Tukwila, WA 98168 City Of T 4237S th St T tla, WA 98168 Haso & Edina Misut 4433 S 144th St Tukwila, WA 98168 AVERY® Address Labels AAkc5Se5 City Of Tukwila Tukwila City Of 14404 Pacific H 4021 S Tukwila ' 8168 ila, WA 98168 City Of TAW 4029 th St ila, WA 98168 Susan Anderson 4053 S 144th St Tukwila, WA 98168 Herman Turley— . 4056146th r11 St Sea e, WA 98168 King County Housing Auth S 146th St Tukwil A Scott Label 14422 42nd Ave S Tukwila, WA 98168 Scott Label 14414 42nd Ave S Tukwila, WA 98168 Kenneth & Ca annice Tri & Nga N n Flory Callueng 4223 S 144 t 4229 S,1 th St 4235 S 144th St Tukwila; WA 98168 Sattfe WA 98168 Tukwila, WA 98168 Lynn Famam 4261 S 144th St Tukwila, WA 98168 Dagnew Desta 4431 S 144th St Tukwila, WA 98168 Peter Klacan 14435 42nd Ave S Tukwila, WA 98168 Sam & Eredulin Martin 14406 42nd Ave S Tukwila, WA 98168 Scott & Sharon Label 14426 42nd Ave S Tukwila, WA 98168 An Tran & Cay Nguyen 4215 S 144th St Tukwila, WA 98168 Orva Morrison 4419 S 144th St Seattle, WA 98168 Mary Gero 4435 44th St -- u ila, WA 98168 Use template for 5160® King County 1 sing Auth S1 ukwila, WA Count Housing Auth King 4044 S 146th St Tukwila, WA 98168 Laser 5160® "iM ,441 .. w, . v .ro. ,..^ sixwu..vs w.w.o..+:.,w.,c•....u.., ..ur ,r o; . . Smooth Feed SheetsTM Use template for 5160® Haso & Edina Misut Leo & Mary Ann Nelson Leo & Mary Ann Nelson 4439 S 144th St 4443 S 144th St 4443 S 144th S Tukwila, WA 98168 Tukwila, WA 98168 Tukwi . 98168 Robert & Kathi Sullivan 4461 S 144th St Tukwila, WA 98168 Joyceanne Hagberg 14453 46th Ave S Tukwila, WA 98168 Glenn Olson 4452 S 146th St Seattle, WA 98168 John & Sheri Huntington 4434 S 146th St Tukwila, WA 98168 Isla Wright 4428 S 146th St Tukwila, W ' 8168 Keith & Carolyn Haas 4260 S 146th St Tukwila, WA 98168 Mirsad & Larisa Levonovna Saric 4238 S 146th St Tukwila, WA ' .168 Loren & Kyeong Hi Decker 4234 S 146th St Tukwila, WA 98168 Scott & Sharon Label 4222 S 146th St Tukwila, WA 98168 AVERY® Address Labels Kim Poulson 14421 46th Av- Tukwila 98168 Norman Olson 14441 46th A Seattle 98168 Kenneth Lum : odie Chin 4444 S 1 • . St Sea , WA 98168 Timmons John Shipley John Shipley Timmons 4424 S 146th St Tukwila, WA 98168 Isla Wright 4428 S 146th St Tukwila, WA 98168 William Bayh Jr. 4244 S 146th St Tukwila, WA 98168 Michael Godsey 4240 S 146th S * Seattle 98168 Scott & Sharon Label 4224 S 146th St Tukwila, WA 98168 Grace Taylor 4204 S 146th St Seattle, WA 98168 Ellsworth & Mary Burnham 14437 46th Ave S Seattle, WA 98168 Kristin Olsen 14447 46th Ave S Seattle, WA 98168 Kevin & Jobe Sheila Cuba 4440 S 146th St Tukwila, WA 98168 John Litras 4418 S 14. Tu ., WA 98168 John Marchiando 4406 S 146th St i Seattle, WA 98168 Charles & Sharon 4242 S 14• t Tu ., WA 98168 Arthur Leon Mcdonald 4246 S 146th St Seattle, WA 98168 Scott & Sharon Label 4220 S 146th St Tukwila, WA 98168 David & Bonny Lisby 14428 46th Ave S Seattle, WA 98168 Laser 5160® i5s!'- a7. tiiticHi ? :u35inw„is W tis u0. n 63...∎ .0.21h . Smooth Feed SheetsTM John & Margaret Jose 14414 46th A Tukwila 98168 Substance Abuse Tr Conquest 4617 S 144th St Tukwila, WA 98168 Crillion & Edna Lockhart 4641 S 144th St Seattle, WA 98168 One Lp Psig 4823 S 144th St Tukwila, WA 98168 Oliver & Sharon Muth 14427 51st Ave S Tukwila, WA 98168 Wayne Weber 4624 S 146th St Seattle, WA 98168 George & Renate Timl k 14448 46th Av - Tukwil. v A 98168 John & Donna Sherrill 14434 46th Ave S Tukwila, WA 98168 Anne Patricia Griffith 4529 S 140th St Seattle, W • 8168 AVERY® Address Labels Candalaria Alva 14424 4. ve S Tu - •ia,WA 98168 Lucille Miller 4629 S 144th Seattle 98168 Larrie & Jacalyn Chm 4727 S 144t Tu A 98168 Mauritz Larso 4817 S Seattle, WA 98168 Clarence Smith 4915 S 144th St Tukwila, WA 98168 Mary Jane Pierre 4620 S 146th St Seattle, WA 98168 Merl Manley 14460 46th Ave S * Seattle, WA 98168 Hiep Trinh 14011 Macadam Rd S Tukwila, WA 98168 Lavonne Ellefson 14408 46th Ave S Tukwila, WA 98168 Michael Dietsch 4635 S 144th St Tukwila, WA 98168 Kim Nguyen 4803 S 144th St Tukwila, WA 98168 Timmons John Shipley 4827 S 144th St Tukwila, WA 98168 Clarence & Lisa Smith 4905 S 144th St Tukwila, WA 98168 Oliver & Sharon Muth Thomas & Donna Mauzeralle Robert Olsen 4861 S 144th St 4806 S 146th St 4642 S 146 Tukwila, WA 98168 Seattle, WA 98168 Se. -, A 98168 Brian Boye 4616 S 146th St Tukwila, WA 98168 Katrina Dohn 14442 46th Ave S Tukwila, WA 98168 Southgate - anderson Llc Southgate - anderson Llc 14005 42nd Ave S 14005 42nd Ave S Tukwila 168 Tukwila, WA 98168 Lorelei Madriaga 14239 Macadam Rd S Tukwila, WA 98168 Use template for 5160® Laser 5160® - Smooth Feed SheetsTM Mohammad Jamal Hakimi - gilani 14251 Macadam Rd S Tukwila, WA 98168 Northfield Ventures Llc 14224 Tukwila International Blvd Tukwila, WA 98168 Craig Anderson Arlene White Ben Carol Land Dev Inc 4712 S 144th St 4814 S 144th St 14120 Tukwila International Blvd Tukwila, • :168 Seattle, WA 98168 Tukwila, WA 98168 Michael Walter Scoones 4710 S 144th St Tukwila, WA 98168 Katherine Peterson 14233 Macadam Rd S Tukwila, WA 98168 Jared Helland 4804 S 144 • t Tukwi A 98168 • Corp Catholic Arch 14120 SE Bell e, WA 98006 Samara Inc 42nd Ave S Tukwila, WA D R Coutcher 14328 48th Ave Tukwila, W : 98168 City Of Tukwila 14241 41st Ave S Tukwila, WA ' : 68 AVERY® Address Labels Michael & Rosita Marie Scoones City Of Tukwila 14314 48th Ave S 14242 Tukwila In Seattle, WA 98168 Tukwila • • 8168 Eleanor Rupp 4611 S 140th St Seattle, WA 98168 South Central Sch Dist 406 14100 Macadam Rd S Tukwila, WA Daniel & Edith Schmeichel 14245 Macadam Rd S Tukwila, WA 98168 City Of Tukwila 14239 42nd : S Tukwil. ' A 98168 Corp Catholic Archbishop 14120 SE 44th St Bellevue, WA 98006 City Of Tukwila 14212 Tukwila I Tukwila, • 98168 Sheila Monaghan 14313 48th Av Seattle, 98168 City Of Tukwila 14245 41s •e S Tu . ' ., WA 98168 tonal Blvd Santora Evelyn P & Udt 4617 S 140th St Seattle, WA 98168 Lena Dambrosio 4407 S 140th St Tukwila, WA 98168 Samara Inc 14201 42nd Ave S Tukwila, WA 98168 Ralph Mathisen 4704 S 144th S Seattle 98168 Ricardo & Lutgarda Usi 14027 35th Ave Tukwil. 98168 Donald Pierson 14303 48th Seatt =, "A 98168 City Of Tukwila 14247 4 • ve S Tu . a, WA 98168 City Of Tukwila 14237 41st Av Tukw' ., ^A 98168 Use template for 5160® tional Blvd Laser 5160® Smooth Feed SheetsTM City Of Tukwila 14223 41st Ave S Tukwila, 8168 City Of Tukwila 14046 41st Ave S Tukwila, WA 98168 L & L Motels Inc 14110 Tukwila International Blvd Tukwila, WA 98168 Geotham Ho & Millie Sue 4820 S 146th St Tukwila, WA 98168 Tam Nguyen & Christopher Nguyen 4825 S 145th St Tukwila, WA 98168 Thuy -vy Nguyen 4905 S 145th St Tukwila, WA 98168 Thinh Nguyen & Mai Phan 4812 S 145th St Tukwila, WA 98168 Normandy. Court Associates L L C 14225 42nd Ave S #ALL Tukwila, WA 98168 Gelu Cazacopol 14100 42nd Ave S Tukwila, WA 98168 Piotr & Ann Stempa 1411642ndAv Tukwila, 98168 Northfield Ventures Llc 14226 Pacific Hwy S Tukwila, WA 98168 City Of Tukwila 14220 41st Ave Tukwila, - 98168 L & L Motels Inc 14110 Pacific Hwy S Seattle, WA 98 Robert & Tuong -vi Hsiung 4810 S 146th St Tukwila, WA 98168 Rosemary Bias 4835 S 145th St Tukwila, WA 98168 Minh Chan 4830 S 145th St Tukwila, WA 98168 Myron & Caroline 4806 S 145t Tukwila A 98168 Barry & Marlee Dubnow • 14014 42nd Ave S Seattle, WA 98168 Jose & Novema Medrano 14104 42nd Ave S Tukwila, WA 98168 Berhabe Patacsil 4210 S 142nd St Tukwila, WA 98168 City Of Tukwila 14240 41st Ave S Tukwila Of Tukwila Ciyt 14228 41st Ave N Seattle, :125 Robert & Dieu Ha 4830 S 1 T • i a, WA 98168 Kim Tran 4815 S 145th Tukw• + A 98168 Nghia Tran 4915 S 145th St Tukwila, WA 98168 Richard & Teresa Bird 4820 S 145th St Tukwila, WA 98168 Liya Asnauskas 14430 48th P1 S Tukwila, WA 98168 Theodore Iv Angle 14020 42nd Ave S Tukwila, WA 98168 James Early 14110 42nd Ave S Seattle, WA 98168 David & Kelly Montoya 4218 S 142nd St Tukwila, WA 98168 Use template for 5160® AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® Walter & Karen Leighton 14115 43rd Ave S Seattle, WA 98168 Hach & Toeurn Saong Temesgen Atanaw & As = Dessie Darren & Ronda Cob 14031 43rd Ave S 14025 43rd Ave 14021 43rd Tukwila, WA 98168 Tukwila, '8168 Tukw' ., A 98168 Michael & Paula Egbert 14015 43rd Ave S Tukwila, WA 98168 Prakash Michael Vijai & Savitri 14026 43rd Ave S Seattle, WA 98168 Nardito Ferrer 14122 43rd Ave S Tukwila, WA 98168 Eric Yost 14117 44th Ave S Seattle, WA 9 Krzysztof Jankowski 14027 44th Ave S Seattle, WA 98 James Bates 4325 S 140t Seattle 98168 AVERY® Address Labels Morton Jim & Leona 14109 43rd Ave S Tukwila, WA 98168 Huong Huynh 14014 43rd Ave S Tukwila, WA 98168 Henry & Freida Archibeque 14032 43rd Ave S Tukwila, WA 98168 Willie & Teresita Tole 14125 44th Ave Seattle, W = • :168 M M Lacy 14111 4• - e S S - - e, WA 98168 Michael & Henryka Dehart 14025 44th Ave S Tukwila, WA 98168 William & Jean Schmidt 4506 S 140th St Tukwila, WA 98168 Kasey Clay 14020 43rd Ave S Tukwila, WA 98168 Nardito Ferrer 14116 43rd Ave Seattle, W -' • 8168 Marites Faginkrantz 14121 44th Ave S Tukwila, WA 98168 Sergio Ong 14105 44th Ave S Tukwila, WA 98168 Christina Kelley & Robert Ke an John 4321 S 140th St Tukwi 98168 Laser 5160® Smooth Feed SheetsTM Floyd W. Leonard 14429 42 " Ave. So. Tukwila, WA 98168 AVERY® Address Labels A J McCready 4716 So. 144 St. Seattle, WA 98168 Use template for 5160® aiilL.s..i'1,4 u:∎'"aiihas:ao...c:.t.ba.ti .0 4.44;::p f —re ttai4 iiv,eti.w:u. 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APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 Use Avery TEMPLATE 5160 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS i4440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 Jam Free Printing AVERY® 0 AVERY® 5160 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 www.avery.com 1- 800 -GO -AVERY (462 -8379) CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 "-e Avery TEMPLATE 5160 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 CURRENT RESIDENT RIVERTON TERRACE APARTMENTS 14440 41ST AVE S TUKWILA WA 98168 Jam Free Printing AVERY® Smooth Feed SheetsTM CURRENT RESIDENT 4044 S 146TH ST • A 5 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST '4044 S 146TH ST Use template for 5160® TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT 4044 S 146TH ST CURRENT RESIDENT 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT 4044 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 4044 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 4044 S 146TH ST CURRENT RESIDENT 4044 S 146TH ST CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 CURRENT RESIDENT CURRENT RESIDENT 4044 S 146TH ST 4044 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 AVERY® Address Labels Laser 5160® Date: October 8, 2003 Attn: Minnie Dhaliwal- Senior Planner Building Department City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 Prepared By: Dylan Kondo Customer Service Department ❑ Property Profile ❑ Vesting Deed/Conveying Document ❑ Comparable Sales ❑ Radius Search ❑ Legal Description PACir'IC NORTHWEST TITLE Company of Washington, Inc. ❑ Parcel Map ❑ Deeds of Trust ❑ Demographics ❑ Farm/Phone List ❑ Labels/Disk Notes: Hi Minnie, I have included two sets of labees for the apartment buildings the labels for the duplexes that I had included before were already provided to you when I re -did the radius search. Labels for the mobile home parks could not be created. If you have any questions please call me. (425)- 228 -6448 Thank you, Dylan K. Kondo Customer Service Department 54 Rainier Ave S • Renton • WA • 98055 Phone (425) 228 -6448 • Fax (425) 228 -6370 http: / /www.pnwt.com +y'eY - 64%tiwk ' 41.. • .•. . • ' [ibTK '440 • 4414C1 .rqL 44444 'WO Total Existing 107 standard stalls 4 Barrier free stalls Total required 75 + 24 = 99 stalls Tukwila School District Administration Building Parking Calculations Existing Showalter Middle School Parking in back 13 stalls 2 barrier free stalls Existing Shared Showalter and Administration Parking (See site plan) 94 stalls 2 barrier free stalls Middle School Staff 50 including teachers, administration, maintenance and food service x 1.5 = 75 stalls required. Proposed Administration square footage = 8000 sf /1000 x 3 = 24 stalls RECEIVED CITY OF TUKWILA . nnn� i Luc!. PERMIT CENTER z w. - U U O co O W i. J H W O' g Q • a _ : z I— O z i— W U m O I— W • w I— a. F=' — O: = , O ~ Z Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 1-, J ( a (� ' � HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance ict -SK Board of Adjustment Agenda Pkt Project Name: t uc`- (,c_7 i Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt 2 -C) e Notice of Action Person requesting mailing: Planning Commission Agenda Pkt . Official Notice . Short Subdivision Agenda J � Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this 0( J d ay ofS / t in the year 2003 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ict -SK I , Project Name: t uc`- (,c_7 i Project Number: L b, — (7 5 Mailer's Signature: 2 -C) e Person requesting mailing: f/L i • U }koltc 3 Was mailed to each of the addresses listed on this 0( J d ay ofS / t in the year 2003 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION ;7 3 HEREBY DECLARE THAT: 'E. \-,,,, n Q Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action \ Planning Commission Agenda Pkt . Official Notice . Short Subdivision Agenda Notice of Application o ,, Shoreline Mgmt Permit -o Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 7p -. Seattle WA 98111 Other e-‘ 1 Was r d to each of the addresses listed on this 3 day of .�4 in the year 20D` ou ? P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: \ \ 2),.■1\-\\,1-, Project Number: 2 O 3 (2) 5 \ Mailer's Signature: Z o ,, h.. -o i Person requesting mailing: e-‘ 1 Was r d to each of the addresses listed on this 3 day of .�4 in the year 20D` ou ? P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES () OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC () K.C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT C>itTUKVVILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () QWEST ( ) SEATTLE CITY LIGHT ()PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS ( ) POLICE ( ) PLANNING ( ) PARKS & REC. ( ) CITY CLERK () PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE () MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM () SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADM INISTRATIVE \FORMS \CHKLIST. DOC CHECKLIS1 : ENVIRONMENTAL REVIEW /SHORELINE PERMIT i..„iLINGS ( ) FIRE ( ) FINANCE () BUILDING () MAYOR FEDERAL AGENCIES WASHINGTON STATE AGENCIES ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV .DEPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL * SEND CHKLIST W/ DETERMINATIONS * SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () HEALTH DEPT () PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR _.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES • FOSTER LIBRARY () K C PUBLIC LIBRARY ()HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT () OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT () WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS () BRYN MAWR- LAKERIDGE SEWER/VVATER DISTRICT () RENTON PLANNING DEPT ( ) CITY OF SEA TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* * NOTICE OF ALL SEATTLE RELATED PLNG PROJ. () DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WVVW PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline — Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:W DMINISTRATI VE \FORMS \CHKLIST.DOC APPLICANT: LOCATION: OWNER OF THE PROPERTY: FILE NUMBERS: PROPOSAL: OTHER REQUIRED PERMITS: DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED SEPTEMBER 23, 2003 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. Steven M. Mullet, Mayor Steve Lancaster, Director Craig McClelland for Tukwila School District 4640 South 144th Street, Tukwila WA Tukwila School District L03 -051 (Conditional Use Permit), E03 -022 (SEPA) The proposal is to construct a new 7,700 -sq. ft. single story school administration office building on the campus of Showalter Middle School. Development Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on the SEPA and Conditional Use Permit applications. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on October 7, 2003. If you have questions about this proposal contact Minnie Dhaliwal, Planner -in- charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 206- 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeal if you are interested. August 21, 2003 September 11, 2003 September 22, 2003 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1N3Lt4dO )JJ II/M OO EOOZ t z any 03A 1303e1 dV 31VOS ON )\I\DA 8l9 H a) 2 D >ini j311S 1S H1t51 S NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CAL Parcel Number 004000 0191 004000 0194 004000 0196 004000 0197 004000 0198 004000 0199 004000 0205 004000 0210 004000 0215 004000 0220 004000 0225 i 0004000 0228 004000 0230 004000 0231 004000 0234 004000 0235 004000 0240 004000 0243 004000 0244 004000 0335 004000 0336 004000 0338 004000 0339 004000 0340 004000 0341 004000 0344 004000 0345 004000 0361 004000 0362 004000 0365 004000 0370 004000 0375 004000 0380 004000 0383 004000 0384 004000 0390 004000 0392 004000 0395 004000 0395 004000 0400 004000 0401 004000 0403 004000 0405 004000 0406 004000 0407 004000 0408 004000 0410 004000 0416 004000 0417 004000 0419 004000 0420 004000 0425 004000 0426 004000 0427 004000 0427 Owner Name Tukwila City Of City Of Tukwila Tukwila City Of King County Housing Auth City Of Tukwila King County Housing Auth King County Housing Auth Anderson Susan E Anderson Susan E Anderson Susan E Anderson Susan E Floyd Leonard } 1,,,, . „ a; , A74 , Anderson Susan E Klacan Peter Roberts Michael J Turley Herman R King Count Housing Auth Holt Rex Lynn King County Housing Auth Martin Sam M/Eredulin Pham Minh Label Scott Label Scott/Sharon Label Scott Label Scott Tran An Q;+ Vannice Kenneth D /Cathryn E Nguyen Tri/Nga Callueng Flory A City Of Tukwila Farnam Lynn A Morrison Jack R- Morrison Orva B Misut Haso/Edina Desta Dagnew A;+ Geros Mary A Misut Haso/Edina;+ Nelson Leo V & Mary Ann Nelson Leo V & Mary Ann Sullivan Robert D /Kathi J Poulson Kim A Poulson Kim A Burnham Ellsworth E & Mary Hagberg Joyceanne Olson Norman A Olsen Kristin M Olson Glenn H Lum Kenneth C & Chin Jodie A Cuba Kevin;Jobe Sheila Condon Florence L Huntington John /Sheri Timmons John Shipley Trustee Litras John G Wright Isla M;+ Wright Isla M;+ troScan /King (WA) Site Address 4021 S 144th St Tukwila 98168 14404 Pacific Hwy S Tiikwila 98168 4021 S 144th St Tukwila 98168 S 144th St Tukwila _ 4029 S 144th St Tukwila 98168 S 144th St Tukwila 14410 SE 144th St Renton 98059 1969 4053 S 144th St Tukwila 98168 1942 *no Site Address* Tukwila *no Site Address* Tukwila *no Site Address* Tukwila .,; sm X 14429 42nd Ave S (No Mail) Tukwila 981 *no Site Address* Tukwila I (pO r C�. 14435 42nd Ave S Tukwila 98168 14445 42nd Ave S Seattle 98168 4056 S 146th St Seattle 98168 4044 S 146th St Tukwila 98168 4030 1/2 S 146th St Tukwila 98168 S 146th St Tukwila 14406 42nd Ave S Tukwila 98168 14412 42nd Ave S Tukwila 98168 14422 42nd Ave S Tukwila 98168 14426 42nd Ave S Tukwila 98168 14418 42nd Ave S Tukwila 98168 14414 42nd Ave S Tukwila 98168 4215 S 144th St Tukwila 98168 4223 S 144th St Tukwila 98168 4229 S 144th St Seattle 98168 4235 S 144th St Tukwila 98168 4237 S 144th St Tukwila 98168 4261 S 144th St Tukwila 98168 *no Site Address* Tukwila 4419 S 144th St Seattle 98168 4433 S 144th St Tukwila 98168 4431 S 144th St Tukwila 98168 4435 S 144th St Tukwila 98168 4439 S 144th St Tukwila 98168 4443 S 144th St Tukwila 98168 4443 S 144th St Tukwila 98168 4461 S 144th St Tukwila 98168 14421 46th Ave S Tukwila 98168 *no Site Address* Tukwila 14437 46th Ave S Seattle 98168 14453 46th Ave S Tukwila 98168 14441 46th Ave S Seattle 98168 14447 46th Ave S Seattle 98168 4452 S 146th St Seattle 98168 4444 S 146th St Seattle 98168 4440 S 146th St Tukwila 98168 no Site Address* Tukwila 156 i 4434 S 146th St Tukwila 98168 4424 S 146th St Tukwila 98168 4418 S 146th St Tukwila 98168 4428 S 146th St Tukwila 98168 4428 S 146th St Tukwila 98168 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB Owner Phone 1979 1948 1939 L' �� 1954 1957 1948 1969 1960 206 - 246 -6689 206 - 244 -2615 206 - 244 -7740 206 - 431 -0559 1929 206- 248 -3520 1995 2000 1939 2001 2001 1955 1939 206 - 243 -6217 1949 1942 1961 1931 1916 1950 1991 1942 206 - 444.5429 1984 1946 1926 1936 206 - 243 -9315 1958 206- 242 -2340 206 - 242 -2340 1942 206 - 243 -6765 1947 206- 241 -3897 1947 1947 1956 206- 246 -5629 1954 1949 K c�r li 9,S1( ' "'206- 242 -0911 1949 206 - 433 -0851 1920 206- 789 -8193 1993 1942 1977 Z W t 2 i 0 O 0 CO 0 W H W O u_ Q 2 Z F Z - l- O Z I— w U • u) O - O H W W Li' O W Z O = ~ Z Parcel Number Owner Name 004000 0431 004000 0440 004000 0441 004000 0442 004000 0443 004000 0446 004000 0450 004000 0455 004000 0462 004000 0464 004000 0470 004000 0471 004000 0472 004000 0478 004000 0482 004000 0483 004000 0484 004000 0490 004000 0495 004000 0496 004000 0500 004000 0501 004000 0505 004000 0510 004000 0511 004000 0515 004000 0516 004000 0517 004000 0520 004000 0521 004000 0522 004000 0530 004000 0535 004000 0566 004000 0570 004000 0575 004000 0581 004000 0585 004000 0586 004000 0590 004000 0592 004000 0595 004000 0596 152304 9008 152304 9008 152304 9027 152304 9035 152304 9036 152304 9040 152304 9041 152304 9044 152304 9054 152304 9070 152304 9092 152304 9096 Marchiando John Haas Keith A/Carolyn B Bayh William K Jr Kidd Charles E /Sharon J Saric Mirsad /Larisa Levonovna Godsey Michael E Mcdonald Arthur Leon Decker Loren O/Kyeong Hi Label Scott/Sharon Label Scott/Sharon Label Scott/Sharon Taylor Grace K Taylor Grace K Lisby David W /Bonny S Joseph John /Margaret Alvarez Candalaria Ellefson Lavonne D Conquest Substance Abuse Tr Miller Lucille Dietsch Michael P Lockhart Crillion/Edna B Lockhart Crillion & Edna B Chmela Larrie & Jacalyn Nguyen Kim T Nguyen Kim T Psig One Lp Larson Mauritz F Timmons John Shipley Trust Muth Oliver M & Sharon Smith Clarence C /Lisa E Smith Clarence C Smith Clarence C /Lisa E Muth Oliver M & Sharon M Mauzeralle Thomas A & Donna K Palmer Suzanne A;Palmer Suzanne. Olsen Robert J Weber Wayne E Pierre Mary Jane Boye Brian P Timlick George D /Renate A Manley Merl Dohn Katrina Sherrill John W /Donna M Southgate - anderson Llc Southgate - anderson Llc Griffith Anne Patricia Trinh Hiep;+ Madriaga Lorelei T Muth John C Geehan Richard A Hakimi - gilani Mohammad Jamal Scoones Michael W /Rosita Marie Geehan Richard A City Of Tukwila Northfield Ventures Llc ztroScan /King (WA) Site Address YB 4406 S 146th St Seattle 98168 4260 S 146th St Tukwila 98168 4244 S 146th St Tukwila 98168 4242 S 146th St Tukwila 98168 4238 S 146th St Tukwila 98168 4240 S 146th St Seattle 98168 4246 S 146th St Seattle 98168 4234 S 146th St Tukwila 98168 4224 S 146th St Tukwila 98168 4220 S 146th St Tukwila 98168 4222 S 146th St Tukwila 98168 4204 S 146th St Seattle 98168 *no Site Address* Tukwila 14428 46th Ave S Seattle 98168 14414 46th Ave S Tukwila 98168 14424 46th Ave S Tukwila 98168 14408 46th Ave S Tukwila 98168 4617 S 144th St Tukwila 98168 4629 S 144th St Seattle 98168 4635 S 144th St Tukwila 98168 4641 S 144th St Seattle 98168 *no Site Address* Tukwila 4727 S 144th St Tukwila 98168 4803 S 144th St Tukwila 98168 *no Site Address* Tukwila 4823 S 144th St Tukwila 98168 4817 S 144th St Seattle 98168 4827 S 144th St Tukwila 98168 14427 51st Ave S Tukwila 98168 *no Site Address* Tukwila 4915 S 144th St Tukwila 98168 4905 S 144th St Tukwila 98168 4861 S 144th St Tukwila 98168 4806 S 146th St Seattle 98168 *no Site Address* Tukwila 4642 S 146th St Seattle 98168 4624 S 146th St Seattle 98168 4620 S 146th St Seattle 98168 4616 S 146th St Tukwila 98168 14448 46th Ave S Tukwila 98168 14460 46th Ave S Seattle 98168 14442 46th Ave S Tukwila 98168 14434 46th Ave S Tukwila 98168 14005 42nd Ave S Tukwila 98168 14005 42nd Ave S Tukwila 98168 4529 S 140th St Seattle 98168 14011 Macadam Rd S Tukwila 98168 14239 Macadam Rd S Tukwila 98168 *no Site Address* Tukwila '5 U 2 *no Site Address* Tukwila 14251 Macadam Rd S Tukwila 98168 1947 14314 48th Ave S Seattle 98168 f 1964 *no Site Address* Tukwila 5 2 14242 Tukwila International Blvd Tukwila 14224 Tukwila International Blvd Tukwila 1965 1942 1947 1995 1994 1994 1941 1930 1912 1958 1958 1909 1950 1940 1950 1942 1998 1904 1921 1939 1904 1983 206 - 248 -0920 1904 1953 1961 1967 1944 1954 1947 1942 1907 1931 2002 1949 1922 1921 1920 1947 S IA Owner Phone 206 - 243 -9918 206 - 243 -3842 206 - 241 -0954 206 - 325 -1496 206 - 242 -0153 206 - 789 -8193 206 - 244 -2301 1955 1946 1921 206 - 244 -2301 1937 206- 246 -3163 244 37 5 $+1.tt frs'A- 8 206- 243 -6349 206- 242 -1237 206 - 243 -8876 206 - 444 -6858 206 - 246 -9820 ,, c.r vJ11- `i 3? vY �l0 - 244 -2301 602 - 494 -6073 206 - 243 -7266 ' 02- 494 -6073 Scams '. — ?52, 52.) Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Parcel Number Owner Name 152304 9107 152304 9109 152304 9111 152304 9116 152304 9117 152304 9122 152304 9123 152304 9124 152304 9154 152304 9164 152304 9172 152304 9180 152304 9188 152304 9191 152304 9197 152304 9208 152304 9209 152304 9210 152304 9210 152304 9212 152304 9213 152304 9240 152304 9242 m=0 2452304 9247 ' 152304 9269 152304 9270 152304 9271 152304 9279 152304 9289 152304 9290 155420 0005 155420 0010 155420 0015 155420 0020 155420 0025 155420 0030 155420 0033 155420 0034 155420 0035 155420 0036 155420 0037 161000 0335 161000 0355 261000 0010 261000 0020 261000 0030 261000 0040 261000 0050 261000 0060 261000 0070 261000 0080 261000 0090 261000 0100 261000 0110 261000 0120 Rupp Eleanor A Corp Catholic Archbishop Santora Evelyn P Trustee;Udt;+ Anderson Craig A White Arlene L Scoones Michael W /Rosita Marie Ben Carol Land Dev Inc Scoones Michael Walter Leishman Jerald S;Santora Trustee South Central Sch Dist 406 Dambrosio Lena Peterson Katherine J Schmeichel Daniel & Edith Samara Inc Helland Jared City Of Tukwila Mathisen Ralph A Corp Catholic Archbishop Corp Catholic Archbishop White Arlene L Usi Ricardo T/Lutgarda V Coutcher D R City Of Tukwila Mccready A J ci^N =9 02 .:zt Mccready Arthur J. .0 Pierson Donald A Griffith D'earl & Anne Patric .. Samara Inc Monaghan Sheila Scoones M W City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila Northfield Ventures Llc City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila Ciyt Of Tukwila L & L Motels Inc L & L Motels Inc Hanada Robert M/Dieu N Ho Geotham J Hsiung Robert/Tuong -vi Long Classic Homes ienkT N Le Thai - Kim A Nguyen Tam Bias Ros Tran Nghia H Nguyen Thuy -vy Chan Minh '✓IetroScan /King (WA) Site Address YB 4611 S 140th St Seattle 98168 *no Site Address* Tukwila 4617 S 140th St Seattle 98168 1937 4712 S 144th St Tukwila 98168 1938 Owner Phone 1937 206- 242 -8881 206 - 242 -7708 206 - 243 -3264 4814 S 144th St Seattle 98168 1952 206 - 248 -1202 *no Site Address* Tukwila 4 .1 b 61 '`'•'" S 14120 Tukwila International Blvd Tukwila 1955 N 4710 S 144th St Tukwila 98168 1967 *no Site Al...* des Tukwila )1'� 111u P ' � I ;v s - i �Cl t � C v 1940 206-246-7519 206 -246 -7519 1952 1949 253- 839 -6290 1982 14100 Macadam Rd S Tukwila \ 1 '1 1 4407 S 140th St Tukwila 98168 14233 Macadam Rd S Tukwila 98168 14245 Macadam Rd S Tukwila 98168 14201 42nd Ave S Tukwila 98168 4804 S 144th St Tukwila 98168 1938 14239 42nd Ave S Tukwila 98168 1955 4704 S 144th St Seattle 98168 1954 14120 SE 44th St Bellevue 98006 1963 � 14120 SE 44th St Bellevue 98006 1963 �{l- (.r —`I 6V 1.4 fS *no Site Address* Tukwila l U S I L4 U t� 206 -248 -1202 14027 35th Ave S Tukwila 98168 1957 206 - 244 -3517 14328 48th Ave S Tukwila 98168 1947 14212 Tukwila International Blvd Tukwila 1962 ^^ r� X4716 S 144th St (No Mail) Seattle 98168 1950 206 - 244 -6583 *no Site Address* Tukwila 206 - 244 -6583 14303 48th Ave S Seattle 98168 1960 206 - 433 -2802 *no Site Address* Tukwila 1 -15 2. . J L-1 t " q/ 42nd Ave S Tukwila �.JY�- `V><l 0 A 14313 48th Ave S Seattle 98168 *no Site Address* Tukwila 14247 41st Ave S Tukwila 98168 14241 41st Ave S Tukwila 98168 14245 41st Ave S Tukwila 98168 14237 41st Ave S Tukwila 98168 14223 41st Ave S Tukwila 98168 14226 Pacific Hwy S Tukwila 98168 14240 41st Ave S Tukwila 98168 *no Site Address* Tukwila 14046 41st Ave S Tukwila 98168 14220 41st Ave S Tukwila 98168 14228 41st Ave NE Seattle 98125 14110 Tukwila International Blvd Tukwila 14110 Pacific Hwy S Seattle 98168 4830 S 146th St Tukwila 98168 4820 S 146th St Tukwila 98168 4810 S 146th St Tukwila 98168 *no Site Address* Tukwila *no Site Address* Tukwila *no Site Address* Tukwila 4815 S 145th St Tukwila 98168 4825 S 145th St Tukwila 98168 4835 S 145th St Tukwila 98168 4915 S 145th St Tukwila 98168 4905 S 145th St Tukwila 98168 4830 S 145th St Tukwila 98168 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. 1942 1977 2002 2002 2002 2002 2002 2002 206 - 243 -6532 206 - 243 -4822 Parcel Number Owner Name 261000 0130 261000 0140 261000 0150 261000 0160 611110 0005 734820 0015 734820 0020 734820 0025 734820 0030 734820 0035 734820 0045 734820 0050 734820 0055 734820 0060 734820 0065 734820 0070 734820 0075 734820 0080 734820 0085 734820 0090 734820 0115 734820 0120 734820 0125 734820 0130 734820 0134 734820 0135 734820 0150 734820 0155 734820 0160 734820 0165 734820 0170 734820 0175 734820 0180 734820 0185 734820 0195 734820 0200 Bird Richard A/Teresa J Nguyen Thinh Leffall Myron E /Caroline L Asnauskas Liya Y Normandy Court Associates L L C Dubnow Barry L & Marlee F Angle Theodore R Iv Cazacopol Gelu Medrano Jose T/Novema A Early James W Stempa Piotr /Ann C Patacsil Berhabe Montoya David C/Kelly Leighton Walter A & Karen E Morton Jim/Leona Trust Schmidt William J & Jean A Saong Hach/Toeurn Atanaw Temesgen A;Dessie Asres H Cobb Darren B /Ronda D Egbert Michael J & Paula Huynh Huong T Clay Kasey M Prakash Michael Vijai /Savitri Archibeque Henry J /Freida Gambriell Vern Trust Ferrer Nardito N Ferrer Nardito N Tolentino Willie S & Teresita Faginkrantz Marites Yost Eric Lacy M M Ong Sergio B Jankowski Krzysztof Dehart Michael P /Henryka Kelley Christina M/John Robert Ken Bates James D � etroScan /King (WA) Site Address 4820 S 145th St Tukwila 98168 4812 S 145th St Tukwila 98168 4806 S 145th St Tukwila 98168 14430 48th PI S Tukwila 98168 14225 42nd Ave S #ALL Tukwila 98168 14014 42nd Ave S Seattle 98168 14020 42nd Ave S Tukwila 98168 14100 42nd Ave S Tukwila 98168 14104 42nd Ave S Tukwila 98168 14110 42nd Ave S Seattle 98168 14116 42nd Ave S Tukwila 98168 4210 S 142nd St Tukwila 98168 4218 S 142nd St Tukwila 98168 14115 43rd Ave S Seattle 98168 14109 43rd Ave S Tukwila 98168 4506 S 140th St Tukwila 98168 14031 43rd Ave S Tukwila 98168 14025 43rd Ave S Tukwila 98168 14021 43rd Ave S Tukwila 98168 14015 43rd Ave S Tukwila 98168 14014 43rd Ave S Tukwila 98168 14020 43rd Ave S Tukwila 98168 14026 43rd Ave S Seattle 98168 14032 43rd Ave S Tukwila 98168 . *no Site Address* Tukwila 275 14116 43rd Ave S Seattle 98168 14122 43rd Ave S Tukwila 98168 14125 44th Ave S Seattle 98168 14121 44th Ave S Tukwila 98168 14117 44th Ave S Seattle 98168 14111 44th Ave S Seattle 98168 14105 44th Ave S Tukwila 98168 14027 44th Ave S Seattle 98168 14025 44th Ave S Tukwila 98168 4321 S 140th St Tukwila 98168 4325 S 140th St Seattle 98168 Information canpiled f om various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB 2002 2002 2002 1967 1920 1931 1920 1920 1963 1974 1974 1942 1937 1950 1939 1960 1960 1930 1961 1961 5L. IS? S S 1982 1989 1937 1914 1959 1959 1918 1961 1908 1936 1942 Owner Phone 206 - 246 -8478 206 - 241 -6584 206 - 246 -3254 206 - 244 -9659 206 - 433 -8072 206- 243 -6461 206-241-7382 206 -244 -2412 Smooth Feed SheetsTM Tukwila City Of 6200 Southcenter Blvd Tukwila, WA 98188 King County Housing Auth 15455 65th Ave S Tukwila, WA 98188 King County Housing Au 15455 65th Ave S Tukwila, ' 8188 Susan Anderson 16019 7th Avv SW Burien, 98166 Peter Klacan 14435 42nd Tu A 98168 Count Housing Auth King 15455 65th Ave Tukwila 98188 Sam & Eredulin Martin 14406 42 TukWila, WA 98168 Scott & Sharon Label 4226 S 146th St Tukwila, WA 98168 An Tran & Cay Nguyen 7020 Rainier Ave S #404 Seattle, WA 98118 Flory Callueng 12908 8th Ave S Seattle, WA 98168 M=r::. k■Ny A6,6 S City Of Tukwila 14404 Pa ' wy S Tukiva' a, WA 98168 City Of Tukwi — 6300 S cei1 nter Blvd T ila, WA 98188 Susan Anderson 16019 7th Ave SW Burien, WA 98166 Susan Anderson 16019 7 e SW ,,,, 1}31 • n, WA 98166 Michael Roberts 144 • ve S eattle, WA 98168 Rex Lynn c$1t 4030 S 6th St Tu a, WA 98168 Minh Pham 14414 42nd Ave S Tukwila, WA 98168 Scott Label 4226 S th St ila, WA 98168 Kenneth & Cathryn Vannice 4223 S 144th St Tukwila, WA 98168 City Of Tukwil 6200 So enter Blvd Tu i a, WA 98188 Tukwila City Of 6200 Southc -r Blvd Tu A 98188 King County Hosing Auth 15455 6 ve S ila, WA 98188 Susan Anderson 16019 7th - W Bu • , A 98166 Susan Anderson 16019 7 Use template for 5160® ve SW B -n, WA 98166 Herman Turley 4056 S 146th St Seattle, WA 98168 King County Housing Auth 15455 65th Av- Tu , "A 98188 Scott Label 4226 S 1 St Tu i a, WA 98168 Scott Label 42 . ' 46th St ukwila, WA 98168 Tri & Nga Nguyen 4229 S 144th St Seattle, WA 98168 Lynn Farnam 231 S 177th Pl #C202 Burien, WA 98148 AVERY® Address Labels Laser 5160® z ~ w 6 ..1U 00 co w w J I- O w 2 g Q co I i- w z 1-0 Z ~ w, O _ 0 1- W I—� - O w z U= O ~ z Smooth Feed SheetsTM Jack Morrison 4419 S 144th St Seattle, WA 98168 Dagnew r a 443 : 144th St ila, WA 98168 Leo & Mary Ann Nelson 2150 S Pearl St Seattle, WA 98108 Kim Poulson 14421 46th Ave S Tukwila, WA 98168 Joyceanne Ha 14453 - . Ave S T ila, WA 98168 Glenn Olson 4452 S 146 Sea�t1e; WA 98168 Florence Condon 15618 44th Ave S Seattle, WA 98188 John Litras 4418 S 146th St Tukwila, WA 98168 John Marchi 4406 th St le, WA 98168 Charles & Sharon Kidd 4242 S 146th St Tukwila, WA 98168 AVERY® Address Labels Orva Morrison 4419 S 1 t e, WA 98168 Mary Geros 4435 S 144th St Tukwila, WA 98168 Leo & Mary elson 2150S' =: St e, WA 98108 Kim Poulson 14421 46th S Tuk . ., WA 98168 Norman Olson 14441 46th Ave S Seattle, WA 98168 Kenneth Lum & Jodie Chin 4444 S 146th St Seattle, WA 98168 John & Sheri Huntington Timmons John Shi ley 4434 S 146th St John Shiple ons Tukwil. 98168 653 iew Ave NW #205A --Battle, WA 98117 Isla Wright 1313 Central Ave S Kent, WA 98032 Keith & Carolyn Ha 4260 S 14. Tu. Mirsad & Larisa Levonovna Saric 4238 S 146th St Tukwila, WA 98168 Haso & Edina 4433 S th St • T ila, WA 98168 Haso & Edina Misut 4439 S 1j th-St Tu a, WA 98168 Robert & Kathi van 4461 S 1- ' St Tuk . ' a, WA 98168 Ellsworth & Mary B 14437 46t Se. ' , WA 98168 Kristin Olsen 14447 46th Av Tu l , A 98168 Kevin & Jobe Sheila C 4440 SS11 6th-Sr T-tik ila, WA 98168 Isla Wright 1313 William Bayh Jr. 4244 S 146th a, WA 98168 Tu . ' ., A 98168 tral Ave S nt, WA 98032 Michael Godsey 4240 S 146th St Seattle, WA 98168 Use template for 5160® Laser rv rnw N�^8M1 5160® Smooth Feed SheetsTM Arthur Leon Mcdo 4246 S 146t Seattl - - A 98168 Scott & Sharon . bel 4226 S 14. t Sea A 98168 Grace Taylor 4204 • . th St S - • le, WA 98168 Candalaria Alvarez 14424 46th Ave S Tukwila, WA 98168 Lucille Miller 4629 S 144th St Seattle, WA 98168 Crillion & Edna Loc 4641 S 14 Seatt , A 98168 Kim Nguyen 10729 47th Tu ' A 98178 Timmons John Shipley 6533 Seaview Ave NW #205A Seattle, WA 98117 Clarence Smi 4915 S th St ila, WA 98168 Thomas & Donna eralle 4806 S 146 Seattle ' A 98168 Loren & Kyeon • - 4234 S St T1u wila, WA 98168 Scott & Sharon 4226 S 1 - t e, WA 98168 David & Bonny Lisby 1442 46t a e, WA 98168 Lavonne Ellefson 14408 . - ve S ila, WA 98168 Michael Dietsch 3909 E Howell St Seattle, WA 98122 Larrie & Jacalyn Chmela 4727 S 144th St Tukwila, WA 98168 One Lp Psig 4720 200th St SW #203 Lynnwood, WA 98036 Oliver & Sharon Muth 5021 S 144th St Seattle, WA 98168 Clarence & mith 4915 4th St ila, WA 98168 Robert Olsen 4642 S 146th St Seattle, WA 98168 c er Scott & Sharon Lab 4226 S 14 Se A 98168 Grace Taylor 4204 S i St e, WA 98168 John & Margaret Joseph 14414 46th Ave S Tukwila, WA 98168 Substance Abuse Tr Conquest PO Box 667 Edmonds, WA 98020 Crillion & Edna Lockhart 4641 S e, WA 98168 Kim Nguyen 10729 47th Ave S Tukwila, WA 98178 Mauritz Larson 4817 S 144th St Seattle, WA 98168 Clarence & Lisa Smith 4915 S 144th St Tukwila, WA 98168 Oliver & Sharon Muth 5021 S 14 WA 98168 Wayne W 46 146th St eattle, WA 98168 Use template for 5160® AVERY® Address Labels 0 Laser 5160® Z Ce jU 00 co w= F- �w W 2 g a I W Z = I- O Z I— w W 0 O _ D F- W w I_ U . LO .. W U � O I ' Z Smooth Feed SheetsrM Mary Jane Pie 4625f1i St e le, WA 98168 Merl Manle 1446 Ave S Seattle, WA 98168 Southgate - anderson Llc 10212 NE 43rd St Kirkland, WA 98033 acadam Rd S ila, WA 98168 Richard Geehan 5211E And - :. n Dr Scotts • : -, AZ 85254 Richard Geehan 5211 E Anderson Dr Scottsdale, AZ 85254 Eleanor Ru 4611 0th St e, WA 98168 Craig Anderson 4712 S 144th St Tukwila, WA 98168 Ben Carol Land Dev Inc PO Box 98924 Seattle, WA 98198 Lena Dambrosio 13044 22nd Ave S Seattle, WA 98168 Brian Boye 4616 S 146t Tukw' :, A 98168 Katrina Do 144 th Ave S ila, WA 98168 Southgate -ande °t Llc Anne Patricia Gri 10212 rd St 4529 S 0t1r5t K and, WA 98033 )eatfle, WA 98168 Lorelei Madriaga 5814 15th Ave S Seattle, WA 98108 AVERY® Address Labels George & Renate Timlick 14448 46th Ave S Tukwila, WA 98168 John & Donna Sherrill 510S111thSt Seattle, WA 98168 John Muth 5021 S 144th St Tukwila, WA 98168 Use template for 5160® Mohammad Jam imi- gilani Michael & Rosita Mar'- : oones 14251 Ma am Rd S 1 14314 48th Tuk ' a, WA 98168 Se. • A 98168 City Of Tukwila 6200 Sou . - er Blvd i a, WA 98188 Corp Catholic Archbishop 4415 S 140th St Seattle, WA 98168 Arlene White Michael & Rosita Marie Scoones 4814 S 144th St 14314 48th A Seattle, W ' ' 8168 Sea -, "A 98168 Michael Walter . .ones 143144: •veS Sea • -, WA 98168 Katherine Peterson 3711 135th Ave SE Bellevue, WA 98006 Northfield Ventures Llc PO Box 68016 Tukwila, WA 98168 Santora Evelyn P & Udt 4617 S 140th St Seattle, WA 98168 Leishman Jerald S & Santora Hilltop 18019 NE 109th Ct Redmond, WA 98052 Daniel & Edith Schmeichel 1406 S 259th St Des Moines, WA 98198 Laser 5160® Smooth Feed SheetsrM Samara Inc 29229 18th Ave S Federal Way, WA 98003 Ralph Mathisen 4704 S 144th St Seattle, WA 98168 Arlene White 4814 S 144 Se.• , A 98168 City Of T 6200 . ' center Blvd ila, WA 98188 Samara Inc 29229 18t e S Fed ay, WA 98003 City Of Tu 6200 $et$hcenter Blvd ila, WA 98188 City Of Tukwila 6200 Sou r Blvd Tu ' , WA 98188 City Of Tukwila 6200 Southc- • -r Blvd Tu ., A 98188 City Of Tukwil 3006 No p Way #101 Bell e, WA 98004 L & L Motels I 14110P, cHwyS e, WA 98168 AVERY® Address Labels Jared Helland 4804 S 144th St Tukwila, WA 98168 Corp Catholic Archbishop Corp Catholic c bishop 910 Marion St 910 • . t Seattle, WA 98104 " le, WA 98104 Ricardo & Lutgarda Usi 14027 35th Ave S Tukwila, WA 98168 Donald Pierson 14303 48th Ave S Seattle, WA 98168 Sheila Monaghan • 14313 48th Ave S Seattle, WA 98168 City Of Tukwila 6200 Sout : lvd T ••i a, WA 98188 City Of Tukwila 6200 So er Blvd T ila, WA 98188 City Of Tukwil 6200 So enter Blvd ila, WA 98188 Of Tukwila Ciyt 6200 So nter Blvd T •I a, WA 98188 Robert & Dieu.Hanada 4830 S 146th St Tukwila, WA 98168 City Of Tukwila 14239 42nd Av- Tukwil . 98168 D R Coutcher 14328 48th Ave S Tukwila, WA 98168 D'earl & Anne Patric Griffith 4529 S 140th St Seattle, WA 98168 M W Scoones I 14314 48th Ave S Seattle, WA 98168 City Of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Northfield Ventures Llc PO Box 68016 Tukwila, WA 98168 City Of Tukwila 6200 So • nter Blvd T ••i a, WA 98188 L & L Motels Inc 14110 Pacific Hwy S Seattle, WA 98168 Geotham Ho & M' 4820 S 14. t Tu ., WA 98168 Use template for 5160® Laser 5 160® Smooth Feed SheetsTM Robert & Tuong -vi •ung 4810 S 1461 Tukw• , A 98168 Lethai 4809 S 145th St Tukwila, WA 98168 Rosemary Bias 4835 S 1 • St Tu a, WA 98168 Minh Chan 4830 S 14 T I a, WA 98168 Myron & Caroline Leffall 4806 S 145th St Tukwila, WA 98168 Barry & Marlee Dubno 14014 42nd Seattl A 98168 • Jose & Novema Medrano 14104 42nd Tu .. ' A 98168 Berhabe Patacsil 15135 62nd Ave S Tukwila, WA 98188 Morton Jim & Leona PO Box 18738 Seattle, WA 98118 Temesgen Atanaw & Asres Dessie 14025 43rd Ave S Tukwila, WA 98168 Long Classic Homes 4441 S Meridian Puyallup, WA 98373 Kim Tran ' 4815 S 145th St Tukwila, WA 98168 Nghia Tran Thuy -vy Ngu 4915 S St 4905 St T ila, WA 98168 ila, WA 98168 Richard & Teres�a S 4820 4StlrSt uk it�v•la, WA 98168 Liya Asnauskas 4802 S 145th St Tukwila, WA 98168 Theodore Iv 14020 Ave S wila, WA 98168 James Early 14110 Ave S �a le, WA 98168 David & Kelly 4218S - • St la, WA 98168 William & Jean Schmidt 14103 43rd Ave S Seattle, WA 98168 Darren & Ronda Cobb 14021 43rd Ave S Tukwila, WA 98168 Diem N Giang 4801 S 145th St Tukwila, WA 98168 Tam Nguyen & Christopher Nguyen 4825 S 145 I a, WA 98168 Thinh Nguyen & Mai Phan 4812 S • wila, WA 98168 Normandy Court Associates L L C 1408 NW Richmond Beach Rd Shoreline, WA 98177 Gelu Cazacopol 1410042x. eS T - ' i a, WA 98168 Piotr & Ann Stempa 14116 42nd Ave S Tukwila, WA 98168 Walter & Karen L : ton 1411543r. 'eS Seatt A 98168 Hach & Toeurn Saong 14031 43rd Ave S Tukwila, WA 98168 Michael & Paula Egbert 26705 132nd Ave SE Kent, WA 98042 Use template for 5160® AVERY® Address Labels Laser 5160® • Smooth Feed SheetsTM Huong Huynh 14014 43 ve S Tu a, WA 98168 Henry & Freida - ' . eque 14032 43r• e S Tu , WA 98168 Nardito Ferrer 14116 43rd Ave S Seattle, WA 98168 Eric Yost 14117 44th Ave S Seattle, WA 98168 KrzysztofJankowski 14027 44th Ave S Seattle, WA 98168 James Bates 4325 S 140th Seattle, W 98168 Kasey Clay 140 I rd Ave S ukwila, WA 98168 Gambriell Vern Nardito Ferrer 235 SW 153rd St 14116 43r• e S Seattle, WA 98166 Sea , A 98168 Willie & Teresita Tolentino 14125 44th Ave S Seattle, WA 98168 M M Lac 141 •i�lveS eattle, WA 98168 S Michael & Henryka IDehart 14025 44th Tukjaral, WA 98168 Prakash Michael Vijai & Savitri 14026 43rd Ave S Seattle, WA 98168 Marites Faginkrantz 4122 S 130th St Tukwila, WA 98168 Sergio Ong 9918 S 246th P1 Kent, WA 98030 Christina Kelley & Robe 4321 S 140t Tu • ., WA 98168 Use template for 5160® enan John AVERY® Address Labels Laser 5160® Z _ ,. • w 6 0 co o u� w ' w = J H W O • < F- = _ Z I- O Z 1— U • U O 5 O I- W W . 2 I- U O " 11 •1 Z O ~ Z Smooth Feed SheetsTM Tukwila City Of 4021 S 144th Tukw• ., "A 98168 King County Housing A S 144th St Tukwila, W King County Housing Auth 14410 SE 144th St Renton, WA 9 Michael Roberts 14445 42nd Ave S Seattle, WA 98168 Rex Lynn Holt 4030 1/2 S 146th St Tukwila, WA 98168 Minh Pham 14412 42nd Ave S Tukwila, WA 98168 Scott Label 14418 42nd Ave S Tukwila, WA 98168 Kenneth & Cat - annice 4223 S 144 t Tukwil., A 98168 City Of T 4237 S th St T -• ila, WA 98168 Haso & Edina Misut 4433 S 144th St Tukwila, WA 98168 AVERY® Address Labels City Of Tukwila 14404 Pacific H' Tukwila 8�9 168 City Of Tu 4029 th St ila, WA 98168 Susan Anderson 4053 S 144th St Tukwila, WA 98168 Herman Turley . 4056_$,1461 St Seattle, WA 98168 King County Housing S 146th St Tukwil . ' A Scott Label 14422 42nd Ave S Tukwila, WA 98168 Scott Label 14414 42nd Ave S Tukwila, WA 98168 Tri & Nga N uya 4229 5144 St Seattle, WA 98168 Lynn Farnam 4261 S 144th St Tukwila, WA 98168 Dagnew Desta 4431 S 144th St Tukwila, WA 98168 Tukwila City Of 402 , W wila, WA 98168 King County • g Auth S1 ukwila, WA Peter Klacan 14435 42nd Ave S Tukwila, WA 98168 Count Housing Auth King 4044 S 146th St Tukwila, WA 98168 Sam & Eredulin Martin 14406 42nd Ave S Tukwila, WA 98168 Scott & Sharon Label 14426 42nd Ave S Tukwila, WA 98168 An Tran & Cay Nguyen 4215 S 144th St Tukwila, WA 98168 Flory Callueng 4235 S 144th St Tukwila, WA 98168 Orva Morrison 4419 S 144th St Seattle, WA 98168 Mary Gero 4435 44th St Tu ila, WA 98168 Use template for 5160® Laser 5160® z Z QQ= J U O 0 c O w = N w O QQ uQ = • a Z = I- I- O z I— w w U D O _ O H 0 W W 2 u" ti.l Z U N O ~ z Smooth Feed SheetsTM Use template for 5160® Haso & Edina Misut Leo & Mary Ann Nelson Leo & Mary Ann ► on 4439 S 144th St 4443 S 144th St 4443 S 1 t Tukwila, WA 98168 Tukwila, WA 98168 Tu.• a, WA 98168 Robert & Kathi Sullivan 4461 S 144th St Tukwila, WA 98168 Joyceanne Hagberg 14453 46th Ave S Tukwila, WA 98168 Glenn Olson 4452 S 146th St Seattle, WA 98168 John & Sheri Huntington 4434 S 146th St Tukwila, WA 98168 Isla Wright 4428 S . St T . ' ila, WA 98168 Keith & Carolyn Haas 4260 S 146th St Tukwila, WA 98168 Kim Poulson - 14421 4 t1 Ave S Tulmila, WA 98168 Norman Olso 14441 Ave S S. e, WA 98168 Kenneth Lum & Jodie in 4444 5 146t Sea -, vVA 98168 Timmons John Shipley John Shipley Timmons 4424 S 146th St Tukwila, WA 98168 Isla Wright 4428 S 146th St Tukwila, WA 98168 William Bayh Jr. 4244 S 146th St Tukwila, WA 98168 Mirsad & Larisa Levono .' : _ is Michael Godsey 4238 S 146th 4240 S 1 t Tukwi . ' A 98168 Se. ' e, WA 98168 Loren & Kyeong Hi Decker 4234 S 146th St Tukwila, WA 98168 Scott & Sharon Label 4222 S 146th St Tukwila, WA 98168 AVERY® Address Labels Scott & Sharon Label 4224 S 146th St Tukwila, WA 98168 Grace Taylor 4204 S 146th St Seattle, WA 98168 Ellsworth & Mary Burnham 14437 46th Ave S Seattle, WA 98168 Kristin Olsen 14447 46th Ave S Seattle, WA 98168 Kevin & Jobe Sheila Cuba 4440 S 146th St Tukwila, WA 98168 John Litras 4418 S 14 I a, WA 98168 John Marchiando 4406 S 146th St Seattle, WA 98168 Charles & Sharon Kidd 4242 S 146t Tu,• ' ., WA 98168 Arthur Leon Mcdonald 4246 S 146th St Seattle, WA 98168 Scott & Sharon Label 4220 S 146th St Tukwila, WA 98168 David & Bonny Lisby 14428 46th Ave S Seattle, WA 98168 Laser 5160® Smooth Feed Sheets" John & Margaret Jos 14414 46t Tu Substance Abuse Tr Conquest 4617 S 144th St Tukwila, WA 98168 Crillion & Edna Lockhart 4641 S 144th St Seattle, WA 98168 One Lp Psig 4823 S 144th St Tukwila, WA 98168 Oliver & Sharon Muth 14427 51st Ave S Tukwila, WA 98168 Oliver & Sharon Muth 4861 S 144th St Tukwila, WA 98168 Wayne Weber 4624 S 146th St Seattle, WA 98168 George & Renate T ick 14448 46th TukWI a, WA 98168 John & Donna Sherrill 14434 46th Ave S Tukwila, WA 98168 Anne Patricia Gr 1th • 40th t eattle, WA 98168 AVERY® Address Labels Candalaria Alvare 14424 4 e S ila, WA 98168 Lucille Miller 4629 th St attle, WA 98168 Larrie & Jacalyn Chm la' Kim Nguyen 4803 S 144th St Tukwila, WA 98168 4727 S 144 T ' a, WA 98168 Mauritz Lar 4817. 4th St eattle, WA 98168 Clarence Smith 4915 S 144th St Tukwila, WA 98168 Thomas & Donna Mauzeralle 4806 S 146th St Seattle, WA 98168 Mary Jane Pierre 4620 S 146th St Seattle, WA 98168 Merl Manley 14460 46th Ave S Seattle, WA 98168 Southgate - anderson LI 14005 42nd T •• ' a, A 98168 Hiep Trinh 14011 Macadam Rd S Tukwila, WA 98168 Lavonne Ellefson 14408 46th Ave S Tukwila, WA 98168 Michael Dietsch 4635 S 144th St Tukwila, WA 98168 Timmons John Shipley 4827 S 144th St Tukwila, WA 98168 Clarence & Lisa Smith 4905 S 144th St Tukwila, WA 98168 Robert Olsen 464 th St eattle, WA 98168 Brian Boye 4616 S 146th St Tukwila, WA 98168 Katrina Dohn 14442 46th Ave S Tukwila, WA 98168 Southgate - anderson Llc 14005 42nd Ave S Tukwila, WA 98168 Lorelei Madriaga 14239 Macadam Rd S Tukwila, WA 98168 Use template for 5160® Laser 5160® Z Z 0 0 • O W= - I- � u_ w g Q I w 2 Z � I- O Z I— w • w O N 0 w I— LI O .. W O Z Smooth Feed SheetsTM Mohammad Jamal Hakimi - gilani 14251 Macadam Rd S Tukwila, WA 98168 Northfield Ventures Llc 14224 Tukwila International Blvd Tukwila, WA 98168 Craig Ande oii 4712 S 4th St Tu ila, WA 98168 Michael Walter Scoones 4710 S 144th St Tukwila, WA 98168 Katherine Peterson 14233 Macadam Rd S Tukwila, WA 98168 Jared Hellan 4804 4th St wila, WA 98168 Corp Catholic 14120 $ th St evue, WA 98006 D R Coutcher 14328 • _ Ave S T ila, WA 98168 Samara Inc 42nd e S wila, WA City Of Tu 1424 )fit Ave S ila, WA 98168 AVERY® Address Labels Michael & Rosita Marie Scoones 14314 48th Ave S Seattle, WA 98168 Eleanor Rupp 4611 S 140th St Seattle, WA 98168 Arlene White 4814 S 144th St Seattle, WA 98168 South Central Sch Dist 406 14100 Macadam Rd S Tukwila, WA Daniel & Edith Schmeichel 14245 Macadam Rd S Tukwila, WA 98168 City Of Tukwila 14239 42 T ila, WA 98168 Corp Catholic Archbishop 14120 SE 44th St Bellevue, WA 98006 City Of Tukwila 14212 Tu ila, WA 98168 City Of Tukwit 14245 ve S T ila, WA 98168 tonal Blvd City Of Tukwila 14242 Tu a. 'la- Inter' a onal Blvd T ••i a, WA 98168 Santora Evelyn P & Udt 4617 S 140th St Seattle, WA 98168 Ben Carol Land Dev Inc 14120 Tukwila International Blvd Tukwila, WA 98168 Lena Dambrosio 4407 S 140th St Tukwila, WA 98168 Samara Inc 14201 42nd Ave S I - Tukwila, WA 98168 Ralph Mathisen 4704 S 1 I Se e, WA 98168 Use template for 5160® Ricardo & garda Usi 14027 th Ave S Tyr ila, WA 98168 Donald Pierson 19.0-346 Ave S 'Seattle, WA 98168 Sheila aghan City Of Tukwila 1 48th Ave S 1424 ve eattle, WA 98168 ukwila, WA 98168 City Of Tukw' 1423 st Ave S ukwila, WA 98168 +M`ili..>a#tw..i'.iCiv; Laser 5160® Smooth Feed SheetsTM City Of Tukwila 14223 4 ve S T ila, WA 98168 City Of Tukwila 14046 41st Ave TukwjJ 98168 L & L Motels Inc L & L Motels Inc 14110 Tukwila International Blvd 14110 Pa wy S Tukwila, WA 98168 Se. A 98168 Geotham Ho & Millie Sue 4820 S 146th St Tukwila, WA 98168 Tam Nguyen & Christopher Nguyen 4825 S 145th St Tukwila, WA 98168 Thuy -vy Nguyen 4905 S 145th St Tukwila, WA 98168 Thinh Nguyen & Mai Phan 4812 S 145th St Tukwila, WA 98168 Normandy Court Associates L L C 14225 42nd Ave S #ALL Tukwila, WA 98168 Gelu Cazacopol 14100 42nd Ave S Tukwila, WA 98168 Piotr & Ann Ste 14116 ve S T ila, WA 98168 AVERY® Address Labels Northfield Ventures Lk 14226 Pacific Hwy S Tukwila, WA 98168 City Of Tukwila 14220 41st Tulswi , A 98168 Robert & Tuong -vi Hsiung 4810 S 146th St Tukwila, WA 98168 Rosemary Bias 4835 S 145th St '• Tukwila, WA 98168 Minh Chan 4830 S 145th St • Tukwila, WA 98168 Myron & Caroline 4806 S 1 T a, WA 98168 Barry & Marlee Dubnow 14014 42nd Ave S Seattle, WA 98168 Jose & Novema Medrano 14104 42nd Ave S Tukwila, WA 98168 Berhabe Patacsil 4210 S 142nd St Tukwila, WA 98168 P3. aii' G�' �: k+ »w:FSi:Vr.'.vti+t:l.tfv:�Twr;..� r,..n:tiy ✓x.,'?wvu� nn- �.... c: u. ww�,: �,: �.. :�ax.+ww.+q�. 1u. •_..,.,.._..,.,. Use template for 5160® City Of Tukw a 1424 st Ave S wila, WA 98168 Of Tukwila Ciyt 14228 41st EJ" ,Sea e, WA 98125 Robert & Dieu H��atra 4830 S1 tli St Tyk i a, WA 98168 Kim Tran 4815 S St T wila, WA 98168 Nghia Tran 4915 S 145th St Tukwila, WA 98168 Richard & Teresa Bird 4820 S 145th St Tukwila, WA 98168 Liya Asnauskas 14430 48th PI S Tukwila, WA 98168 Theodore Iv Angle 14020 42nd Ave S Tukwila, WA 98168 James Early 14110 42nd Ave S Seattle, WA 98168 David & Kelly Montoya 4218 S 142nd St Tukwila, WA 98168 Laser 5160® Smooth Feed SheetsTM Walter & Karen Leighton 14115 43rd Ave S Seattle, WA 98168 Hach & Toeurn • oT 1403143r• • ve S Tu a, WA 98168 Michael & Paula Egbert 14015 43rd Ave S Tukwila, WA 98168 Prakash Michael Vijai & Savitri 14026 43rd Ave S Seattle, WA 98168 Nardito Ferrer 14122 43rd Ave S Tukwila, WA 98168 Eric. Yost 14117 44 • ve S Sea • •, WA 98168 Krzysztof J 14027 • Ave S Se • e, WA 98168 James Bates 4325 S St e, WA 98168 AVERY® Address Labels Morton Jim & Leona 14109 43rd Ave S Tukwila, WA 98168 Temesgen Atanaw 14025 43r a, WA 98168 Huong Huynh 14014 43rd Ave S Tukwila, WA 98168 Henry & Freida Archibeque 14032 43rd Ave S Tukwila, WA 98168 Willie & Teresit. .Ientino 14125 44t e S Se•. , A 98168 T ila, ��A 98168 M M Lacy 141114 veS S e, WA 98168 Michael & Henryka Dehart 14025 44th Ave S Tukwila, WA 98168 essie William & Jean Schmidt 4506 S 140th St Tukwila, WA 98168 Darren & Ronda 14021 4 - • ve S T a, WA 98168 Kasey Clay 14020 43rd Ave S Tukwila, WA 98168 Nardito Ferrer 141164 •veS Se. - e, WA 98168 Marites F 14121 Sergio Ong 14105 44th Ave S Tukwila, WA 98168 Use template for 5160® Christina Kelley & Rob - . -. John 4321 S 140 Tu o • a, WA 98168 Laser 5160® Z W c ¢¢ 6 JU 00 co o w= J L WO 2 = a W 2 Z � I- O Z I— W 2 p , O - CI I-` W uj = I— W Z U = , O Z ti Floyd W. Leonard 14429 42 " Ave. So. 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A. �• I, e..1�ra:.LL•.✓�nwu.r..x..r <�au xtxxr. ,,, Co ''^^ • T VI co W = Q CC c W — CC U CC 0 U c i • F De - "ment of Community Development 63L uthcenter Boulevard 7ukwlla, WA 98188-2599 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 1 48TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 - veparrmenrorcvmmunttrr crccvpmcm -- - - -- 6300 Southcenter Boulevard Tukwila, WA 98188-2599 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 :apl;traL`r.:.S;e4..L �e „w.u• .... Z =1-: cc 2 O 0 co 0 :. (/) = J I— NLL W g 4 . � d = W I- _ Z 1- 0 Z 1—. O N; 0 I -. W W I I-� O LLI - = 0 Z w CD W a) rn LL u) rt M Depart) ,ent of Lummunity Development 6300 Southcenter Boulevard Tukwila, WA 98188.2599 Tukwi la WA 98188 -2599 rsoe Tkwila, WA 98188.2599 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 77365T48TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 1 48TH ST TUKWILA WA 98168 Z Di CD ZO O CO O) v 3 I t 74 5 O V] I O M 1 6300 So ,twnnter Boulev rd Tukwila- 98188.25' CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 ... .... .n.�.!_e:a•..b�i:' _:_�'ux�'.`.:x.;.c.,i. fur.;«, i. t. �r ::!.VU i,�e,�iy�y::>: . • Z W : 6 �. U U 0. W J I— W O LL • Ci W Z �. I. 0 Z U 'O U; I— ; W LLl I - U LL O .. W = O ~ 6300 Southcc ?oulevard Tukwila, WA 9o1 o8-2599 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 }- Z: . W. Ce • 0O U3 W J I-' W' ui O: LL Q • 'co 3 _ Z F- O' Z .O N S' 0 I— " In' U_ . 11-- � : Z U � O I— Z Department of Community Development 6300 Southcenter Boulevard 71 kwlle, WA 98188.2599 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT " 3730 S 148TH ST TUKWILA WA 98168 3730 S 148TH ST TUKWILA WA 98168 CUR-WENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 3730 S 148TH ST TUKWILA WA 98168 is Y'ni: "h 1. ti�. S+` rv: 4'} �n :."n'i./�Sik:siLL✓•f.t.ie:.�wA �1�.w mmoscrwmpuur IuIW1ld, VVH YYI/dtP2.5 44 CURRENT RESIDENT 3515 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 . 41, 441..._.........x0..4......... «4444,., - - - `+..p>u. N iuftwsta, WA Y8188-2599 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3515 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 CURRENT RESIDENT 3730 S 148TH ST TUKWILA WA 98168 urVieNr REsIDE 3730 S 148TH ST Nr MICWILA W 98 168 4 :; , •• . • vrennammammenomagau=s0=0:02252====ga Z 11 uj IX 2: • 0 0 C • U) WI - J • u_ I. u j 0 g u_ z 1-0 z W W n 0 • ( 0 — W uj I 0 0 z Ui • (j) 0 z • City of Tula. , } = o; Department of Communi ry D 6300 Southcenter Boulevard Development Tkwila, WA 9 8188 -2599 Tukwila, WA 98188-2599 CURRENT RESIDENT 3455 S 1 46TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CU}ZITENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3515 S 146TH ST TUKWILA WA 98168 • ■11. Z4t.S?r�,uug: ueparuuem uj iiiiii u•� 6300 Southcenter Boule Tukwila, WA 98188-25t CURRENT RESIDENT 3455 S 1461-14 98168 T UKWILA W CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 '.r: �7:` ai: 51: i��i'ir�t:�iusc��#: >�"'•'Jkie Department of Community Development 6300 Southcenter Boulevard 71.dcwIla, WA 98188-2599 /908 Tukwila, WA 98188-2590 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3455 S 146TH ST TUKWILA WA 98168 11 .•••■••••••■••*■•••••••...0■11,11.17•01.1••■•••••■■■• • • • CURRENT RESIDENT 3455 S 146TH ST. TUKWILA WA 98168 "1: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2599 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 CURRENT RESIDENT 3465 S 146TH ST TUKWILA WA 98168 /r Date: September 17, 2003 Attn: Minnie Dhaliwal 6300 Southcenter Boulevard #100 Tukwila, WA 98188 RE: Labels/List for Tukwila School District Prepared By: Dylan Kondo Customer Service Department / PACII1h1C NORTHWEST TITLE Co mpan o W o n, In c. y � RECEIVED SEP 1 2003 COMMUNITY DEVELOPMENT ❑ Property Profile ❑ Parcel Map ❑ Vesting Deed/Conveying Document ❑ Deeds of Trust ❑ Comparable Sales ❑ Demographics ❑ Radius Search ❑ Farm/Phone List ❑ Legal Description ❑ Labels/Disk Notes: There will be some properties that are not in the labels because of the new privacy act laws. They will be on the single line reports marked with "(no mail)" in the site address column. Unfortunately because of the new laws I am not allowed to create mailing labels for said properties. Also I have included a set of labels for non -owner occupied homes' mailing addresses. There will be more labels for the mailing addresses because this will included the address of owners of vacant land. Whereas the vacant land will not have a label created. If you have any other questions please feel free to call me at the number below. Have a nice day, Dylan K. Kondo Customer Service Department 54 Rainier Ave S • Renton • WA • 98055 Phone (425) 228 -6448 • Fax (425) 228 -6370 http : / /www.pnwt.com z . 1- .F 6 cc u`5 = . U N -II— 0 u- ? . co z � �- z �— w w o U co O — Ill al ~ - u.. z U N O ~. z 004000 0191 004000 0194 004000 0196 004000 0197 004000 0198 004000 0199 004000 0205 004000 0210 004000 0215 004000 0220 004000 0225 004000 0228 004000 0230 004000 0231 004000 0234 004000 0235 004000 0240 004000 0243 004000 0244 004000 0335 004000 0336 004000 0338 004000 0339 004000 0340 004000 0341 004000 0344 004000 0345 004000 0361 004000 0362 004000 0365 004000 0370 004000 0375 004000 0380 004000 0383 004000 0384 004000 0390 004000 0392 004000 0395 004000 0395 004000 0400 004000 0401 004000 0403 004000 0405 004000 0406 004000 0407 004000 0408 004000 0410 004000 0416 004000 0417 004000 0419 004000 0420 004000 0425 004000 0426 004000 0427 004000 0427 Tukwila City Of City Of Tukwila Tukwila City Of King County Housing Auth City Of Tukwila King County Housing Auth King County Housing Auth Anderson Susan E Anderson Susan E Anderson Susan E Anderson Susan E Floyd Leonard W Anderson Susan E Klacan Peter Roberts Michael J Turley Herman R King Count Housing Auth Holt Rex Lynn King County Housing Auth Martin Sam M /Eredulin Pham Minh Label Scott Label Scott/Sharon Label Scott Label Scott Tran An Q;+ Vannice Kenneth D /Cathryn E Nguyen Tri/Nga Callueng Flory A City Of Tukwila Farnam Lynn A Morrison Jack R Morrison Orva B Misut Haso /Edina Desta Dagnew A;+ Geros Mary A Misut Haso/Edina;+ Nelson Leo V & Mary Ann Nelson Leo V & Mary Ann Sullivan Robert D/Kathi J Poulson Kim A Poulson Kim A Burnham Ellsworth E & Mary Hagberg Joyceanne Olson Norman A Olsen Kristin M Olson Glenn H Lum Kenneth C & Chin Jodie A Cuba Kevin;Jobe Sheila Condon Florence L Huntington John/Sheri Timmons John Shipley Trustee Litras John G Wright Isla M;+ Wright Isla M;+ IetroScan / King (WA) Parcel Number Owner Name Site Address 4021 S 144th St Tukwila 98168 1979 14404 Pacific Hwy S Tukwila 98168 4021 S 144th St Tukwila 98168 1948 S 144th St Tukwila 4029 S 144th St Tukwila 98168 S 144th St Tukwila 14410 SE 144th St Renton 98059 1969 4053 S 144th St Tukwila 98168 1942 *no Site Address* Tukwila *no Site Address* Tukwila *no Site Address* Tukwila 14429 42nd Ave S (No Mail ) Tukwila 981 1939 *no Site Address* Tukwila 14435 42nd Ave S Tukwila 98168 1954 14445 42nd Ave S Seattle 98168 1957 4056 S 146th St Seattle 98168 1948 4044 S 146th St Tukwila 98168 1969 4030 1/2 S 146th St Tukwila 98168 1960 S 146th St Tukwila 14406 42nd Ave S Tukwila 98168 1929 14412 42nd Ave S Tukwila 98168 1995 14422 42nd Ave S Tukwila 98168 2000 14426 42nd Ave S Tukwila 98168 1939 14418 42nd Ave S Tukwila 98168 2001 14414 42nd Ave S Tukwila 98168 2001 4215 S 144th St Tukwila 98168 1955 4223 S 144th St Tukwila 98168 1939 4229 S 144th St Seattle 98168 1949 4235 S 144th St Tukwila 98168 1942 4237 S 144th St Tukwila 98168 1961 4261 S 144th St Tukwila 98168 1931 *no Site Address* Tukwila 4419 S 144th St Seattle 98168 1916 4433 S 144th St Tukwila 98168 1950 4431 S 144th St Tukwila 98168 1991 4435 S 144th St Tukwila 98168 1942 4439 S 144th St Tukwila 98168 1984 4443 S 144th St Tukwila 98168 1946 4443 S 144th St Tukwila 98168 1926 4461 S 144th St Tukwila 98168 1936 14421 46th Ave S Tukwila 98168 1958 *no Site Address* Tukwila 14437 46th Ave S Seattle 98168 1942 14453 46th Ave S Tukwila 98168 1947 14441 46th Ave S Seattle 98168 1947 14447 46th Ave S Seattle 98168 1947 4452 S 146th St Seattle 98168 1956 4444 S 146th St Seattle 98168 1954 4440 S 146th St Tukwila 98168 1949 *no Site Address* Tukwila 4434 S 146th St Tukwila 98168 1949 4424 S 146th St Tukwila 98168 1920 4418 S 146th St Tukwila 98168 1993 4428 S 146th St Tukwila 98168 1942 4428 S 146th St Tukwila 98168 1977 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB Owner Phone 206 - 246 -6689 206 - 244 -2615 206 - 244 -7740 PM' nt 206 - 431 -0559 206 - 248 -3520 206 - 243 -6217 206 - 444 -5429 206 - 243 -9315 206 - 242 -2340 206 - 242 -2340 206 - 243 -6765 206 -241 -3897 206 - 246 -5629 206 - 242 -0911 206 - 433 -0851 206 - 789 -8193 Z Q W C4 2 00 U) W -i_ H w 0 u_ Q = W z � O Z 1— W W U D O — DH w w O .. Z W co 0 0 Z Parcel Number Owner Name 004000 0431 004000 0440 004000 0441 004000 0442 004000 0443 004000 0446 004000 0450 004000 0455 004000 0462 004000 0464 004000 0470 004000 0471 004000 0472 004000 0478 004000 0482 004000 0483 004000 0484 004000 0490 004000 0495 004000 0496 004000 0500 004000 0501 004000 0505 004000 0510 004000 0511 004000 0515 004000 0516 004000 0517 004000 0520 004000 0521 004000 0522 004000 0530 004000 0535 004000 0566 004000 0570 004000 0575 004000 0581 004000 0585 004000 0586 004000 0590 004000 0592 004000 0595 004000 0596 152304 9008 152304 9008 152304 9027 152304 9035 152304 9036 152304 9040 152304 9041 152304 9044 152304 9054 152304 9070 152304 9092 152304 9096 Marchiando John Haas Keith A /Carolyn 13 Bayh William K Jr Kidd Charles E /Sharon J Saric Mirsad/Larisa Levonovna Godsey Michael E Mcdonald Arthur Leon Decker Loren O /Kyeong Hi Label Scott/Sharon Label Scott/Sharon Label Scott/Sharon Taylor Grace K Taylor Grace K Lisby David W /Bonny S Joseph John/Margaret Alvarez Candalaria Ellefson Lavonne D Conquest Substance Abuse Tr Miller Lucille Dietsch Michael P Lockhart Crillion/Edna B Lockhart Crillion & Edna B Chmela Larrie & Jacalyn Nguyen Kim T Nguyen Kim T Psig One Lp Larson Mauritz F Timmons John Shipley Trust Muth Oliver M & Sharon Smith Clarence C /Lisa E Smith Clarence C Smith Clarence C /Lisa E Muth Oliver M & Sharon M Mauzeralle Thomas A & Donna K Palmer Suzanne A;Palmer Suzanne Olsen Robert J Weber Wayne E Pierre Mary Jane Boye Brian P Timlick George D /Renate A Manley Merl Dohn Katrina Sherrill John W/Donna M Southgate - anderson Llc Southgate - anderson Llc Griffith Anne Patricia Trinh Hiep;+ Madriaga Lorelei T Muth John C Geehan Richard A Hakimi - gilani Mohammad Jamal Scoones Michael W /Rosita Marie Geehan Richard A City Of Tukwila Northfield Ventures Llc rletroScan /King (WA) Site Address YB 4406 S 146th St Seattle 98168 1942 4260 S 146th St Tukwila 98168 1947 4244 S 146th St Tukwila 98168 1995 4242 S 146th St Tukwila 98168 1994 4238 S 146th St Tukwila 98168 1994 4240 S 146th St Seattle 98168 1941 4246 S 146th St Seattle 98168 1930 4234 S 146th St Tukwila 98168 1912 4224 S 146th St Tukwila 98168 1958 4220 S 146th St Tukwila 98168 1958 4222 S 146th St Tukwila 98168 1909 4204 S 146th St Seattle 98168 1950 *no Site Address* Tukwila 14428 46th Ave S Seattle 98168 1940 14414 46th Ave S Tukwila 98168 1950 14424 46th Ave S Tukwila 98168 1942 14408 46th Ave S Tukwila 98168 1998 4617 S 144th St Tukwila 98168 1904 4629 S 144th St Seattle 98168 1921 4635 S 144th St Tukwila 98168 1939 4641 S 144th St Seattle 98168 1904 *no Site Address* Tukwila 4727 S 144th St Tukwila 98168 1983 4803 S 144th St Tukwila 98168 1904 *no Site Address* Tukwila 4823 S 144th St Tukwila 98168 1953 4817 S 144th St Seattle 98168 1961 4827 S 144th St Tukwila 98168 1967 14427 51st Ave S Tukwila 98168 *no Site Address* Tukwila 4915 S 144th St Tukwila 98168 1955 4905 S 144th St Tukwila 98168 1946 4861 S 144th St Tukwila 98168 1921 4806 S 146th St Seattle 98168 1937 *no Site Address* Tukwila 4642 S 146th St Seattle 98168 1944 4624 S 146th St Seattle 98168 1954 4620 S 146th St Seattle 98168 1947 4616 S 146th St Tukwila 98168 1942 14448 46th Ave S Tukwila 98168 14460 46th Ave S Seattle 98168 1907 14442 46th Ave S Tukwila 98168 1931 14434 46th Ave S Tukwila 98168 2002 14005 42nd Ave S Tukwila 98168 1949 14005 42nd Ave S Tukwila 98168 1922 4529 S 140th St Seattle 98168 1921 14011 Macadam Rd S Tukwila 98168 1920 14239 Macadam Rd S Tukwila 98168 1947 *no Site Address* Tukwila *no Site Address* Tukwila 14251 Macadam Rd S Tukwila 98168 1947 14314 48th Ave S Seattle 98168 1964 *no Site Address* Tukwila 14242 Tukwila International Blvd Tukwila 14224 Tukwila International Blvd Tukwila 1965 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Owner Phone 206 - 243 -9918 206 - 243 -3842 206 - 241 -0954 206 - 325 -1496 206 - 248 -0920 206 - 242 -0153 206 -789 -8193 206 - 244 -2301 206 - 244 -2301 206 - 246 -3163 206 - 243 -6349 206 - 242 -1237 206 - 243 -8876 206 - 444 -6858 206 - 246 -9820 206 - 244 -2301 602 - 494 -6073 206 - 243 -7266 602 - 494 -6073 /IetroScan /King (WA) Parcel Number Owner Name 152304 9107 152304 9109 152304 9111 152304 9116 152304 9117 152304 9122 152304 9123 152304 9124 152304 9154 152304 9164 152304 9172 152304 9180 152304 9188 152304 9191 152304 9197 152304 9208 152304 9209 152304 9210 152304 9210 152304 9212 152304 9213 152304 9240 152304 9242 152304 9247 152304 9269 152304 9270 152304 9271 152304 9279 152304 9289 152304 9290 155420 0005 155420 0010 155420 0015 155420 0020 155420 0025 155420 0030 155420 0033 155420 0034 155420 0035 155420 0036 155420 0037 161000 0335 161000 0355 261000 0010 261000 0020 261000 0030 261000 0040 261000 0050 261000 0060 261000 0070 261000 0080 261000 0090 261000 0100 261000 0110 261000 0120 Rupp Eleanor A Corp Catholic Archbishop Santora Evelyn P Trustee;Udt;+ Anderson Craig A White Arlene L Scoones Michael W /Rosita Marie Ben Carol Land Dev Inc Scoones Michael Walter Leishman Jerald S;Santora Trustee South Central Sch Dist 406 Dambrosio Lena Peterson Katherine J Schmeichel Daniel & Edith Samara Inc Helland Jared City Of Tukwila Mathisen Ralph A Corp Catholic Archbishop Corp Catholic Archbishop White Arlene L Usi Ricardo T /Lutgarda V Coutcher D R City Of Tukwila Mccready A J Mccready Arthur J Pierson Donald A Griffith D'earl & Anne Patric Samara Inc Monaghan Sheila Scoones M W City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila Northfield Ventures LIc City Of Tukwila City Of Tukwila City Of Tukwila City Of Tukwila Ciyt Of Tukwila L & L Motels Inc L & L Motels Inc Hanada Robert M/Dieu N Ho Geotham J Hsiung Robert/Tuong -vi Long Classic Homes Giang Diem T N Le Thai Tran Kim A Nguyen Tam Bias Rosemary Tran Nghia H Nguyen Thuy -vy Chan Minh .,. —.gyp., ,_,�?'�1•.S� ' rcc� v�aq. , '.: , ..±,-.+ rv.- r... q�. ....,..o:.c�w..,�,..- r.r�n.. -.M Site Address 4611 S 140th St Seattle 98168 *no Site Address* Tukwila 4617 S 140th St Seattle 98168 1 4712 S 144th St Tukwila 98168 1 4814 S 144th St Seattle 98168 1 *no Site Address* Tukwila 14120 Tukwila International Blvd Tukwila 1955 4710 S 144th St Tukwila 98168 1967 *no Site Address* Tukwila 14100 Macadam Rd S Tukwila 4407 S 140th St Tukwila 98168 1940 14233 Macadam Rd S Tukwila 98168 1952 14245 Macadam Rd S Tukwila 98168 1949 14201 42nd Ave S Tukwila 98168 1982 4804 S 144th St Tukwila 98168 1938 14239 42nd Ave S Tukwila 98168 1955 4704 S 144th St Seattle 98168 1954 14120 SE 44th St Bellevue 98006 1963 14120 SE 44th St Bellevue 98006 1963 *no Site Address* Tukwila 14027 35th Ave S Tukwila 98168 1957 14328 48th Ave S Tukwila 98168 1947 14212 Tukwila International Blvd Tukwila 1962 4716 S 144th St (No Mail) Seattle 98168 1950 *no Site Address* Tukwila 14303 48th Ave S Seattle 98168 1960 *no Site Address* Tukwila 42nd Ave S Tukwila 14313 48th Ave S Seattle 98168 *no Site Address* Tukwila 14247 41st Ave S Tukwila 98168 14241 41st Ave S Tukwila 98168 14245 41st Ave S Tukwila 98168 14237 41st Ave S Tukwila 98168 14223 41st Ave S Tukwila 98168 14226 Pacific Hwy S Tukwila 98168 14240 41st Ave S Tukwila 98168 *no Site Address* Tukwila 14046 41st Ave S Tukwila 98168 14220 41st Ave S Tukwila 98168 14228 41st Ave NE Seattle 98125 14110 Tukwila International Blvd Tukwila 1942 14110 Pacific Hwy S Seattle 98168 1977 4830 S 146th St Tukwila 98168 2002 4820 S 146th St Tukwila 98168 4810 S 146th St Tukwila 98168 *no Site Address* Tukwila *no Site Address* Tukwila *no Site Address* Tukwila 4815 S 145th St Tukwila 98168 4825 S 145th St Tukwila 98168 4835 S 145th St Tukwila 98168 4915 S 145th St Tukwila 98168 4905 S 145th St Tukwila 98168 4830 S 145th St Tukwila 98168 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB Owner Phone 1937 206 - 242 -8881 937 206 - 242 -7708 938 206 - 243 -3264 952 206 - 248 -1202 2002 2002 2002 2002 2002 206 - 246 -7519 253- 839 -6290 206 - 243 -6532 206 - 248 -1202 206-244-3517 206 - 244 -6583 206 - 244 -6583 206 - 433 -2802 206 - 243 -4822 Z W 00 W I CO !L- iu 0 2 u_a I Cr H Z = HO Z H w W U ca ON O H w 0 r- u- O .. Z w U= O H. Z Parcel Number 261000 0130 261000 0140 261000 0150 261000 0160 611110 0005 734820 0015 734820 0020 734820 0025 734820 0030 734820 0035 734820 0045 734820 0050 734820 0055 734820 0060 734820 0065 734820 0070 734820 0075 734820 0080 734820 0085 734820 0090 734820 0115 734820 0120 734820 0125 734820 0130 734820 0134 734820 0135 734820 0150 734820 0155 734820 0160 734820 0165 734820 0170 734820 0175 734820 0180 734820 0185 734820 0195 734820 0200 Bird Richard A/Teresa J Nguyen Thinh Leffall Myron E /Caroline L Asnauskas Liya Y Normandy Court Associates L L C Dubnow Barry L & Marlee F Angle Theodore R Iv Cazacopol Gelu Medrano Jose T/Novema A Early James W Stempa Piotr /Ann C Patacsil Berhabe Montoya David C /Kelly Leighton Walter A & Karen E Morton Jim/Leona Trust Schmidt William J & Jean A Saong Hach/Toeurn Atanaw Temesgen A;Dessie Asres H Cobb Darren B/Ronda D Egbert Michael J & Paula Huynh Huong T Clay Kasey M Prakash Michael Vijai /Savitri Archibeque Henry J /Freida Gambriell Vern Trust Ferrer Nardito N Ferrer Nardito N Tolentino Willie S & Teresita Faginkrantz Marites Yost Eric Lacy M M Ong Sergio B Jankowski Krzysztof Dehart Michael P/Henryka Kelley Christina M /John Robert Ken Bates James D rletroScan /King (WA) Owner Name Site Address 4820 S 145th St Tukwila 98168 4812 S 145th St Tukwila 98168 4806 S 145th St Tukwila 98168 14430 48th PI S Tukwila 98168 14225 42nd Ave S #ALL Tukwila 98168 14014 42nd Ave S Seattle 98168 14020 42nd Ave S Tukwila 98168 14100 42nd Ave S Tukwila 98168 14104 42nd Ave S Tukwila 98168 14110 42nd Ave S Seattle 98168 14116 42nd Ave S Tukwila 98168 4210 S 142nd St Tukwila 98168 4218 S 142nd St Tukwila 98168 14115 43rd Ave S Seattle 98168 14109 43rd Ave S Tukwila 98168 4506 S 140th St Tukwila 98168 14031 43rd Ave S Tukwila 98168 14025 43rd Ave S Tukwila 98168 14021 43rd Ave S Tukwila 98168 14015 43rd Ave S Tukwila 98168 14014 43rd Ave S Tukwila 98168 14020 43rd Ave S Tukwila 98168 14026 43rd Ave S Seattle 98168 14032 43rd Ave S Tukwila 98168 *no Site Address* Tukwila 14116 43rd Ave S Seattle 98168 14122 43rd Ave S Tukwila 98168 14125 44th Ave S Seattle 98168 14121 44th Ave S Tukwila 98168 14117 44th Ave S Seattle 98168 14111 44th Ave S Seattle 98168 14105 44th Ave S Tukwila 98168 14027 44th Ave S Seattle 98168 14025 44th Ave S Tukwila 98168 4321 S 140th St Tukwila 98168 4325 S 140th St Seattle 98168 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB Owner Phone 2002 2002 2002 1967 1920 1931 1920 1920 1963 1974 1974 206 - 246 -8478 1942 206 -241 -6584 1937 206 - 246 -3254 206 -244 -9659 1950 1939 1960 1960 1930 1961 206 - 433 -8072 1961 1982 1989 1937 1914 1959 1959 1918 1961 1908 1936 1942 206 - 243 -6461 206 -241 -7382 206 - 244 -2412 4 . September 11, 2003 Craig McClelland 724 Columbia Street NW Ste 400 Olympia WA 98501 Dear Mr. McClelland: If you have any questions you can reach me at 206- 431 -3685. Sincerely, Minnie Dhaliwal Senior Planner City of Tukwila 1 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Re: Notice of complete application for Administration building for Tukwila School District at 4414 S 144 Street, Tukwila. File numbers L03 -051 and E03 -022. Based on a review of your submittal relative to those requirements as set out in the Complete Application Checklists for SEPA and Conditional Use Permit, your applications are deemed complete. Additionally, we have started code - related review and your application has been routed to different departments. A notice of land use application must be distributed within 14 days. As per our phone conversation please submit a complete set of mailing labels. The next step is for you to install the notice board on the site. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. Please call me to discuss the timing of the notice and to obtain a laminated copy of the notice. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 SHIPPER /GENERATOR r k , b \ \ , r . \ \ c . 1 CONTACT g J JOB # 7 0 •,. r-- F , ADDRESS U (, t/ /1 `/ 0 / -1-../ G/ 51 PHONE# ))6; 4 .��.. 7 , .LOAD # ■ CITY, STATE, ZIP T , kA. k 1 L,,...) ( J DA TE 7 CARRIER �y f � �,. 3 J , PHONE# ; .-? �, DOCUMENT #77 70 (/ CONSIGNEE c / a c., CONTACT' 1 . ) TRUCK # 7 ? 7 ADDRESS / c 626 , 1 0 v , j \.) PHONE# PRODUCTTYPPEL- CITY STATE, ZIP , .? ?- I ,�' i` EST. GALLONS L/ )' HM ITEM # U.S. DOT DESCRIPTION # TYPE QTY. A ` -'r) /`. — z u ✓ Ot 1 k �' l (A el ✓t J r" Y 7 7391 / B ? C D ' A. WPQ # DISP. CODE: 4 t.: v / BILL OF LADING AND GALLONAGE TICKET B. WPQ # DISP. CODE: WASH OUT: YES ( ) NO ( ) 7343 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 (206) 832 -3000 FAX: (206) 832 -3030 24 HOUR EMERGENCY PHONE: 1- 800 - 424 -9300 DISPOSAL C. WPQ # DISP. CODE' D. WPQ # DISP. CODE DUMP DELAY TIME E. WATER GALLONS LOCATION TEST DISP. CODE F. SOLIDS GALLONS LOCATION TEST DISP. CODE SUSPENDED SOLIDS BY CENTRIFUGE + • GALS SEDIMENT G. OIUDIESEUGAS GALLONS LOCATION TEST DISP. CODE HOC'S PCB'S B S &W API Shipper's Certification: I hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name and are classified, packed, marked and labeled, and are in all respects in proper condition for transport by highway, vessel and rail according to applicable international and national government regulations and this material is not regulated as a hazardous waste in accordance with WAC 173 -303, 40 CFR. Part 261 or 40 CFR Part 761. S • IP PER (PRINT NAME) . X 7 rM. L( ',, CARRIER - DRIVER 1 (PRINT NA X X CARRIER - DRIVER 2 (PRINT NAME) CONSIGNEE (PRINT NAME) E) SIGNAT X a...^�� ,SIGNATURE SIGNATURE X SIGNATURE 27904 RECEIVED SEP 0 8 2003 TUKWILA p TIME IN tl IP WORKS LAB: Y / N DATE: DATE: 9-` ?-• DATE: DATE: • EMPLOYEE NAME CL PD EQUIP. NO. START STOP ST HOURS OT HOURS yo }\ 1 ∎3 1- VACUUM TRUCK -LARGE AIR COMPRESSOR VI /1b 0 LOADER i • ••- •• VACUUM TRUCK -SMALL I. GENERATOR PERSONNEL TRUCK ' • . DUMPTRUCK W /PUP WASH PUMP PORTA POTTY HOTSEY ROLL OFF TRUCK ■ I BAKER TANK AIR COMPRESSOR . "'' "' N. • ' COPUS BLOWERS • • • . I, • ..- • • — • •• SEP 0 $ ZOOS BACKHOE - ., ,....,.... 4 __._......, ... , ..... ....... 1 WOR KS . ... .. .. . PUBLIC LOADER..... it ._:...'...^,,:.. .: _ ... BOL/MANIFEST FACILITY PRODUCT VOLUME SUBTOTAL LABOR RENTAL EQUIPMENT EQUIP. # NO. X ' VENDOR HOURS MATERIALS /SUBS /STOCK ROE . INVOICE # VACUUM TRUCK -LARGE AIR COMPRESSOR TRACKHOE "; % '' • ' h : i'..• . is • • LOADER i • ••- •• VACUUM TRUCK -SMALL I. GENERATOR PERSONNEL TRUCK ' • . DUMPTRUCK W /PUP WASH PUMP PORTA POTTY HOTSEY ROLL OFF TRUCK ■ I BAKER TANK AIR COMPRESSOR . "'' "' N. • ' COPUS BLOWERS • • • . • • • • ..- • • — • •• • BACKHOE - ., ,....,.... 4 __._......, ... , ..... ....... .. _.. . ... .. .. . LOADER..... it ._:...'...^,,:.. .: _ ... BOL/MANIFEST FACILITY PRODUCT VOLUME . i I �. .... .� .. ..i.• ;Y: •,r t r . . . ..... __ ._. . REMEDIAL EQUIPMENT EQUIP. # HOURS TANK CLEANING EQUIPMENT EQUIP. # HOURS BACKHOE VACUUM TRUCK -LARGE TRACKHOE "; % '' • ' h : i'..• . is • • LOADER i • ••- •• VACUUM TRUCK -SMALL x73"7 PERSONNEL TRUCK ' • . DUMPTRUCK W /PUP WASH PUMP • DUMPTRUCK -SOLO HOTSEY ROLL OFF TRUCK PERSONNEL TRUCK . AIR COMPRESSOR . M15 / M8 PUMPS N. -v..: r... *tit." . . .. . ...... . .. • • • • A, ' ' 9010 E. Marginal Way South, # 200 Seattle, Washington 98108 03WO©1 ONg. (206) 832 -3000 • Fax (206) 832 -3030 PROJECT NAME/TANK NUMBER: PROJECT ADDRESS: CUSTOMER BILLING NAME: CUSTOMER CONTACT: BASE WORK SUMMARY OF WORK REQUIRED: Labor Classifications: • ` 1. Supervisor 2. General Laborer / Tank Cleaner 3. Rolloff Operator 4. Equipment Operator (Backhoe, etc.) a»•• ar - - - ..._J.__ . • • ...Mr. r• -.ar. .fl►.: ' . • Ns- . RET 5. Vac Truck Driver 6. Dumptruck -Solo 7. Dumptruck -TT 8. Plumber / Pipefitter JOB WORK ORDER 3. ccs- 3 -4 • JOB NUMBER: - 5c) - JOB DATE: a`k 3 O 3 c• Uc) Ole k \\ PHONE NO • J CHANGE ORDER WORK 9. Cement Masons 10. Supermacs Operator 11. Oflsite / Travel Time 12. Other C3 , Site Super. Proj. Mngr. Customer: Approval •. 41111P • - v• • • C(��- 7i`�5�'T Joanna Spencer - Phase II Final Report.& '".--\, Page 1 August 15, 2003 Kleinfelder Project No. 34178 Mr. Craig McCelland BJSS Durate Byrant, AIA 724 Columbia Street NW, Suite 400 Olympia, WA 98501 Subject: Letter Report Limited Phase II Subsurface Soil Assessment In -place Abandoned Heating Fuel UST 4640 South 144t Street Tukwila, Washington Dear Mr. McCelland: Kleinfelder is pleased to present this letter report summarizing our findings and recommendations associated with a limited Phase II Subsurface Soil Assessment conducted adjacent to an abandoned heating fuel underground storage tank (UST) located at the above - referenced property. We understood that the UST was reportedly closed in -place several years ago. In general, the heating fuel product was reportedly removed from the UST and filled with concrete. During the previous UST closure process, evidence of petroleum product was reportedly observed in the surrounding soils. We understand that a remediation contractor was retained to implement an in -situ soil remediation program to reduce the levels of petroleum- impacted soils. No information was available regarding the performance of the in -situ remediation activities or the UST closure process. We further understand that the City of Tukwila is planning on redeveloping the site in the near future. The redevelopment will consist of demolishing the existing buildings and removing the abandoned heating fuel UST. In order to assess the potential impacted of the inactive UST and petroleum- impacted soil on the proposed construction activities, Kleinfelder was retained by the City of Tukwila School District to further assess the potential presence of petroleum- impacted soil associated with the previous UST Closure program. Purpose AND SCOPE OF SERVICES The purpose of our assessment was to assess the presence of petroleum- impacted soil in the vicinity of the abandoned heating fuel UST. To accomplish this objective, we completed three strata -probe boreholes adjacent to the UST to assess the potential presence of petroleum - impacted soils. 34178/SEA3L239.doc Page 1 of 4 Copyright 2003 Kleinfelder, Inc. Joanna Spencer - Phase II Final Rep J' Page 2 field activities In accordance with OSHA and state regulations, a site specific Health and Safety Plan was developed prior the field activities. All field personnel were required to implement the health and safety procedures presented in this document. Prior to implementing the drilling activities, Kleinfelder contacted a service that notifies public and private utilities of the proposed subsurface investigations. In response, the below -grade utility locations were identified by the utilities and their inferred location was marked on the ground surface. This information was used to aid in identifying the final locations of our proposed borings. On August 13, 2003, soil probes (B -1, B -2 and B -3) were completed at the subject property. The probes were advanced using a StratoprobeTM direct push drill rig. Soil samples were collected at three -foot intervals for stratigraphic logging and field screening. Probes B -2 and B -3 were completed at depths of approximately 15 and 16 feet bgs, respectively. The borings were completed at a 25 to 30 degree angle to provide better access beneath the UST. Probe B -1 encountered refusal at approximately 4 feet bgs and thus was terminated at this depth. Decontamination procedures were performed in general accordance with Environmental Protection Agency (EPA) and Ecology established protocol. A licensed Kleinfelder geologist was present during the drilling and soil sampling to observe and document soil conditions. Soil samples were collected from each soil probe at 3 -foot intervals, using a modified split -spoon sampler, or slim -wall sampler. The soil samples were collected for soil identification and chemical analysis. All soil samples were visually observed for any identifiable signs of petroleum- related contamination and screened for the presence of heating fuel using a photoionization detector (PlD). After geologic logging, selected soil samples were placed into laboratory prepared jars, labeled, and placed into a chilled cooler for transport to the analytical laboratory for chemical analysis. The soil samples were analyzed for petroleum hydrocarbons by Ecology Method NWTPH —Dx. Subsurface exploration confirmed the presence of dense silty sand with some gravel underlain by silt. The field geologist observed no evidence of localized perched groundwater or shallow groundwater. 34 t 78 /SEAS L239.doc Copyright 2003 Kleinfelder, Inc. SUBSURFACE FINDINGS Page 2 of4 Joanna Spencer - Phase II Final Report.d• Page 3 �rryivl=•, t :f: . Probe B -1 encountered refusal at 4 feet bgs. The driller advanced the probe into a void space, which appeared to be the top portion of the heating fuel UST. A probe was placed into the void and revealed approximately 1 foot of petroleum product approximately 8 feet bgs. The base of the UST as not punctured. We assume this is the inactive UST containing a residual level of heating fuel product. Soil borings B -2 and B -3 were completed east of the heating fuel tank. No evidence of petroleum hydrocarbons was detected. Representative soil samples contained no detectable concentrations of petroleum hydrocarbons. CONCLUSIONS and Recommendations Subsurface exploration identified the presence of the inactive heating fuel UST located on the subject property. Evidence of approximately 1 foot of residual fuel product was identified in the UST. Based upon these findings, it appears that the inactive heating fuel UST was not properly abandoned. Analytical soil testing conducted in close proximity of the UST did not reveal the presence of petroleum hydrocarbons. We understand that the City of Tukwila School District is planning on demolishing the existing on -site buildings. We recommend that the liquid petroleum product in the UST be removed. nd transported offsite to an appropriate treatment facility. In addition, we recommend the UST be removed in accordance with applicable Department of Ecology UST regulations. Based upon our recommendation, Kleinfelder has received approval to remove the liquid petroleum product from the UST and remove the UST, accessible. This work currently scheduled for the week of August 18t . We will provide a brief letter report summarizing the UST closure process. LIMITATIONS The scope of services described herein was intended to provide additional information regarding the presence of petroleum hydrocarbons in the vicinity of the inactive heating fuel UST on the subject property. This work was not designed to identify all potential concerns or to eliminate all risk associated with the subject property. Even the most rigorous of professional assessments may fail to identify all existing conditions. This work will not provide a guarantee regarding site contamination and may not generate sufficient data to accurately define the lateral and vertical extent of contamination. This work does not include other services not specifically described in the scope of services presented above. Property activities and regulations beyond Kleinfelder's control could change at any time after 34178 /SEA3L239.doc Copyright 2003 Kleinfelder, Inc. Page 3 of 4 Joanna Spencer - Phase II Final Re; the completion of our property visit. Therefore, Kleinfelder's observations, findings and opinions can be considered valid only as of the date of the property visit and at the locations where samples were collected and tested. Our report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on site and off site) or other factors may change over time, and additional work may be required with the passage of time. Any party other than the client who wishes to use the generated report shall notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non - compliance with any of these requirements by the client or anyone else will release Kleinfelder from any liability resulting from the use of the report by any unauthorized party. No warranty, express or implied, is made. CLOSING We trust this report meets your needs at this time and appreciate the opportunity to provide our consulting services to the City of Tukwila. Please contact the undersigned at (425) 562 -4200 if you have any questions or require additional information. Sincerely, KLEINFELDER, INC. Dennis J. O'Neill, LEG, LHG Senior Project Manager 34178/SEA3 L239.doc Copyright 2003 Kleinfelder, Inc. Page 4 of 4 Page 4 Prepared for: Tukwila School District 4640 S. 144 Street Tukwila, Washington 98168 Prepared by: Frank D. Reinart, E.I.T. Staff Geotechnical Engineer James M. Schmidt, P.E. Manager, Geotechnical Engineer Kleinfelder, Inc. 2405 - 140th Avenue NE Suite A101 Bellevue, WA 98005 Phone: (425) 562 -4200 Fax: (425) 562 -4201 January 29, 2003 Ccpy Geotechnical Report Proposed Administration Building Tukwila School District Tukwila, Washington Kleinfelder Job Number: 25000 MIRES 8/31/03 1 k9 KLEINFELDER F\.ECL!Vb."..6_ fAUG 21 2003 COMMUNITY DEVELOPMENT Ld3 Copyright 2003 Kleinfelder, Inc. All Rights Reserved This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance. Non- commercial, educational and scientific use of this report by regulatory agencies is regarded as a "fair use" and not a violation of copyright. Regulatory agencies may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. • . __,.: i d was:;,. k•, LG4timv i [:ek- anYSS:;�`hG.L`iWk}tiz'` +eb,: TABLE OF CONTENTS m KLEINFELDER 1.0 INTRODUCTION 1 1.1 GENERAL 1 1.2 PROJECT DESCRIPTION 1 1.3 PURPOSE AND SCOPE OF SERVICES 1 2.0 SITE CONDITIONS 2 2.1 SURFACE 2 2.2 SUBSURFACE 2 2.3 GROUNDWATER 3 3.0 DISCUSSION AND CONCLUSIONS 3 3.1 GENERAL 3 3.2 DEMOLITION 4 3.3 EARTHWORK 4 3.4 FOUNDATIONS 4 3.5 SLAB -ON -GRADE FLOORS 5 3.6 SITE DRAINAGE 5 4.0 GEOTECHNICAL DESIGN RECOMMENDATIONS 6 4.1 GENERAL 6 4.2 SITE PREPARATION AND EARTHWORK 6 4.2.1 Demolition 6 4.2.2 Clearing and Stripping 6 4.2.3 Excavation 6 4.2.4 Slopes 7 4.3 Slope Protection 8 4.4 SEISMIC DESIGN CRITERIA 8 4.5 SPREAD FOOTING FOUNDATIONS 8 4.6 FLOORS 10 4.7 DRAINAGE 10 4.7.1 Short Term 10 4.7.2 Permanent 10 5.0 GEOTECHNICAL CONSTRUCTION RECOMMENDATIONS 11 5.1 GENERAL 11 5.1.1 Description 11 5.1.2 Standard Specifications 11 5.1.3 Reference Standards 11 5.1.4 Geotechnical Engineer 12 5.1.5 Geotechnical Report 12 5.1.6 Construction Site Safety 12 25000/SE:A3R016.doc Copyright 2003 Kleinfelder, Inc. Page i of ii 3.; k9 KLEINFELDER 5.2 EARTHWORK 12 5.2.1 Materials 12 5.2.2 Terms 13 5.2.3 Quality Control 13 5.2.4 Seepage Control 14 z 5.2.5 Clearing and Stripping 14 = z 5.2.6 General Excavation 14 cc W 5.2.7 . Structural Excavation 15 D 5.2.8 Structural Fill Construction 16 0 0 0 5.3 DRAINAGE 16 c w 5.3.1 General 16 5.3.2 Concrete Slab -on -Grade Drainage 16 co o` tu 6.0 ADDITIONAL SERVICES 17 g Q 7.0 LIlVIITATIONS 17 • d I- _ Z F- 1— 0 ZI— FIGURES Figure 1: Vicinity Map Figure 2: Site Plan APPENDICES Appendix A: Field Exploration Appendix B: Application For Authorization to Use • 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page ii of ii U • � O 1+ w w : Z Ili CO 0 z 1.0 INTRODUCTION m KLEINFELDER 1.1 GENERAL This report presents the results of Kleinfelder, Inc.'s (Kleinfelder's) geotechnical engineering study for the design and construction of the proposed administration building, to be located at 4640 South 144 Street, in Tukwila, Washington. The location of the project site can be found in Figure 1 — Vicinity Map. Our services for this study were performed in accordance with our November 25, 2002 proposal. 1.2 PROJECT DESCRIPTION The proposed building site is located at the site of the existing Tukwila School District administration building. The proposed building will consist of a new single -story, 7,500- to 7,600 - square -foot structure. The building will be wood - framed, with board & batton siding and a concrete masonry veneer that may extend up to 7 feet in height. Roofing may be either metal or composite. 1.3 PURPOSE AND SCOPE OF SERVICES The purpose of our study was to explore subsurface conditions at the site as a basis for providing recommendations for site preparation, design, and construction of the proposed administration building. Specifically, our scope of services included: • Utility Clearance: We located existing utilities at the site prior to drilling activities through a combination of the Underground Service Alert and our own field observations. • Field Exploration: We explored the soil and groundwater conditions beneath the proposed developments with a series of three (3) exploratory borings, drilled with a track - mounted, limited access drill rig employing continuous -flight hollow -stem augers. Borings were advanced in accessible areas surrounding the existing administration building. The approximate locations of the borings are shown in Figure 2. A more detailed description of the field exploration procedures is provided in Appendix A. • Geotechnical Analysis: Engineering analyses were performed as a basis for recommendations regarding support of the proposed developments. Our design recommendations, presented in this geotechnical report, included the following: • Site preparation and grading, including evaluations of the suitability of on -site soils for use as fill, gradation criteria for imported fill soils, and placement and compaction criteria of on -site and imported soils. • Allowable soil bearing pressures, minimum width and depth requirements, coefficient of friction and passive pressure to resist sliding, and estimates of total and differential foundation settlement for shallow foundations. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 1 of 18 • At rest, passive, and active lateral earth pressures for native materials (including an estimate of coefficient of friction for the native soil). • Support of floor slabs (effective modulus of subgrade reaction), including subgrade preparation, underslab drainage, and moisture protection. • Temporary and permanent site drainage and erosion control measures. • Temporary and permanent slope inclinations and heights. • Seismic coefficients for the site. • Geotechnical Report: We prepared this report, presenting our findings, conclusions and recommendations. Section 2.0 describes site surface and subsurface conditions; Section 3.0 presents a geotechnical discussion and our conclusions regarding the project; and Sections 4.0 and 5.0 present our geotechnical recommendations for design and construction, respectively. 2.1 SURFACE The site is presently developed with a single -story CMU administrative building and a single - story portable building. A driveway, located west of the buildings provides access to the site. Parking for the existing facilities is located north of the buildings. The driveway and parking area are paved with asphaltic concrete pavement, and the buildings are surrounded with grass and landscaping. 2.2 SUBSURFACE Kleinfelder explored subsurface conditions at the site using three (3) exploratory borings (designated. B -1 through B -3). The borings were drilled with a track - mounted, limited- access drill rig equipped with continuous -flight hollow -stem augers. Borings were located in accessible areas surrounding the existing administration building. Based on the conditions encountered, we characterized the soils and developed the general stratigraphic profile described below. • Topsoil: Topsoil is encountered at the ground surface in all of the borings. This layer was 3 to 12 inches thick, and consisted of brown organic silt with roots and other organics. • Fill: Fill is encountered beneath the topsoil in all of the borings. This layer consists of light brown, soft to medium stiff silt or light brown, loose silty sand with gravel. • Glacial Till: Glacial Till is encountered directly beneath either the topsoil (B -3), or the fill (B -1 and B -2). The glacial till was encountered to the maximum depth explored in each boring. The upper 10 to 11 feet of glacial till is more weathered, and consists of yellow - brown to gray- brown, medium dense to dense silty sand with varying amounts of gravel. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. 2.0 SITE CONDITIONS k9 KLEINFELDER Page 2 of 18 n...1%.1....**T0410 kRYNi••' ... .r!;.:�wn ++buifrt6l� 'Po7 PlfrA Below 10 to 11 feet below ground surface (bgs), the layer consists of light gray- brown, very dense silty sand with gravel. More detailed descriptions of subsurface conditions encountered at individual exploration locations are presented on the exploratory boring logs, included in Appendix A, Field z Exploration. This Appendix section also includes a description of exploration and sampling z procedures. 6 J U 2.3 GROUNDWATER c co o iu Groundwater was not encountered in the borings to the maximum depth explored during drilling. LLI The water table at this site will fluctuate seasonally, being highest during the wetter winter t o a- o months and lower during the dry summer months. 2 g a It should be noted that Kleinfelder did not install groundwater monitoring piezometers, nor did N a we perform a hydrogeologic evaluation at this site. Therefore, we do not know at what depth the I-- F high water level will be at this site. z o • w U 0 3.0 DISCUSSION AND CONCLUSIONS 052 O I— w W 3.1 GENERAL L I Based on the results of our exploration and analysis, we present the following general li i Z conclusions: v =. O I' • The proposed building can be founded on shallow conventional spread footings that are founded on firm and unyielding native glacial till or imported structural fill founded directly on a firm and unyielding native subgrade. It should be noted that the on -site and native soil contains a considerable amount of silt, which is considered moisture sensitive. As such, the subgrade will degrade following rain or snow events. The contractor should take appropriate measures to protect the exposed subgrade prior to constructing the footings. • Excavations of the on -site topsoil, fill, and glacial till can be performed with conventional earthwork equipment. • The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out excavated soil that is above the optimum moisture content prior to placement as structural fill. • On -site fill and native glacial till are suitable for use as fill material, provided deleterious materials encountered can be screened out. Since these materials are moisture sensitive, they will be difficult to place and compact during rain events. • Slab -on -grade floors can be founded on either firm and unyielding on -site fill, firm and unyielding native glacial till, or structural fill that is founded directly on a firm and unyielding native subgrade. As with the footing subgrade, the contractor should take appropriate measures to protect the exposed subgrade prior to constructing the slab -on -grade floor. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. k9 KLEINFELDER Page 3 of 18 z 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. The remainder of this section discusses the above, as well as other, aspects of the project. Design and construction recommendations are presented in Sections 4.0 and 5.0, respectively. 3.2 DEMOLITION Demolition at the site will include removal of the existing buildings, paved parking and drive areas, and other developments and debris found in the footprint of the proposed administration building. The demolition debris should be removed from the site, and properly disposed of. 3.3 EARTHWORK Earthwork will include topsoil stripping and site grading required to meet the design plans. Debris or boulders greater than 1 foot in dimension discovered beneath the proposed structures should be removed, and replaced with structural fill as appropriate. Following site excavation, the exposed subgrade should be proofrolled with a loaded dump truck or front -end loader, and/or hand - probed to identify soft areas that require over excavation. Detailed grading plans and planned finished floor elevations were not available to us at the time of this report. Based on observations of the existing site topography, cuts and fills of up to 1 to 3 feet may be required, but final cut and fill information will depend on the site grading plans developed for the site. Topsoil is not suitable for use as structural fill. The onsite fill and native glacial till are suitable for use as a structural fill, and may be used for general backfilling, grading, or landscaping purposes. It should be noted that these materials contain a considerable amount of silt, which is considered moisture sensitive. As such, the onsite soil will be difficult to place and compact when too wet (such as during, or immediately following, rain or snow events). The on -site fill is generally above the optimum moisture content,, at least at the time of our geotechnical field exploration. It will be very difficult to dry out excavated soil that is above the optimum moisture content prior to placement as structural fill. Alternatively, an imported select fill material that meets the requirements described in Section 5.2 can be used as a structural fill. 3.4 FOUNDATIONS We judge a conventional shallow foundation system, such as conventional spread footings, will provide satisfactory support for the proposed building. Foundations should bear on firm and unyielding native glacial till, or structural fill founded directly on a firm and unyielding native subgrade. Deleterious materials should be removed from the base of footing excavations, and replaced with structural fill. Since the on -site material is moisture sensitive, the contractor R 1 I KLEINFELDER Page 4 of 18 should take appropriate measures to protect the exposed subgrade prior to constructing the footings. Provided fills are placed and compacted as described herein and foundations are constructed as described herein, we estimate total settlement will be less than 1 inch. Differential settlement should be less than 'A of an inch over 50 feet. Specific design and construction recommendations are presented in Sections 4.0 and 5.0, respectively. 3.5 SLAB -ON -GRADE FLOORS A concrete slab -on -grade floor system is appropriate provided the floors are underlain by at least 4 inches of capillary break material that is, in turn, founded on either a firm and unyielding native subgrade or structural fill placed on a firm and unyielding native subgrade. Before placing structural fill, the subgrade should be proofrolled or hand probed to identify soft areas. As with the footing subgrade, the contractor should take appropriate measures to protect the exposed subgrade prior to constructing the slab -on -grade floor. 3.6 SITE DRAINAGE Both short- and long -term drainage control measures should be included in project design and construction. Stormwater from the site should be directed, under control, to a positive and permanent discharge system, such as a storm sewer. If an infiltration method of stormwater discharge is designed for the site, an infiltration test should be performed in the area (and at the bottom depth) of the proposed infiltration system. Over the short term, we believe site and construction drainage can be reasonably well controlled by careful excavation practices. Typically, these include, but are not limited to, shallow upgrade perimeter ditches or low earthen berms, and temporary sumps in excavations to collect seepage and prevent water from damaging exposed subgrades. Drains should be included at the bottom of all temporary slopes to collect surface water flow from the slope and prevent it from flowing onto exposed subgrades. All collected water should be directed under control to a positive and permanent discharge system. Over the long term, more permanent measures such as installation of footing and wall drains should be included. All permanent drains should be directed to a positive and permanent discharge point well away from the structure. Roof downspouts should not be connected to footing drains, but should be tightlined separately to discharge. This will avoid the potential for 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. k9 KLEINFELDER Page 5 of 18 ■ 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. roof debris to be washed into footing drains and possibly blocking them. This will also avoid overtaxing the footing drainage system. Cleanouts should be provided for footing drains and the downspout tightlines. Specific site drainage details are provided in Sections 4.0 and 5.0 of this report. re ~w 4.0 GEOTECHNICAL DESIGN RECOMMENDATIONS 6 U O U° 4.1 GENERAL w The following paragraphs present our geotechnical design recommendations for use by your N 0 ill consultants on this project. For satisfactory and successful construction of this project, these recommendations must be applied in their entirety and in conjunction with the construction u co recommendations provided in Section 5.0. w Z = 4.2 SITE PREPARATION AND EARTHWORK z o 4.2.1 Demolition Demolition at the site will include removal of the existing buildings, paved parking and drive 8 N — areas, and other developments and debris found in the footprint of the proposed administration ° building. The demolition debris should be removed from the site, and properly disposed of. v L- o 4.2.2 Clearing and Stripping v Topsoil should be cleared or stripped from areas beneath footings and slabs, and disposed of off site or used in landscaped areas. We estimate the depth of topsoil stripping will be between 3 and Z 12 inches, as encountered in our borings. 4.2.3 Excavation Footing Excavation: Footing excavations should be performed to firm and unyielding native glacial till. Upon reaching that target depth, or before placement of structural fill to establish foundation grade, the exposed soil should be proofrolled or hand - probed to identify soft or unstable areas. If soft areas are encountered at planned grade, they should be over excavated to a firm and unyielding subgrade. Excavations below the footing subgrade should extend beyond the footing a distance equal to the depth of the excavation below planned footing subgrade elevation. Slab -on -Grade Excavation: After the general building pad excavation has been completed to the planned slab subgrades, the subgrade beneath the slab -on -grade should be either proofrolled or k9 KLEINFELDER Page 6 of 18 hand probed to identify soft or unstable areas. Soft soils encountered during proofrolling or hand probing should be overexcavated to a firm and unyielding subgrade. Structural Fill: Soil used to establish grade beneath structural elements, such as spread footings, floor slabs and pavement sections, should consist of on -site fill, native glacial till, or imported select fill as defined in Section 5.0. This structural fill should be compacted to the following minimum relative compaction based on the material's maximum dry density, as determined by the ASTM D1557 test method: Foundations and Floor Slabs: Pavement Structural Section: Pavement Structural Section: As previously stated, the onsite soil may be difficult to place and compact when the moisture content of the soils exceeds the optimum moisture content, particularly during the wet fall, winter, and spring months. The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out any excavated soil that is above the optimum moisture content prior to placement as structural fill. Fill Placement and Compaction: Upon completion of stripping, general excavating, proofrolling/hand probing, and overexcavating, structural fill should be placed as described in Section 5.0 to achieve design elevations. Topsoil is not suitable for use as structural fill. On -site fill and, native glacial till are suitable for use as structural fill material provided they can be properly moisture conditioned and compacted and that all deleterious material has been removed. The on -site soils will be very difficult to properly place and compact when the moisture content of the soils exceed the optimum moisture content, particularly during the fall, winter, and spring months. 4.2.4 Slopes Temporary Slopes (Maximum height of 10 feet) • Cut: • Compacted Structural Fill: Permanent Slopes (Maximum height of 10 feet) • Cut: 25000/SEA3 R016.doc Copyright 2003 Kleinfelder, Inc. 95 Percent; 95 Percent (upper 2 feet); 90 Percent (below 2 feet). Maximum 2:1 Maximum 1:1 (horizontal:vertical) Maximum 1:1 1111 KLEINFELDER Page 7of18 • Compacted Structural Fill: Maximum 2:1 4.3 SLOPE PROTECTION Temporary slopes should be protected from the elements by covering with a protective Z membrane consisting of plastic sheeting or some other similar impermeable material. Sheeting z z sections should overlap by at least 12 inches and be tightly secured with sandbags, tires, staking, 2 or other means to prevent wind from exposing the soils under the sheeting. - o to 0 cn Permanent slopes should be planted with a deep - rooted, rapid- growth vegetative cover as soon after completion of slope construction as possible. uj w w 0 2 4.4 SEISMIC DESIGN CRITERIA g In accordance with Section 1636 of the 1997 Uniform Building Code, the following seismic • d design criteria should be used: Z m I— O Site Profile: Sd (stiff soil profile) w w Seismic Zone: 3; Z = 0.30 0 o Seismic Source Type: A o 8 Lo Seismic Coefficient, C 0.36 = 0 1- -- Seismic Coefficient, C,,: 0.54 u- 0 „ w 4.5 SPREAD FOOTING FOUNDATIONS P We judge that a conventional shallow foundation system, such as spread footings, will provide 0 satisfactory support for the proposed structure. The foundation should bear on firm and unyielding on -site fill, firm and yielding native glacial till, or on structural fill that is founded directly on a firm and unyielding native subgrade. Specific design recommendations are presented in the following section. Specific construction recommendations are presented in Section 5.0. • Foundation - Bearing Soil: Firm and unyielding native glacial till, • Minimum Footing Depth of Embedment Perimeter and Isolated Footings: 18 inches below the lowest adjacent final exterior grade 12 inches below top of floor slab Interior Footings: 25000 /SEA3 R0I 6.doc Copyright 2003 Kleinfelder, Inc. and/or structural fill k9 KLE'INFELDER Page 8 of 18 • Minimum Footing Lateral Dimension Spread Footings: 18 inches Continuous Footings: 12 inches z • Footing Excavation Protection z re f JU U 0 U 0 -i • _ � LL w0 2 • Allowable Soil Bearing Pressure g Foundations Bearing on native glacial till and structural fill: = w 3,000 psf z If footing excavations are opened during the winter season or periods of wet weather, it will be helpful to protect the subgrade until footings are poured. Footing excavation protection could consist of, but not be limited to, a lean concrete mud mat, gravel layer, or tent. Note: Allowable soil bearing pressures are for all dead and live loads and may be increased by one -third for temporary short-term wind and seismic loads. • Lateral Load Resistance • Settlement Passive Resistance: Coefficient of Friction: • Modulus of Subgrade Reaction K 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. KLEINFELDER 250 pounds per cubic foot (pcf) equivalent fluid weight (EFW) 0.4 times dead load Note: The passive resistance includes a safety factor of about 3 and is based on the assumption that all backfill around the foundation has been placed and compacted as recommended in Section 5.0. The upper foot of soil should be neglected in design computations unless protected by pavement or a slab -on- grade. The coefficient of friction includes a safety factor of 1.5. Total Settlement: less than 1 inch Differential Settlement: less than 1/2 an inch over 50 feet Time Rate: approximately 90 percent during construction 250 kcf Page 9 of 18 I— 0 ZI— U • O O - O h- w u I I— H l 0 z z 4.6 FLOORS A concrete slab -on -grade floor system is appropriate provided the floors are underlain by firm and unyielding on -site fill, firm and unyielding native glacial till, or structural fill that is founded z directly on a firm and unyielding native subgrade. The subgrade should be proofrolled or hand ? z probed as described above prior to placing the capillary break or structural fill. We also cc 2 recommend the following underslab drainage measures be included: v o UU • Subgrade: Firm and unyielding on -site fill, firm and unyielding native glacial till, or w = structural fill bearing directly on a firm and unyielding native subgrade. N • Capillary Break. Minimum of 4 inches of free - draining gravel containing less than 5 percent w O fines (silt and clay -sized particles) based on the fraction passing the 3/4 -inch mesh sieve. J • Vapor Barrier: In areas where moisture would be detrimental to equipment, floor coverings � or furnishings inside the building, a vapor barrier should be placed beneath the concrete floor I a slab. Reinforced plastic sheeting is satisfactory for this purpose. I- _ z I • Protection Measures: A layer of sand, approximately 2 inches thick, may be placed over the O plastic sheeting to protect it from damage, to act as an aid in curing of the concrete slab, and w also to help prevent cement paste from bleeding down into the underlying capillary break. j o U O - Specific construction recommendations are presented in Section 5.0. 01 = w 4.7 DRAINAGE u- O Both short- and long -term drainage control measures should be included in project design and v U) construction. ~O I- 4.7.1 Short Term Over the short term, we believe site and construction drainage can be reasonably well controlled by careful excavation practices. Typically, these include, but are not limited to, shallow upgrade perimeter ditches or low earthen berms, and temporary sumps in excavations to collect seepage and prevent water from damaging exposed subgrades. Drains should be included at the bottom of all temporary slopes to collect surface water flow from the slope and prevent it from flowing onto exposed building subgrades. All collected water should be conveyed under control to a positive and permanent discharge system, such as a storm sewer. 4.7.2 Permanent Permanent measures such as the installation of footing drains should be included. All permanent drains should be conveyed to a positive and permanent discharge point well away from the 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. I I KLEINFELDER Page 10 of 18 z structure. Roof downspouts should not be connected to footing drains, but should be tight lined separately to discharge. This will avoid the potential for roof debris to be washed into footing drains and possibly blocking them. This will also avoid overtaxing the footing drainage system. Clean-outs should be provided for footing drains and the downspout tight lines. Q I - Specific site drainage details are provided below. 4- w • Footing Excavation Drain: In event that groundwater seeps into footing excavations, it v o should be possible to remove it by gently sloping the base of excavation to one or more w shallow sump pits and pumping the water from there to a positive, permanent discharge w w system. CO a. • Footing Drains: These drains should be installed after construction of the building footings uj 0 and immediately before backfilling against building stem walls. • Surface Runoff Interceptor ditches or trenches or low earthen berms should be installed along the upgrade perimeters of the site to prevent surface water runoff from precipitation or w other sources from flowing over the face of excavated slopes or onto graded areas. We F recommend that a surface interceptor ditch be placed every 25 feet (slope distance) on slopes ? exceeding 25 feet in height. z o • Downspout or Roof Drains: These should be installed once the building's roof is in place. They should discharge in tight line to a positive, permanent drain system. Under no v circumstances connect these tight lines to the perimeter footing drains. o P- w w 5.0 GEOTECHNICAL CONSTRUCTION RECOMMENDATIONS ! o Z 5.1 GENERAL 5.1.1 Description z This section presents our recommendations for the geotechnical aspects of construction. Specifically, we cover earthwork and drainage. Our design criteria are based on these construction recommendations; therefore, these recommendations should be incorporated into the project specifications in their entirety. 5.1.2 Standard Specifications Where possible, we refer to the 2002 Edition of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction. 5.1.3 Reference Standards Reference Standards are referred to by agency or association initials and are from the latest editions of the following : ASTM - American Society for Testing and Materials: Annual Book of ASTM Standards 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. k9 KLEINFELDER Page 11 of 18 • 5.1.4 Geotechnical Engineer We recommend you retain Kleinfelder as the geotechnical engineer during construction to observe and test the geotechnical aspects of the contractor's work. This will allow us to compare the actual conditions encountered with those expected by this investigation and to modify our recommendations, if necessary. We will be present at the site on a full -time basis to check that the contractor's work conforms to the geotechnical aspects of the plans and specifications. Our daily field reports and final report form an important record of construction. Observation and testing by the geotechnical engineer, however, should not in any way release the contractor from the responsibility of performing the work in such a manner as to provide a satisfactory job that meets the requirements of the project plans and specifications, or from meeting contractual obligations to the owner. 5.1.5 Geotechnical Report This report has been prepared for design purposes for the Tukwila School District and its design consultants for this project only. The entire report should be provided to contractors for their bidding or estimating, but not as a warranty of the subsurface conditions. We cannot be responsible for the interpretation by others of the information contained in this report. 5.1.6 Construction Site Safety Our scope of services did not include construction safety practices and this report is not intended to direct construction means, methods, techniques, sequences, or procedures, except as specifically described, and then only for consideration in design, not for construction guidance. The contractor should be made responsible for construction site safety and compliance with local, state, and federal requirements. 5.2 EARTHWORK Earthwork consists of clearing and stripping, excavating, placing and compacting fill, structural excavating and backfilling, and all subsidiary work necessary to complete the grading of the developed area to conform to the lines, grades, and slopes shown on the plans. 5.2.1 Materials Topsoil is not suitable for use as structural fill. On -site fill and native glacial till obtained at the project site during excavation (following demolition and topsoil stripping activities) are suitable for use as a structural fill beneath either footings or the slabs -on -grade floor, provided all debris and organics have been removed. These materials can also be used for general backfill and landscaping purposes. It should be noted that the on -site silty soils are moisture sensitive and will be very difficult to use as structural fill when the soils' moisture content exceeds the 25000 /SEA3R0I6.doc Copyright 2003 Kleinfelder, Inc. 11141 KLEINFELDER Page 12 of 18 • 1,1 w:rx�NttlSM%4 KLEINFELDER optimum moisture content for that soil; such as during, and immediately following, rain or snow events. The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out any excavated soil that is above the optimum moisture content prior to placement as structural fill. Imported select fill material should consist of clean, free - draining sand and gravel containing less than 5 percent fines (silt- and clay -sized particles), based on the fraction passing the 3 /4 -inch sieve. The contractor should submit samples of each of the required earthwork materials to the geotechnical engineer for evaluation and approval prior to use. The samples should be submitted at least 4 days prior to their use and sufficiently in advance of the work to allow the contractor to identify alternative sources if the material proves unsatisfactory. 5.2.2 Terms Terms used in this section are defined as follows : Percent Compaction is the required in -place dry density of the material, expressed as a percentage of the maximum dry density of the same material as determined in the laboratory by ASTM Standard D1557 (Modified Proctor). Optimum Moisture Content is the moisture content (percent by dry weight) corresponding to the maximum dry density of the same material as determined by ASTM Standard D1557. Moisture- Sensitive Soil is on -site soil containing more than 5 percent fines (silt- or clay -sized particles) based on the fraction passing the 3/4 -inch sieve. Structural Fill is fill material placed and compacted in areas that underlie structures or pavements. It should be compacted to the Percent Compaction specified in Section 4.2. 5.2.3 Quality Control The contractor should be made responsible for quality control of the earthwork. As the geotechnical engineer provided by the owner, we will observe and test the contractor's work for conformance with the geotechnical aspects of the plans and specifications. The contractor should be required to provide us with every reasonable facility for checking the workmanship for conformance. We will prepare a daily record of our observations and tests, which will be made available to the contractor and to the owner. You may wish to consider making the contractor responsible for retesting work if it fails to meet the requirements of the plans and specifications, and for the associated costs of such retesting. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 13 of 18 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. R91 KLEINFELDER The contractor should submit samples of each of the required earthwork materials to the geotechnical engineer for evaluation and approval prior to use. The samples should be submitted at least 4 days prior to their use and sufficiently in advance of the work to allow the contractor to identify alternative sources if the material proves unsatisfactory. 5.2.4 Seepage Control Runoff or groundwater seepage that would interfere with the contractor's work should be -3 o controlled during construction. Control may consist of temporary drainage ditches or subsurface co w drains. Installation of such measures should be the contractor's responsibility. U) u_ O 5.2.5 Clearing and Stripping 2 The building area of the site should initially be cleared of all debris from the demolition and/or removal of the existing buildings, paved parking and drive areas, and other site developments I a w and debris encountered on -site. These materials should not be reused; they should be removed z from the site and disposed of properly. Additionally, topsoil must also be stripped from the areas w O ill of the new foundations and slab. j o 0 U O- 5.2.6 General Excavation o 1 — w w General excavation consists of removing soil to sufficient depth to achieve design grades. The contractor should be responsible for excavating and disposing of or reusing excavated material. LI Z Detailed grading plans and planned finished floor elevations were not available to us at the time 0 of this report. However, based on observations of the existing site topography, cuts and fills of 1 z 1— to 3 feet may be required, depending on the site grading plans. In general, the on -site soils can be excavated using standard earthmoving equipment. If earthwork operations are performed during periods of wet weather, the on -site native soils will deteriorate in the excavation process. Foundation bearing may also become disturbed, requiring repair. After design grade is reached, exposed soils should be proofrolled and/or hand probed to identify soft or unstable areas requiring additional excavation and replacement with structural fill. Proofrolling should be accomplished with a heavy, rubber -tired vehicle such as a loaded dump truck or a steel drum vibratory roller. Hand probing should be performed by our field engineering technician with a %z- inch - diameter steel bar. These procedures help delineate soft or weak soils. Soft soils encountered during proofrolling and hand probing should be overexcavated and replaced with structural fill. All final surfaces exposed by the complete excavation should be finished true to line and grade and present a smooth, firm surface. Page 14 of 18 vOrtirilttIVRE 1 f91 . After a rainfall, construction equipment travel on the exposed site subgrade should be minimized until the soils have been allowed to dry sufficiently. Otherwise, traffic activity on the wetted subgrade will degrade the exposed materials and result in additional excavation of the disturbed materials. w 5.2.7 Structural Excavation c The work addressed in this section covers excavation and backfill for structural elements such as -1 o the proposed foundations. co w J �— Excavation for footings should be performed after site preparation is completed and the u- wO necessary structural fill has been satisfactorily compacted in accordance with the specifications. 2 Excavation of footings should be made so as to avoid disturbing or loosening adjacent soils. u Footing excavations should extend into foundation - bearing material to the depth shown on the 1-1- plans. Excavations should be kept free of water at all times and all loose material should be z removed from excavations prior to placement of formwork, reinforcing steel, concrete, or z O backfill. w U ° O D- The contractor should inform the geotechnical engineer after the footing excavations have been ° 1— w completed and before placement of reinforcing steel, formwork, or concrete. We will then 1- 9 • o observe foundation excavations and provide written confirmation that the footings bear on the expected foundation - bearing material. O ~ During wet weather, in areas where the exposed subgrade consists of moisture- sensitive soils z (soils containing more than 5 percent fines based on the fraction passing the 3 /a -inch sieve), the contractor should take measures to protect foundation excavations once the geotechnical engineer has approved them. These measures could include, but are not limited to, placing a layer of pea gravel, crushed rock, or lean concrete on the exposed subgrade, or covering the exposed subgrade with a plastic tent. If additional overexcavation is required because the subgrade was not protected, the cost of such additional work should be borne by the contractor. During dry weather, the contractor should take measures to protect the foundation excavations' exposed subgrade soils from drying out. These measures may include watering the subgrade as necessary. If the subgrade soils dry out and become loose, they should be moisture conditioned and recompacted to the percent compaction specified. After placing foundation concrete, backfilling with structural fill should be performed. 25000/SEA3R016.doc Copyright 2003 Kleinfeldcr, Inc. k'9 KLEINFELDER Page 15 of 18 5.2.8 Structural Fill Construction This section covers placement and compaction of earth materials to create structural fill. Soil used for structural fill should be moisture conditioned to within 3 percent of optimum moisture content, placed in level lifts not exceeding 8 inches in loose thickness, and compacted ,� w to the specified Percent Compaction (as defined in Section 5.2.2) to produce a firm and 6 unyielding surface. If field density tests indicate the required Percent Compaction has not been v o obtained, or the surface is pumping and weaving under construction traffic, the fill material w w should be reconditioned as necessary and recompacted to the required Percent Compaction before placing any additional material. w o Q Fill slopes should be compacted by slope rolling and trimming, or should be overfilled and 11- w trimmed back to plan grade to expose a firm, smooth surface free of loose material. 5.3 DRAINAGE z o w This section covers the placement of aggregate drainage materials and drain lines in the areas j o and to the lines and grades shown on the plans. p N 1- w E H The materials that we recommend be used for site drainage are as follows : z u • Capillary Break should consist of a minimum of 4 inches of free - draining gravel containing less than 5 percent fines (silt- and clay -size particles) based on the fraction passing the 3/4- 01- inch sieve. • Free- draining Granular Material should consist of clean, free - draining gravel or crushed rock meeting the requirements of Section 9 -03.12 (2), "Gravel Backfill for Walls," in the Standard Specifications. • Drain Pipe should be a smooth- walled, rigid PVC or other rigid pipe conforming to the minimum sizes and dimensions shown on the plans. Corrugated plastic pipe should not be used because it has a tendency to crush and become blocked, and is often laid without a gradient. 5.3.1 General • Vapor Barrier should consist of an impermeable membrane of reinforced plastic or equivalent material. 5.3.2 Concrete Slab -on -Grade Drainage After structural backfill is satisfactorily compacted and subgrade preparation is completed, the capillary break should be placed in a manner to prevent segregation and should be compacted with appropriate vibratory equipment to provide a tight particle interlock. Any free water that has collected in the capillary break should be drained or removed by pumping before concrete is placed. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. KLEINFELDER Page 16 of 18 The contractor should exercise care during installation of the vapor barrier to provide at least 12 inches of overlap between individual sheets. Care should also be exercised during construction to prevent puncturing or tearing the membrane. If such punctures or tears occur, the contractor should cover the affected area with an additional section of vapor barrier. cc w 6.0 ADDITIONAL SERVICES 6 00 The recommendations made in this report are based on the assumption that an adequate program w �. of tests and observations will be made during construction to verify compliance with these w o recommendations. This tests and observations should include, but not necessarily be limited to, 2 the following: j co • a • Observations and testing during site preparation, earthwork, and structural fill placement. z �. • Observations of footing excavations. F- 0 • Consultation as may be required during construction. w U • � We also recommend that project plans and specifications be reviewed by us to verify 0 ILI compatibility with our conclusions and recommendations. Information concerning the scope and v cost for these services can be obtained from our office. -L!- ..z w 7.0 LIMITATIONS P 0 z Recommendations contained in this report are based on the field explorations and our understanding of the proposed project. The investigation was performed using a mutually agreed upon scope of services. It is our opinion that this study was a cost - effective method to explore the subject site and evaluate the potential geotechnical concerns. The soils data used in the preparation of this report were obtained from borings completed for this study. It is possible that variations in soil and groundwater conditions exist between the points explored. The nature and extent of these variations may not be evident until construction occurs. If soil or groundwater conditions are encountered at this site which are different from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, locations of facilities, or design building loads change from the descriptions given in this report, our firm should be notified. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. KLEINFELDER Page 17 of 18 I'I KLEINFELDER The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. This report has been prepared for use in evaluating the feasibility of development of the subject property by the Tukwila School District in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. This report may be used only by the Tukwila School District and its design consultants, and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on- and off- site), or other factors including advances in man's understanding of applied science may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 12 months from its issue. Kleinfelder should be notified if the project is delayed by more than 12 months from the date of this report so that a review of site conditions can be made, and recommendations revised if appropriate. It is the responsibility of the Tukwila School District to see that all parties to the project including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party, other than the Tukwila School District, who wishes to use this report shall notify Kleinfelder of such intended use by executing the "Application for Authorization to Use" which is presented in Appendix B. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non - compliance with any of these requirements by the Tukwila School District or anyone else will release Kleinfelder from all liability resulting from the use of this report by any unauthorized party. 25000/SEA3R016.doc Page 18 of 18 Copyright 2003 Kleinfelder, Inc. • Capy591g a 19564001 1taarot C.V. end& its sWOrwS.M CPU Num.]. Mpihsnwmirosot mean oppoint OCaprivi/ 7000 by Gsopspnle Oats TWndoyt Inc. N i moms!. 07000 lassbalso Technologies. N dads "messed. O CWyi9K 7000 byCarspusserch WoamsN6ry 04 end Systnss 110. 0 mi 02 0.4 0.6 RI KLEINFELDER PROJECT # 25000 January 2003 Vicinity Map Propsed Administration Building Tukwila School District Tukwila, Washington FIGURE 1 r R*14276.51 1E426816 (CIF a moo XASZNT 19C WATER 73043030550 , -CRASS, 'SHOWALTER 1400LE SCHOOL' CONCRETE SIGN —10' SLC4ES EASEMENT REC) NO. 3115334 10' SIDEWALK & UTILITY cAsoaarr REC. NO. 9205130554 (;31 15' SETTER ASEM011 REC. NO. 5748009 unurr EASEMENT /1";\ REC. NO. 7501150217 a I==D> MAILBOX 4 . NOTE; 4 111` THIS EASEMENT IS APPARENTLY INTENDED TO COVER THE WATER VAULT TO THE EAST OF THIS LOCATION. EASEMENT IS SHOWN PER DESCRIPTION. IAALBOX .tr SSW RIM=282.09 (-273.84 (CTR CHAN) MAILBOX Legend B-1 Boring Number and Approximate Location Reference: Topographic Survey Map Produced by Bush, Roed & Hitchings, Inc., dated January, 2003. CB TYPE 2 1414.277.83 (4274.25 (18"CIAP-IT) 1E427303 (15"CMP -( ) 4 FENCE 1.4' W. 14140' 1JNE FENCE L. W. 4 2; itt 80 4 NW COR as' W. PROP LINE SSLIII RKI4270.62 1E4289.22 (ABAND-N) 1E4269.12 (PLUG-SE ) SW COP WALL 0.4 E. PROP END OF FENCE 0.3' E. PROP UNE ASPHALT 0.4 W. PROP LINE 4 • 441001 - pvc-44) m aimo •■(" 0 40 Approximate Scale: 1" =40 U:Drafting/25000/Boringlocations KLEINFEI_DER Project 25000 Proposed Administration Bilking Tukwila School District Tukwila, Washington January 2003 Site Plan FIGURE 1 2 5,Tywr- AVer, .e4VP...114tIONOPfr .tr . .,,Itfrot.1.41,4104:4+rr...vmvroel , 25000 /SEA3R016.doc Copyright 2003 Kleinfelder.com APPENDIX A FIELD EXPLORATION ACTIVITES k9 KLEINFELDER GEOTECHNICAL DRILLING We explored subsurface conditions at the site on January 3, 2003, by advancing a total of three borings (designated B -1 through B -3) to depths ranging from 10 to 17 feet below the existing site grade at the approximate locations indicated on the attached Figure 2 — Site Plan. The borings were drilled using a track - mounted, limited access, Mobile B -61 drill rig with continuous -flight hollow -stem augers. The boring locations were measured in the field by taping from existing site features. The locations should only be considered accurate to the degree implied by the location method used. Elevations presented on the boring logs were obtained from the Topographic Survey Map, produced by Bush, Roed & Hitchings, Inc. and dated January, 2003. The borings were monitored by our geologist who laid out specific boring locations, examined and classified the materials encountered, obtained representative soil samples, and recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Soil samples were collected at 5 -foot intervals using Standard Penetration Test (SPT) sampling techniques (ASTM D- 1586). The SPT consisted of driving a 1 3/8 -inch inside diameter, split spoon sampler a distance of 18 inches into the bottom of the borehole. The sampler was driven with a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampler each of three 6 -inch increments was recorded on the boring logs. The number of blows required for the last 12 inches of penetration is called the standard penetration resistance (N- value). This value is an indicator of the relative density of granular soils or the consistency of fine- grained soils. Representative soil samples were obtained and were classified in accordance with ASTM Standard D 2488. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The boring logs are presented in this appendix. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. The conditions depicted are for the date and location indicated only, and it should not necessarily be expected that they are representative of conditions at other locations and times. Page 1 of 1 MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS GRAPH LETTER COARSE GRAINED SOIL MORE THAN 50% OF MATERIAL IS LARGER THAN NO. 200 SIEVE SIZE GRAVEL AND GRAVELLY SOILS MORE THAN 50X OF COARSE RETAI ON NO. 4 SIEVE GRA ( LITTLE OR NO FINES) foil 0 4 7. 0 , �� • fo ! '8 ! f GW WELL- GRADED GRAVELS. GRAVEL - SAND MIXTURES. 0% TO 15% O O Op 06-c , o 0 00 O^O 00 0 GP POORLY- GRADED GRAVELS. GRAVEL -SAND MIXTURES. OX TO 15% FINES GRAVELS WITH ' FINES AMOUNT OF FINES) K 0 0n 1 OO n O d 00 0 S 00n_I GM SILTY GRAVELS, SILTY GRAVEL - SAND MIXTURES , • • f � � • f ; GC CLAYEY GRAVELS, CLAYEY GRAVEL- SAND MIXTURES SAND AND SANDY SOILS MORE THAN 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE CLEAN SANDS (UTTLE OR NO FINES) SW SANDS, SANDS, X FINES GRAVELLY . • .. ... • • • . . . . • . . . • ''''''''''' POORLY - GRADED SANDS, GRAVELLY SAND. 0% TO 15% FINES SANDS WITH FINES (APPRECIABLE AMOUNT OF FINES) ::. :: • • .. • :• ::.•.•.: • '•'= : ..••• • '•'•'• • • • S M SILTY SANDS, SILTY SAND- GRAVEL MIXTURES •.. - SC CLAYEY SANDS, CLAYEY SAND- GRAVEL MIXTURES . FINE GRAINED SOIL MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SIZE SILTS UQUID LIMIT AND LESS TH AN 50 CLAYS ML INORGANIC SILTS AND VERY FINE CLAYEY FINE SANDS OR C AYEY SILTS WITH SUGHT PLASTICITY / CL INORGANIC CLAYS OF LOW TO M DUM PLASTIC ITY , cL SAN CLAYS SILTY G RAVELL Y CLAYS. LEAN CLAYS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS UQUID UMIT AND G REATER THAN 50 CLAYS MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS CH INORGANIC. CLAYS OF HIGH PLASTICITY ' titiww.wH�r OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY HIGHLY ORGANIC. SOILS PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS IE KLEINFELDER NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Proposed Administration Building Tukwila School District Tukwila, Washington Project: 25000 January 2003 ,, a m , r : SOIL CLASSIFICATION CHART SOIL CLASSIFICATION LEGEND FIGURE A -1 V WELL/PIEZO x CONSTRUCTION a A 0 10 15 16.4 DATE DRILLED: 1 -3-03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 O TESTING PR(. AM LABORATORY I FIELD F O 5" v - a �tn cn w U a Oz r: a a ° O d o 6 U ,.a ,5 Z a. . KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING 3 wrx �z SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 16.4 DIAMETER OF BORING (in): 8" U.S.C.S. a SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 16.4 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -1 Appendix A -2 PAGE 1 of 1 0 a r ' ✓ ,' aM^ �! 11 ' TSS77>:". h` awR. rv* �... e. �rvT7 .'M�'+•mi51.*.ltt�IJ�.St' }C.!K'M m, 'v.., - .?�'+NSH.I'+= '�SS�,M771.'�I�� - ML ' "'' .1 Topsoil: dark brown, wet. SILT (ML): light brown, wet, soft, some gravel. (FILL) SM T T SILTY SAND (SM): light gray- brown, moist, dense, fine- to medium - grained: - (GLACIAL TILL) - 10 S1 - 1 18 24 - 50/6" 14 X S1 - 2 - grades to very dense, with gravel. 50/6" S1 -3 35 - 50/5 " V WELL/PIEZO x CONSTRUCTION a A 0 10 15 16.4 DATE DRILLED: 1 -3-03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 O TESTING PR(. AM LABORATORY I FIELD F O 5" v - a �tn cn w U a Oz r: a a ° O d o 6 U ,.a ,5 Z a. . KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING 3 wrx �z SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 16.4 DIAMETER OF BORING (in): 8" U.S.C.S. a SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 16.4 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -1 Appendix A -2 PAGE 1 of 1 0 a r ' ✓ ,' aM^ �! 11 ' TSS77>:". h` awR. rv* �... e. �rvT7 .'M�'+•mi51.*.ltt�IJ�.St' }C.!K'M m, 'v.., - .?�'+NSH.I'+= '�SS�,M771.'�I�� J• 1) 0 0 na 0 0 u) 0 8 1 10 WELL/PIEZO CONSTRUCTION DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 pEEMMEI TESTING PR& AM LABORATORY FIELD M . F "� E-+ � � � 44 w s mi F c/144 U e -t p! Q O P ] a N X0 a e z o a k9 KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 15.2 DIAMETER OF BORING (in): 8" U.S.C.S. O cn cn Surface: landscaping Boring completed to a depth of 15.2 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -2 SOIL DESCRIPTION Appendix A -3 PAGE 1 of 1 0 gta _�1 - - ML SM '' - • • •`' Topsoil: dark brown, wet. SILT (ML): light brown, moist to wet, medium stiff, trace sand. (FILL) ::. SILTY SAND WITH GRAVEL (SM): light yellow - brown, moist, dense. (GLACIAL TILL) 13 S2 -1 15 25 _ 25 S2 - 2 - grades to light gray brown, very dense. 50/6" X - - son" - c , i J• 1) 0 0 na 0 0 u) 0 8 1 10 WELL/PIEZO CONSTRUCTION DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 pEEMMEI TESTING PR& AM LABORATORY FIELD M . F "� E-+ � � � 44 w s mi F c/144 U e -t p! Q O P ] a N X0 a e z o a k9 KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 15.2 DIAMETER OF BORING (in): 8" U.S.C.S. O cn cn Surface: landscaping Boring completed to a depth of 15.2 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -2 SOIL DESCRIPTION Appendix A -3 PAGE 1 of 1 0 gta _�1 0 0 12 C9 Q WELL/PIEZO CONSTRUCTION 0 1 10.8 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 TESTING PR( AM LABORATORY I FIELD F o v v w c C9 F Ca. z a a ins H 3 cn A at F 1,4,... a V 3 a oz O a, KLEINFELDER • GEOTECIINICAL AND ENVIRONMENTAL ENGINEERS N SOILS AND MATERIALS TESTING SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 10.8 DIAMETER OF BORING (in): 8" U.S.C.S. SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 10.8 feet below ground surface.. Groundwater was not encountered drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRH.LER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -3 Appendix A -4 PAGE 1 of 1 .11111■1111.. - , SM — '''`Topsoil: ;; ; dark brown ; ;: SILTY SAND WITH GRAVEL (SM): •" light brown, moist t� wet, loose. (FILL) 8 S3 -1 SM ;:; SILTY SAND WITH GRAVEL (SM): 12 ::- light gray- brown, moist to wet, medium dense. 14 _ (GLACIAL TILL) 8 S3 -2 ; - grades to dense. 14 25 : :. / ;. 32 V 53 - 3 - grades to very dense. 40/3" A 0 0 12 C9 Q WELL/PIEZO CONSTRUCTION 0 1 10.8 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 TESTING PR( AM LABORATORY I FIELD F o v v w c C9 F Ca. z a a ins H 3 cn A at F 1,4,... a V 3 a oz O a, KLEINFELDER • GEOTECIINICAL AND ENVIRONMENTAL ENGINEERS N SOILS AND MATERIALS TESTING SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 10.8 DIAMETER OF BORING (in): 8" U.S.C.S. SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 10.8 feet below ground surface.. Groundwater was not encountered drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRH.LER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -3 Appendix A -4 PAGE 1 of 1 .11111■1111.. TO: Kleinfelder, Inc. 2405 - 140 Avenue Northeast, Suite A101 Bellevue, Washington 98005 FROM: APPLICATION FOR AUTHORIZATION TO USE Proposed Administration Building Tukwila School District Tukwila, Washington KLEINFELDER PROJECT NUMBER 25000 January 30, 2003 Applicant hereby applies for permission to: [State here the use(s) contemplated] for the purpose(s) of: [State here why you wish to do what is contemplated as set forth above] III KLEINFELDER Applicant understands and agrees that Kleinfelder, Inc. is the copyright owner of the above identified report and that unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kleinfelder, Inc. and Kleinfelder's client. Applicant understands that Kleinfelder, Inc. and/or Kleinfelder's client, may withhold such permission at its sole discretion, or grant such permission upon such terms and conditions as it deems acceptable. Dated: 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Applicant by Page 1 of 1 r3�ttLP>.'�td.Ynt;.'.}. anti` �iti�F,'• i�hk;': 'i4ijxty:5 ?nsK ��cA`aY.dr�s':':w •. e. n:::,:. w. on:.,,.,.. x.... .i > ..................o.....�«u. .. FOR STAFF USE ONLY Sierra Type P -CUP Planner: File Number: LO 3 — 05 I Application Complete (Date: ) Project File Number: T' ( e 05 _ Application Incomplete (Date: ) Other File Numbers: a p 3 _ o, 1 UO3 - APPLICATION NAME OF PROJECT/DEVELOPMENT: A mom 1.48 It* *4 OFFic' Po 4J i4.• A J 6/6/4)et. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. 7�'�►,. Acce ,,., /.4,0* bent /5 340 - 916 -G(o Tier. E ao N�•►t o T N so�Hwes o�+A►a o T H s.�THo,os�- Quarter: t Section: /5 Township: 2 3 1 4 Range: If a - A k a 7' 4 7 4 • 4 0 . 7 a (This information may be found on your tax statement.) PA. ac EL. 4 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: 1 2 , 1 : 4 Address: 72 v/ e.41-$0.% aiA .71"4_4a7" Phone: (34 0) 943 - 4 4 S FAX: _ • 02 2. r # / Signature: I t4 /9 .J36 &V, ' 6TrL 7 A 4 ..••4.,a►, \d/ 98/4$ P: \Red Book \CUP_APP.DOC, 01/23/03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tuk CONDITIONAL USE PERMIT Nom/, . u . +00 0 "01 Date: 8 /10 3 z Q • i-z c w 6 0 CO 0 CO F- U) al § Q = d I- al Z = Z ~ U • D O 52 O F- IJI w H- �-o .. z U = O~ z " }\ k NOTICE: |F THE DOCUKAENT|N THIS FRAME |G LESS CLEAR THAN THIS NOTICE |T|G DUE TO THE QUALITY OF THE DOCUMENT. J .N 3 U Ild013A3C1 A.LINflINR100 COE r g onv 0 3A1303e1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . ,,,,,, I117.+KerN■Y.INIF.rerms,,, , ,, ant,••■■ T L4 c r-f -- „„ „ TUKWILA SCHOOL DISTRICT ADMINISTRATION BUILDING BJSS /DUARTE BRYANT 24 JUNE 2003 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SCHEME A3 SOUTH ELEVATION !AUG 2 1 2003 COi. J:.r:' T .. DEVELCPti:Ei.:'T r • Ua 1: (1`1101.0., E1. 'AT L n.m , uut of �� •.- (C414`0.1 ',Wt.... 6`? - t 4 41 Z ~ W UO U D J = F— W d W Z '� F- O Z I— LL! uj 0 ON 0 H WW F— �" Z W U 0 z • . IC.'C.r,, _tfl%• GCII*Y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 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