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HomeMy WebLinkAboutPermit L05-047 - TRAN BEN - SHORT PLATLOS -047 TRAN SHORT PLAT LAND DIVISION LAND DEVELOPMENT 4646 S 160 ST June 17, 2006 Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 • City of Tukwila Department of Community Development Steve Lancaster, Director RE: Preliminary Short Plat Approval 4646 S. 160 Street L05 -047 Dear Mr. Tran: The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval Preliminary approval is granted for site layout shown on the survey document and the Grading, Utilities and Access plan prepared by CTS Engineers and date stamped by the City on May 12, 2006. Conditions of Preliminary Approval Department of Community Development 1. The retaining wall located on the east property line of proposed lot 1 is greater than 36 inches in height. Prior to final approval, the wall must not greater than 36 inches in height. This work needs to be included in the PW permit. Brandon -M Page 1 Q: \Short Plats \TRAN, L05- 047\PRE- APPROVAL LETTER.doc Last printed 06/20/2006 1:35 PM Steven M. Mullet, Mayor 06/20/2006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Common Improvements • S 1. All utilities must be installed to both lots. Any changes to the utilities of existing house must be accomplished prior to final approval. A PW permit is required for the work. When you submit for the PW permit, please have your geotechnical report reference the work of extending the side sewer line along the slope. Also, the geotechnical report must reference the reconstructed retaining wall. 2. The existing fire hydrant on the south side of S. 160 Street must be able to provide 1,000 gpm, at 20 PSI. 3. The applicant is responsible for obtaining all required permits for all infrastructure improvements. GENERAL FINDINGS: Granting of this preliminary approval is based on the following findings of fact: 1. The subject parcel is addressed at 4646 S. 160 Street. The King County Parcel Number of the site is 222304 -9044. 2. The comprehensive plan designation of the subject property is Low Density Residential (LDR). 3. The subject property is zoned Low Density Residential (LDR) by the City of Tukwila. The LDR permits 6.6 units per acre with a minimum lot size of 6,500 square feet. 4. The property currently contains one home. On the east side of the property is a private access easement is used for access for three lots in the rear of the property. 5. Upon completion the property will be divided into two lots. Proposed lot one will be 9,980 square feet, proposed lot two will be 6,658 square feet (excluding the private access easement). 6. When completed the short plat will add an additional access point on S. 160 Street. 7. The project is exempt from SEPA review. Appeals This short plat approval or any condition placed in decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (6/17/06). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: Brandon -M Page 2 Q: \Short Plats \TRAN, L05 -047 \PRE - APPROVAL LETTER.doc Last printed 06/20/2006 1:35 PM 06/20/2006 • a 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, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. Final Approval The next step is to install the necessary improvements and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. In addition, all inspections relating to public works improvements must be completed by the time of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be dated within 45 -day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. DO NOT FOLD THE FINAL SHORT PLAT MAP. 3. A sensitive area hold harmless argreement is required since the property contains steep slopes. The agreement is attached with this document. Brandon -M Page 3 Q: \Short Plats \TRAN, L05- 047 \PRE - APPROVAL LETTER.doc Last printed 06/20/2006 1:35 PM 06/20/2006 Survey Documents • a 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. The sheets that were submitted for the 2nd submittal do not meet King County's document requirements. 2. The original notarized signatures of all property owners must be on the face of the plat. 3. All lots shall be assigned an address and shown on the final plat. The address are as follows: Lot 1: 4640 S. 160 Street Lot 2: 4644 S. 160 Street Please note that the address of the existing house has changed. 4. Please reference the "Subsurface Exploration and Geotechnical Engineering Report" prepared by CTS Engineers on the face of the short plat document. 5. Show all new easements on the short plat. Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Do not fold or bend the final short plat map that will be recorded with King County. Expiration The final short plat must be filed with the King County Department of Records by June 17, 2007, exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. Brandon -M Page 4 Q: \Short Plats \TRAN, L05- 047\PRE- APPROVAL LETTER.doc Last printed 06/20/2006 1:35 PM 06/20/2006 If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles(ci.tukwila.wa.us. Steve Lancaster Director of Community Development • cc. Jim Morrow, Public Works Director (initial your approval Nick Olivas, Fire Chief (initial your approval ] -ix. 1-Wo Don Tomaso, Fire Marshal Dave McPherson, Public Works Engineer Brandon J. Miles, Assistant Planner File (L06 -004) Brandon -M Page 5 Q: \Short Plats \TRAN, L05- 047\PRE- APPROVAL LETTER.doc Last printed 06/12/2006 8:46 AM 06/12/2006 CITY OF TUKWILA MAY 3 0 Zoos PERMIT CENTER • • I:131N331II 111%13d 900Z 0 ) VW viI CI n 3 3a � I Ben Tran Residence 4646 South 160th Street Seattle WA Parcel #: 2223049044 SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT April 18, 2006 Prepared for CTS Engineers 1412 112th Avenue NE, Suite 102 Bellevue, WA Jason • Engineering & Consulting Business, Inc. CTS Engineers 1412 112th Avenue NE, Suite 102 Bellevue, WA 98004 Re: Slope Stability Report Ben Tran Site, Parcel# 7773049044 Attn: Mr. Paul Prochaska Geotechnical Engineeri Retaining Structures Foundation Design Pavement Design & Analysis Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 At your request, we have conducted a soils exploration and slope stability analysis for the above mentioned project. The results of this investigation, and our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. During our exploration, one test boring was advanced and soil samples submitted for laboratory testing from the project site. The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings with a daylight basement type structure appear to be the most suitable type of foundation for the support of the proposed structure. Net allowable soil pressures, embedment depth, soil parameters, and total expected settlements have been presented for the site, later in the report. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. We would be pleased to continue our role as geotechnical engineers during the project. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions concerning this report, the procedures used, or if we can be of any further assistance please call us at (206) 786 - 8645. .C. Bell P ' ident TING By INESS, INC PO Box 181 Auburn WA. 98071 Phone: 206 -786 -8645 Fax: 253 -833 -7316 Email: jecbpe®yahoo.com Page 2 of 19 • Jason Engineering & Consulting Business, Inc. Geotechnical Engineeri Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Table of Contents Table of Contents 3 Investigation Information 4 Introduction: 4 Scope: 4 General: 4 Site Exploration Procedures 5 General Notes: 5 Drilling & Sampling Procedures: 5 Laboratory Testing Program: 5 Site Information 6 Project Description 6 Geology of Area: (AgC), Alderwood gravelly sandy loam, 6-15 percent slopes 6 Climate of Area: 6 Description of Foundation Materials: 6 Geoseismic Setting: 7 Liquefaction Potential: 7 Foundation Discussion & Recommendations 9 General Notes: 9 Foundation Design Recommendations: 9 Structural Fill: 10 Lateral Earth Pressures: 10 Groundwater Control: 10 Percolation Test Results 11 Landslide and Erosion Hazard Areas: 11 Building Setback 12 Construction Considerations 13 Earthwork: 13 Excavations: 13 Floor Slab -On- Grade: 13 Conclusion 14 Appendix I: Boring Log 14 Hand boring from perc tests 14 Boring from drill rig 15 Appendix II: Figures and Photos 16 Site Photos 16 Vicinity Map 16 Slope Stability, Static FS = 2.01 17 Slope Stability, Dynamic FS = 1.33 18 Site Plan 19 Page 3 of 19 Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Investigation Information Introduction: Date: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 This report presents the results of a soils exploration and foundation analysis for the proposed new construction located at 4646 South 160th Street in Seattle WA. The subsurface exploration and analysis determines the various soil profile components, the engineering characteristics of the foundation materials and provides criteria for the design engineers and architects to prepare or verify the suitability of the foundation design. This report was requested by CTS Engineers. Written authorization to perform this exploration and analysis was provided by CTS Engineers. Scope: The scope of this geotechnical report and analysis included; a review of geological maps of the area, review of geologic and related literature, a reconnaissance of the immediate site, subsurface exploration, field and laboratory testing, and an engineering analysis and evaluation of the foundation materials to provide allowable bearing capacity, estimates of settlement, subgrade modulus, lateral earth pressure design values, geotechnical recommendations for site grading including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils as structural fill, drainage and erosion control measures, as well as an evaluation of landslide and erosion hazards at the site per the City of Tukwila Critical Areas regulations. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and / or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. General: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This investigative report has been prepared for the exclusive use of CTS Engineers and retained design consultants thereof. Findings and recommendations within this report are for specific application to the proposed project. All recommendations are in accordance with generally accepted soils and foundation engineering practices. PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Page 4 of 19 General Notes: Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Site Exploration Procedures PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test boring, and recovering bore samples. One test boring was placed on the site. The test boring was advanced to 30 feet below the existing ground surface. Boring was located near the northeast corner of the existing house on the property. The location was chosen by a field engineer as nearly as possible to critical slope features. After completion, the test bore was backfilled with excavated soils. The types of foundation materials encountered in the test boring have been visually classified and described in detail on the log provided in the Appendix. The results of the moisture content testing and other laboratory tests are presented on the log. It is recommended that the log not to be used for estimating quantities due to highly interpretive results. Drilling & Sampling Procedures: The test boring was performed with a conventional tire- mounted hollow stem auger drill rig. Representative samples were obtained from the boring at soil intervals of five feet. The samples obtained by this procedure were classified in the field by a soils technician, identified according to boring depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. Laboratory Testing Program: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structure. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Moisture Content Analysis - D4959, and Grain Size Analysis - ASTM designation C -117, C -136. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying log located in the Appendix. Page 5 of 19 Site Information Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis PO Box 181 Auburn WA. 98071 1 Page 6 of 19 Project Description The purpose of this section is to enumerate details of the proposed structure. The following information was provided by the project owner. The building will be a wood framed, single family residence structure. A daylight basement type structure is planned. Conventional spread footings and slab -on -grade floors are contemplated with foundation retaining walls on the south side. Differential settlements are limited to 3 /4 inch. The site of the proposed new construction upon which this soils exploration has been made is located at 4646 South 160th Street in Seattle, WA. Date: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 The site topography consists of a two tier plat on a hill sloping generally downward to the east. The total vertical relief on the site is approximately 12 feet. Access to the lot is from South 160th Street on the south side. The site drainage consists primarily of ground seepage and street side storm water catch basins. City maintained utilities including storm drainage, sanitary sewer, and potable water main are in place on S 160 ST. The site vegetation is mostly grass with some shrubs and small trees. Prior grading has not occurred. Geology of Area: (AgC), Alderwood gravelly sandy loam, 6 -15 percent slopes The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Alderwood gravelly sandy loam (AgC). This soil is rolling. Areas are irregular in shape and range from 10 to about 600 acres in size. A typical profile is a very dark brown gravelly sandy loam on the top two inches. It is weak, fine, granular structure, friable, non sticky and non plastic. Layers at 2 to 12 inches are a dark brown, dry, slightly hard, friable soil. It is non sticky, non plastic strongly acidic, with a sub angular blocky structure. From 12 to 27 inches the soil is grayish brown to light gray hard friable, non sticky, non plastic and medium acidic. Boundaries are wavy with distinct mottles of light olive. At 27 to 60 inches the soil is grayish brown to light gray weakly to strongly consolidated till. It is dry, medium acidic with distinct mottles of light olive and yellowish brown. Permeability is moderately rapid in the surface layer and subsoil, however it is very slow within the cemented layer and dense glacial till. Roots penetrate easily to the consolidated substratum where they tend to mat on the surface. Alderwood soils are in a cool marine climate. The summers are cool and dry, and the winters are mild and wet. Water moves on top of the substratum in winter. A perched water table is as high as 18 to 36 inches at times from January through March. Runoff is slow to medium and erosion hazard is moderate. Climate of Area: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of mean annual precipitation ranging from 35 to 60 inches, most of which falls as rain from November through March. Mean January temperature is 38 degrees F, mean July temperature is 60 degrees F, and mean annual temperature is 50 degrees F. The frost free season (28 degrees F) is about 200 days Description of Foundation Materials: The soil profile encountered was highly uniform and consistent with the expected soil type for the location. It is to be noted that, whereas the test boring was placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the log not to be used for estimating quantities due to highly interpretive results. The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any construction due to the high compressibility of these soils. Sandy loam layers were encountered beneath the existing topsoil and extended to depths beyond the scope of this investigation. The top 5 feet was dark brown, mottled, moist sand with some small gravel. From 5 to 15 feet, soils were similar but with increasing sizes Phone: 206 -786 -8 0 0.00 40.0 To 0.06 100.0 100 150 Ts 0.30 100.0 100 150 1 1.00 30.0 2 2.00 15.0 i• y 60.00 rc 2 20.00 120.00 100.00 80.00 40.00 Jason • Engineering & Consulting Business, Inc. Design Response Spectrum 0.00 0.00 0.20 0.40 0.60 0.80 1.00 120 1.40 Period, T Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis of both sand and gravel particles. From 15 feet to the bottom, soils were uniform sand, light brown to grey, moist, without gravel. An increase in fine grained material percentage was noticed in the final (30 foot depth) sample. Geoseismic Setting: Foundation soils on this site are designated a Site Class D, from Table 1615.1.1 per the 2003 International Building Code (I.B.C.). All building structures on this project should be designed per Code Requirements for such a seismic classification. These types of soils have a shear wave velocity in the range of 600 to 1,200 ft/sec. The undrained shear strength is typically 1,000 -2,000 psf with blow counts in the range of 15-50 blows per foot. The following may be used for the seismic coefficients. Period, T • Sds and Sms values given at max acceleration • Sm1 = 45, Shc = 30 Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Si Site class F Reyuircs, peciliic i nvestiga t i itr- on Site class E Site class D to E Site class D Site class C to D Site class C Site class B to C Site class B Sds Sms Liquefaction Potential: Liquefaction is when saturated, cohesionless soils are temporarily turned in to a liquid state usually from a seismic event. If ground motion lasts for extended amounts of time, the grain to grain contact shifts and the grain structure can collapse. If the water within the soil cannot flow easily between the grain and out of a collapsing area, the water pressure increases. When pore pressures build up within the soil and exceed the effective contact pressure of the soil, the water can push the soil particles apart. When the particles lose contact with each other, the soil mass can behave like a liquid. If pore pressures are great enough, water may discharge out of the ground like a geyser leaving characteristic signs, such as sand boils. Liquefaction is generally related to; soil characteristics, water table depths and the degree of seismic activity. The results are lower bearing capacities, increased settlement issues, landslides, and lateral spreading to name a few things. Liquefaction potential for this site is provided within the PO Box 181 Auburn WA. 98071 Page 7 of 19 Phone: 206 -786 -8 645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis boundaries of the site. Seismic events which affect land masses on a greater scale are beyond the scope of this report. The largest earthquakes in recent history in the Puget Sound Region are the 1949 surface wave (magnitude 7.1) in Olympia, the 1965 Seattle- Tacoma earthquake (magnitude 6.5) and the 2001 (magnitude 6.8). All of the historic liquefaction sites are located in the Duwamish valley in Holocene alluvium (Category I deposits). Liquefaction during the 1949 and 1965 earthquakes were mostly in the form of sand blows and surface cracking which was substantiated with many eyewitness observers living in the Pacific /Algona area. Broken water lines were reported in Auburn during the 1949 event suggests lateral spreading. Vertical ground water seepage around sewer manholes was also observed in Auburn, but no broken sewer lines were reported. In our review we found no evidence of liquefaction of the soils in the immediate area from the 1949, 1965 and 2001 earthquakes. The Liquefaction Susceptibility Map of King County Washington provided by the Department of natural Resources classifies the area as VERY LOW. We therefore consider the site to have a LOW susceptibility to liquefaction and have used this information within our design recommendations. TA Phone: 206-786-86,15 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Liquefaction susceptibility: HIGH Liquefaction susceptibility: MODERATE to HIGH Liquefaction susceptibility: MODERATE Liquefaction susceptibility: LOW to MODERATE Liquefaction susceptibility: LOW Liquefaction susceptibility: VERY LOW to LOW Liquefaction susceptibility: VERY LOW PO Box 181 Auburn WA. 98071 Page 8 of 19 86 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Foundation Discussion & Recommendations General Notes: Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis 18.0 inch min. required for freeze -thaw 18.0 inches_ min. width Ground Surface Perimeter Footing Drain Perforated, 6 inch pipe Footing Depth: 18 inches Native Bearing (Approx): 2,000 PSF Compacted to 95% of max density per ASTM D -1557 PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax 253 -833 -7316 Email: jecbpe@yahoo.com Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structure be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed. Foundation Design Recommendations: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. 4. All footings are to be excavated to native undisturbed soils. Footings are required to be a minimum of 18 inches below grade for freeze thaw purposes. After excavation, compact any loose surface soils with a jumping jack compactor. These soils shall be confirmed for bearing capacity and verified by the soils engineer after excavation. A. After excavation, compact the surface with a jumping jack compactor. Confirm compaction of the native soils and that all soft spots have been removed and replaced with suitable fill material and compacted to at least 95% of the maximum dry density as determined by ASTM D -1557. 4' Continuous wall footings should be a minimum of 18 inches in width and any slab for the proposed building should be suitably reinforced and connected to the footings so as to limit the effects of differential settlement and to provide some degree of uniform settlement ability for the building should the site undergo liquefaction during a major seismic event. Page 9 of 19 • Jason Engineering & Consulting Business, Inc. Geotechnical Engineerin Retaining Structures Foundation Design Pavement Design & Analysis Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 The footings should be proportioned to meet the stated bearing capacity and /or the International Building Code 2003 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of 3 /4 inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over - excavation and backfilling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. Structural Fill: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5% fines (#200). Suitable structural fill should consist of material that meets one of the following specifications, WSDOT Section 9- 03.10 Aggregate for Gravel Base, WSDOT Section 9- 03.14(1) Gravel Borrow, WSDOT Section 9 -03.14(2) Select Borrow, WSDOT Section 9 -03.9(3) Crushed Surfacing (Base Course Specs), WSDOT Section 9- 03.9(3) Crushed Surfacing (Top Course Specs), APWA Class A Pit Run, or APWA class B Pit Run. Material that does not meet one of the specifications should be submitted with sieve analysis results for approval prior to placement. The fill should be placed in lifts not to exceed 12 inches in loose thickness. Each layer of structural fill should be compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If it is elected to utilize a compacted backfill for the support of foundations, the subgrade preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on -site soils as structural fill is not recommended. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. Lateral Earth Pressures: Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. Below grade retaining walls or walls designed for retaining earthen fills on this project may use the following values for design. Values were obtained based on a unit weight of 125 pcf, and a phi angle of 28 degrees. Earth Pressure Coefficients Active, K At Rest, K Passive, K Groundwater Control: 0.361 0.531 2.770 Earth Pressure Active: At Rest Passive: Coefficient of Friction: 45 66 346 0.40 lbs. /ft lbs. /ft lbs. /ft Groundwater was not encountered during the field exploration. Groundwater is not expected to cause difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on -site soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed away from the property. This can be accomplished by tight - lining the PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Page l0 of 19 Time minutes Test #1 Distance inches Percolation Rate min/in lime minutes Test #1 b Distance inches Percolation Rate min/in 0 18 0.000 0 14.4 0.000 0.33 26.4 0.040 0.5 26.4 0.042 0.67 32A 0.056 1 33.0 0.076 1 37.2 0.069 2 40.8 0.128 1.5 40.2 0.167 4 46.8 0.333 2 43.2 0.167 5 50.4 0.278 3 46.8 0.278 6 51.0 1.667 4 49.2 0.417 7 52.8 0.556 5 51 0.556 8 53.4 1.667 6 52.8 0.556 9 54.7 0.758 7 54 0.833 10 55.0 4.167 8 55.2 0.833 12 55.7 2.778 9 55.8 1.667 14 56.4 2.778 10 56.4 1.667 16 57.1 2.778 18 58.0 2.381 Average: 0.56 min/in Average: 1.46 min/in 1.78 in/min 0.69 in/min Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 drainage to the on site city maintained storm drainage system. Retaining walls should contain at least 12 inches of free draining material behind the wall as well as a 6 inch perforated drainpipe at the bottom of the wall to alleviate any pressure buildup. Connect the drainpipe to the on site storm drainage system. Percolation Test Results The tests were performed in accordance with the applicable EPA standards for a falling head percolation test. The depth of the percolation test was 4 to 6 feet beneath the existing surface. Testing was performed multiple times for accuracy. The test location can be found on the site map. The soaking of the soils prior to performing the percolation tests was performed. Additionally, rain had occurred within the last couple days of the site visit. The native soils were moist prior to running the tests. The percolation rates are considered accurate for the site. Landslide and Erosion Hazard Areas: An erosion hazard area is defined in the critical areas ordinance 15051 as an area underlain by soils that is subject to severe erosion when disturbed. These soils include, but are not limited to, those classified as having a severe to very severe erosion hazard according to the United States Department of Agriculture Soil Conservation Service, the 1990 Snoqualmie Pass Area Soil Survey, the 1973 King County Soils Survey or any subsequent revisions or addition by or to these sources, such as any occurrence of River Wash ( "Rh ") or Coastal Beaches ( "Cb ") and any of the following when they occur on slopes inclined at fifteen percent or more: Alderwood gravely sandy loam ( "AgD "); Alderwood and Kitsap soils ( "AkF "); Beausite gravely sandy loam ( "BeD" and "BeF "); Kitsap silt loam ( "KpD "); Ovall gravely loam ( "OvD" and "OvF "); Ragnar fine sandy loam ( "RaD "); Ragnar- Indianola Association ( "RdE "). City of Tukwila defines a Landslide Hazard Area as an area subject to severe risk with the following criteria: A. An area with a combination of: 1. Slopes steeper than fifteen percent of inclination; 2. Impermeable soils, such as silt and clay, frequently interbedded with granular soils, such as sand and gravel; and 3. Springs or ground water seepage; B. An area that has shown movement during the Holocene epoch, which is from ten thousand years ago to the present, or that is underlain by mass wastage debris from that epoch; PO Box 181 Auburn WA. 98071 Page 11 of 19 Phone: 206 -786 -8 645 Fax: 253- 833 -7316 Email: jecbpe@yahoo.com Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 C. An area potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action; D. An area that shows evidence of or is at risk from snow avalanches; or E. An area located on an alluvial fan, presently or potentially subject to inundation by debris flows or deposition of stream - transported sediments. A) Portions of the site are steeper than 15 %, however the average slope of the entire site is 10 %. The lower layers are mostly comprised of permeable soils such as sand or sand with gravel. There are no springs or seeps noted on site during the site visit. B) No evidence of slippage or movement was noted during the site visit. Most areas in the Puget lowlands consist of Lower Tertiary sedimentary rocks which overlie the Crescent Formation. During the Quaternary, the Puget Lowland was covered a number of times by continental ice sheets. The most recent (Fraser) glaciation reached its peak about 14,000 years ago. Holocene deposits are typically younger than the end of either the Fraser or Wisconsin glaciations, depending on the location. C) There are no areas of rapid stream incision, bank erosion or wave action on site. D) There are no risks from snow avalanches on site. E) The Alderwood formation was formed under glacial deposits The site is classified by the USDA has an erosion hazard of "moderate ", for the Alderwood gravelly sandy loam (AgC). Based on our observations during the site visit and our experience with the soils in the area, it is our opinion that the slope is stable. There is no evidence of slope debris, raveling or erosion, or slippage. There were no indications of a water table. Slope stability analysis was performed using Geo- Slope's Slope/W program (version 5). The analysis process examines slope stability using the method of slices procedure for determining slope stability. We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern -Price methods for slope stability. The slope analysis above includes ground acceleration of 0.15g's in both the horizontal and vertical directions for seismic considerations. The minimum dynamic safety factor required is 1.2. The minimum static safety factor required is 1.5. Some surface slippage is shown at the lower portion of the slope under severe seismic conditions. This portion is off the limits of the property by 80 feet and will not affect the proposed location of the house. The lowest factor of safety under static conditions is 2.01. The smallest factor of safety for dynamic conditions is 1.33. There are no indications of any deep seated instability on the site. Building Setback Based on our geotechnical evaluation of the site and our experience in the area, we believe that the structure may be set into the slope as a daylight basement type structure. No setbacks are required from the top or bottom of the slope. All drainage will be collected and tightlined to the city maintained storm drainage and sewer system. No sheet flow from impervious surfaces should be directed toward the slope (north side of the property). Weathering, erosion and resulting surface sloughing and shallow land sliding are natural processes that effect slope areas. As noted no evidence of surface raveling or sloughing was observed in the sloping portions of the site. To manage and reduce the potential for these natural processes, we recommend no drainage of concentrated surface water or significant sheet flow onto or near the slope area. PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax 253 -833 -7316 Email: jecbpe@yahoo.com Page 12 of 19 Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Construction Considerations Earthwork Date: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6-12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement & compaction of new fill (if required) should be maintained by a representative of the soils engineer. Excavation equipment may disturb the bearing soils and loose pockets can occur at bearing levels that were not disclosed by the preliminary site investigation. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. Excavations: Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes approaching vertical Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation thereby undermining the upper soils materials. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. Floor Slab -On- Grade: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be verified by the geotechnical engineer or his representative that all soft or deflecting areas have been removed. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand and gravel mixture with non - plastic fines. All PO Box 181 Auburn WA. 98071 Page 13 of 19 Phone: 206 -786 -8 645 Fax: 253- 833 -7316 Email: jecbpe@yahoo.com Boring ID: Test 1 Method of Sample: Hand Excavated Date of Excavation: 3/22/2006 Surface Elevation (ft): 380 Project Name: Ben Tran Total depth (ft): 4 File #: 06001-051 Technician: JSM t ) Depth(ft): Profile SPT (N) Moisture Percent passing Sample Description (feet) (meters) USCS (blows /ft) % 3/4" #4 #200 Type 0.5 0.15 : L� ,' .. grass /topsoil 1 0.30 SP 10 N/ A sand w /gravel, dark brown, medium dense, moist 1.5 0.46 2 0.61 SP - GP 11 N/ A sand w /gravel, brown to light brown, medium dense to dense 2.5 0.76 moist, non cohesive 3 0.91 3.5 1.07 4 1.22 material should pass a 3 /4 inch sieve and contain less than 10% passing the #200 sieve. Groundwater can be expected at shallower depths during the winter months. A moisture barrier, such as visqueen or plastic sheeting, should be placed beneath all floor slabs. Conclusion Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Appendix I: Boring Log Hand boring from perc tests PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings with a daylight basement type structure appear to be the most suitable type of foundation for the support of the proposed structure. It is recommended that the services of our firm be engaged to test and evaluate the soil conditions during the construction phase of the project. The design values and recommendations made herein are valid only insomuch as they are followed during the construction phase. Additionally, monitoring and testing during the construction phase needs be performed to verify the subgrade conditions and that suitable materials are used and that they are properly placed and compacted. When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. While the recommendations made herein are considered sufficient in detail for the construction of the proposed project, there are many alternative methods of construction which are available. We can discuss various other options for construction at your request. Page 14 of 19 Boring 1D: Bore 1 Method of Sample: Split Spoon Sampler Date of Excavation: 4/6/2006 Surface Elevation (ft): 390 Project Name: Ben Tran Total depth (ft): 30 File #: 06001 -070 Technician: JSM Depth(ft): Profile SPT (N) Moisture Percent passing Sample Description (feet) (meters) USCS (blows /ft) % 3/4" #4 #200 Type 1 0.30 ",1111::: E g 1 Topsoil, roots to 1 foot 2 0.61 .. ,t• ' "•';.; 3 0.91 r 4 1.22 5 1.52'^S1VI • ' ., 8 9 100 90 13 Silty Sand with Gravel: dk brown, moist, fine to 6 1.83 ..;,.',$... - coarse sand, mottled, medium dense 7 2.13e ... 8 2.44 • :•' �• 9 2.74 ''' 10 3.05 SP 16 9 100 96 12 Silty Sand with Gravel: dk brown, moist, med to 11 3.35 coarse sand, fine to coarse gravel, 12 3.66 medium dense 13 3.96 14 4.27 15 4.57 27 9 100 96 12 silty Sand with Gravel: med to It brown, moist, 16 4.88 coarse sand, gravel to 2 ", very dense 17 5.18 18 5.49 A; r•> , :.. 19 5.79 ••.`'' 20 6.10 ; =•.'SM .,�'' 22 8.7 96 95 13 Sand: It brown to grey, moist, med to coarse sand, 21 6.40 "` '1 dense 22 6.71 •''' • :''• Ljr y 23 7.01 K ''; . 24 7.31 25 7.62 SP 35 5.8 100 99 10 Sand with silt light brown to grey, moist 26 7.92 med to coarse sand, very dense 27 8.23 28 8.53 29 8.84 30 9.14 ; :: , 42 100 100 21 Silty sand: brown, moist, fine to med sand, End Boring very dense Jason Engineering & Consulting Business, Inc. Boring from drill rig • Geotechnical Engineerin Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Date: 4-18 -2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Page 15 of 19 Site Photos Vicinity Map Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Appendix II: Figures and Photos 1: Bore hole located at top of slope near NE corner of existing house Date: 4-18-2006 Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 2: Sand with gravel was primary soil type encountered PO Box 181 Auburn WA. 98071 Phone: 206-786-8645 Fax 253-833-7316 Email: jecbpe@yahoo.com Page 16 of 19 • • • • • • • • • • • • • a • 400 • Slope Stability, Static FS = 2.01 • 3 1 28 32_28 • • 3231 e 3237 • 32.45 O 2.64 3253 • 33.21 • • 33.68 34.34 • 33.30 • 36.9 • 39.06 • 43.02 • 31.41 • 77.69 • 8.60 Jason Engineering & Consulting Business, Inc. 6.19 • 6.17 • 6 14 • 6.12 • 6.09 • 6.06 • 6.03 • 600 7.04 e 6.30 • 6.26 e 6.22 • 6.15 • 6.13 6.08 6.03 e 3 93 3.92 3.86 5.79 • 5.72 • 363 • 9 • • • • • • • • • • • • 0 9.84 • 10.41 • 11.18 O 12.30 Geotechnical Engineering Retaining Structure Foundation Design Pavement Design & Analysis • • • • • • • • • • • a a a • • • • • • • • a • • • • • • • • • • 8.12 5.12 • • 8.11 • • S S S. • e 8.03 • S • S a 8.07 8.07 • 8.07 a 8.07 5.07 8.09 8.44 proposed house location Date: 4-18 -2006 s Project 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 4.86 2.79 • 2.76 • 2. r_ a e .70 2.63 a O .66 • 2.67 2.69 • o ' • 2 • 89 PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe®yahoo.com • 3.32 3.36 • 3.38 • 3.33 • 3.40 • 3.42 • 3.45 • • 3.49 3.50 • a 331 3.52 • • 334 e 3 37 3.60 • 3.60 • 3.53 • 06 02 2.97 • 299 • 2.58 259 e 1 75 • 2.73 a • 3.15 • 3. 7 • 3. 9 • 3. 9 3. •3. 7 • 3 4 a 233 • 10 233 • a • 223 221 a • 2.18 • 2.15 0 2.12 2.09 • 2.05 • a 2.44 a 2.42 239 • a 236 a 233 231 a d 120 140 160 180 200 Distance, Ft The significant soils are the Alderwood, AgC. There were no indications of a water table. The lowest factor of safety under static conditions is 2.01. It is off the property limits by 80 feet. The minimum safety factor required is 1.5. There are no indications of any deep seated instability on the site. Page 17 of 19 a • • • • • • • • • • • • • • 400 • Slope Stability, Dynamic FS = 1.33 • SOS • 2.88 2.89 • 290 • 290 2.92 2.93 2 93 2.98 02 OS 3.16 • 3 • • 3.40 • 9.61 • 2.63 2b3 a 2.67 6 • 2.69 2.71 • 0.73 2.76 6 2.78 6 281 a � • ' • 207 • 2.91 • 2.94 3.00 Jason Geotechnical Engineering Engineering & Retaining Structure Consulting Foundation Design Business, Inc. Pavement Design & Analysis 2.47 e 2.47 2.46 • 2.46 e 2 43 • • 2.43 2.44 • 2.43 6 243 • 2.42 • 2.42 • • 2.41 • 2.40 2.40 • 03 2.40 • • 242 • • • • • • • • • • • • • • Date: 4-18 -2006 s Project 4646 South 160th Street, Seattle, Ben Tran Res a File #: 06001 -070 • 224 • 223 0 1.33 1.85 0 1.86 • 1.87 • • 1.8S 1.89 6 1.90 a 1.91 • 1.99 • 1.95 • 6 1.97 0 1.09 02 • 1.81 1.S0 6 1.79 6 1.78 a 1.77 • 1.76 6 1.75 a 1.74 6 1.72 0 • 1.71 • 1.69 e 1.63 1.66 • 05 1.63 0 06 1.63 • 06 1.61 • 39 380 370 360 3.63 • 3.63 • 3.63 • 3.64 6 3.64 • 3.64 • 9.65 6 966 • 3.67 O 3.65 • 3.70 • • 9.72 3.76 • • 9.81 • 3.91 • 4.11 330 0 20 2.51 • • 251 2.51 • • 252 2.52 • 2.52 • • 2 52 • 253 259 6 254 • 2.36 • 238 • • 261 266 • • 274 2.90 • e3 • • • • • • • • e • • • 9.24 9.36 • • 952 • 9.73 • a 0 • • • • • • • • a a • • • 6 • 40 60 80 100 120 140 160 Distance, Ft . 7' a 272 • 72 • • 2.72 2.72 • 2.72 • • 2.73 2 73 • 2 .73 • 2 73 • 2.74 • 2.74 • • 2.73 2.73 • • 2.76 2.78 • • 85 2 87 • 277 • 282 • • 286 2.90 • 294 • 297 • 3 01 proposed house location • � • 2 ' a • 2 _ 2.1 • • 2.1 2.1 • • 2.1 6 2.1 2.1 • 2.1 • O 2 . 2. 0 1 • 1.63 • 1.62 e 1.61 6 1.60 • • 1.39 159 6 139 • 1.60 • • 1.61 • 1.63 • 1.66 • 1.68 • 1.67 1.66 6 1.65 O 1.64 • • 1.30 • 1.49 • 1.48 6 6 1.47 • 1.46 1.45 • 1.44 • 1.43 • 1.42 • 1.41 • 1.40 • 139 a 137 136 6 134 • dal 180 200 220 240 260 280 3'0 The slope analysis above includes ground acceleration of 0.15g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with the smallest factor of safety being 1.33. Some surface slippage is shown at the lower portion of the slope under severe seismic conditions. This portion is off the limits of the property by 80 feet. Analysis was performed using Geo-Slope's Slope / W program (version 5). The analysis process examines slope stability using the method of slices procedure for determining slope stability. We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The minimum safety factor required is 1.2. There are no indications of any deep seated instability on the site. PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax 253-833 -7316 Email: jecbpe@yahoo.com Page 18 of 19 CONCRETE WALK 00 U) 0 0 z • • 5' WOOD FENCE N8 '43'17"W �' CONC. CURB W/' mem • .s r11101111111111MMIP0IMM E--� MIMI MIMI 3 as ASPHALT ROAD A • CONC WALK Date: 4/18/2006 Dwg #: 06001- 070 Designed by: JSM Drawn by: JSM Revisions: Sheet: Site Plan Scale: 1" = 20 feet Page 19 of 19 Time minutes Test #1 Distance inches Percolation Rate min/in Time minutes Test #1b Distance inches Percolation Rate min/in 0 18 0.000 0 14.4 0.000 0.33 26.4 0.040 0.5 26.4 0.042 0.67 32.4 0.056 1 33.0 0.076 1 37.2 0.069 2 40.8 0.128 1.5 40.2 0.167 4 46.8 0.333 2 43.2 0.167 5 50.4 0.278 3 46 8 0 278 6 51 0 1 667 4 49.2 0.417 7 52.8 0.556 5 51 0.556 8 53.4 1.667 6 52.8 0.556 9 54.7 0.758 7 54 0.833 10 55.0 4.167 8 55.2 0.833 12 55.7 2.778 9 55.8 1.667 14 56.4 2.778 10 56.4 1.667 16 57.1 2.778 18 58.0 2.381 Average: 0.56 min/in Average: 1.46 min/in 1.78 in/min 0.69 in/min Jason Engineering & Consulting Business, Inc. Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Date: 4 -18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 drainage to the on site city maintained storm drainage system. Retaining walls should contain at least 12 inches of free draining material behind the wall as well as a 6 inch perforated drainpipe at the bottom of the wall to alleviate any pressure buildup. Connect the drainpipe to the on site storm drainage system. Percolation Test Results The tests were performed in accordance with the applicable EPA standards for a falling head percolation test. The depth of the percolation test was 4 to 6 feet beneath the existing surface. Testing was performed multiple times for accuracy. The test location can be found on the site map. The soaking of the soils prior to performing the percolation tests was performed. Additionally, rain had occurred within the last couple days of the site visit. The native soils were moist prior to running the tests. The percolation rates are considered accurate for the site. Landslide and Erosion Hazard Areas: An erosion hazard area is defined in the critical areas ordinance 15051 as an area underlain by soils that is subject to severe erosion when disturbed. These soils include, but are not limited to, those classified as having a severe to very severe erosion hazard according to the United States Department of Agriculture Soil Conservation Service, the 1990 Snoqualmie Pass Area Soil Survey, the 1973 King County Soils Survey or any subsequent revisions or addition by or to these sources, such as any occurrence of River Wash ( "Rh ") or Coastal Beaches ( "Cb ") and any of the following when they occur on slopes inclined at fifteen percent or more: Alderwood gravely sandy loam ( "AgD "); Alderwood and Kitsap soils ( "AkF "); Beausite gravely sandy loam ( "BeD" and "BeF "); Kitsap silt loam ( "KpD "); Ovall gravely loam ( "OvD" and "OvF "); Ragnar fine sandy loam ( "RaD "); Ragnar- Indianola Association ( "RdE "). City of Tukwila defines a Landslide Hazard Area as an area subject to severe risk with the following criteria: A. An area with a combination of: 1. Slopes steeper than fifteen percent of inclination; 2. Impermeable soils, such as silt and clay, frequently interbedded with granular soils, such as sand and gravel; and 3. Springs or ground water seepage; B. An area that has shown movement during the Holocene epoch, which is from ten thousand years ago to the present, or that is underlain by mass wastage debris from that epoch; PO Box 181 Auburn WA. 98071 Phone: 206 -786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Page 11 of 19 Jason Engineering & Consulting Business, Inc. Investigation Information Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Date: 4 -18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Introduction: This report presents the results of a soils exploration and foundation analysis for the proposed new construction located at 4646 South 160th Street in Seattle WA. The subsurface exploration and analysis determines the various soil profile components, the engineering characteristics of the foundation materials and provides criteria for the design engineers and architects to prepare or verify the suitability of the foundation design. This report was requested by CTS Engineers. Written authorization to perform this exploration and analysis was provided by CTS Engineers. Scope: The scope of this geotechnical report and analysis included; a review of geological maps of the area, review of geologic and related literature, a reconnaissance of the immediate site, subsurface exploration, field and laboratory testing, and an engineering analysis and evaluation of the foundation materials to provide allowable bearing capacity, estimates of settlement, subgrade modulus, lateral earth pressure design values, geotechnical recommendations for site grading including site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils as structural fill, drainage and erosion control measures, as well as an evaluation of landslide and erosion hazards at the site per the City of Tukwila Critical Areas regulations. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and /or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. General: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This investigative report has been prepared for the exclusive use of CTS Engineers and retained design consultants thereof. Findings and recommendations within this report are for specific application to the proposed project. All recommendations are in accordance with generally accepted soils and foundation engineering practices. PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Page 4 of 19 SUBSURFACE EXPLORATION AND GEOTECHNICAL E1o1GINEERING REPORT Ben Tran Residence 4646 South 160th Street Seattle WA Parcel #: 7223049044 Prepared for I y CTS Engineers OF TUKWILA MAY 1 2 2006 1412112th Avenue NE, Suite 102 I Bellevue, WA T C CTS Engineers 1412 112th Avenue NE, Suite 102 Bellevue, WA 98004 Jason • Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis Re: Slope Stability Report Ben Tran Site, Parcel# 7273049044 Attn: Mr. Paul Prochaska a te: 4 -18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 At your request, we have conducted a soils exploration and slope stability analysis for the above mentioned project. The results of this investigation, and our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. During our exploration, one test boring was advanced and soil samples submitted for laboratory testing from the project site. The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings with a daylight basement type structure appear to be the most suitable type of foundation for the support of the proposed structure. Net allowable soil pressures, embedment depth, soil parameters, and total expected settlements have been presented for the site, later in the report. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. We would be pleased to continue our role as geotechnical engineers during the project. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions concerning this report, the procedures used, or if we can be of any further assistance please call us at (206) 786-8645. PO Box 181 Auburn WA. 98071 Page 2 of 19 8645 Fax: 253-833-7316 Email: jecbpe@yahoo.com ahoo.com Phone: 206-786-8645 1 p @y Jason Engineering Sr Consulting Business, Inc. Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis a te: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Table of Contents Table of Contents 3 Investigation Information 4 Introduction: 4 Scope: 4 General: 4 Site Exploration Procedures 5 General Notes: 5 Drilling & Sampling Procedures: 5 Laboratory Testing Program: 5 Site Information 6 Project Description 6 Geology of Area: (AgC), Alderwood gravelly sandy loam, 6-15 percent slopes 6 Climate of Area: 6 Description of Foundation Materials: 6 Geoseismic Setting: 7 Liquefaction Potential 7 Foundation Discussion & Recommendations 9 General Notes: 9 Foundation Design Recommendations: 9 Structural Fill: 10 Lateral Earth Pressures: 10 Groundwater Control: 10 Percolation Test Results 11 Landslide and Erosion Hazard Areas: 11 Building Setback 12 Construction Considerations 13 Earthwork: 13 Excavations: 13 Floor Slab -On- Grade: 13 Conclusion 14 Appendix I: Boring Log 14 Hand boring from perc tests 14 Boring from drill rig 15 Appendix II: Figures and Photos 16 Site Photos 16 16 17 18 19 Vicinity Map Slope Stability, Static FS = 2.01 Slope Stability, Dynamic FS = 1.33 Site Plan PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com I Page 3 of 19 • Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis a te: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Investigation Information Introduction: This report presents the results of a soils exploration and foundation analysis for the proposed new construction located at 4646 South 160th Street in Seattle WA. The subsurface exploration and analysis determines the various soil profile components, the engineering characteristics of the foundation materials and provides criteria for the design engineers and architects to prepare or verify the suitability of the foundation design This report was requested by CTS Engineers. Written authorization to perform this exploration and analysis was provided by CTS Engineers. Scope: The scope of this geotechnical report and analysis included; a review of geological maps of the area, review of geologic and related literature, a reconnaissance of the immediate site, subsurface exploration, field and laboratory testing, and an engineering analysis and evaluation of the foundation materials to provide allowable bearing capacity, estimates of settlement, subgrade modulus, lateral earth pressure design values, geotechnical recommendations for site grading induding site preparation, subgrade preparation, fill placement criteria, suitability of on -site soils as structural fill, • . ' • . - .1 • • rosion control meas ... as well as an evaluation of landslide and erosion hazards at the site per the King County Critical Areas regulations. We were not requested to provide an Environmental Site Assessm • • ... . . . Any comments concerning onsite conditions and /or observations, induding soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. General: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This investigative report has been prepared for the exdusive use of CTS Engineers and retained design consultants thereof. Findings and recommendations within this report are for specific application to the proposed project. All recommendations are in accordance with generally accepted soils and foundation engineering practices. PO Box 181 Auburn WA. 98071 Page 4 of 19 8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com ahoo.com Phone: 206-786-8645 1 p Cry Site Exploration Procedures General Notes: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test boring, and recovering bore samples. One test boring was placed on the site. The test boring was advanced to 30 feet below the existing ground surface. Boring was located near the northeast corner of the existing house on the property. The location was chosen by a field engineer as nearly as possible to critical slope features. After completion, the test bore was backfilled with excavated soils. The types of foundation materials encountered in the test boring have been visually classified and described in detail on the log provided in the Appendix. The results of the moisture content testing and other laboratory tests are presented on the log. It is recommended that the log not to be used for estimating quantities due to highly interpretive results. Drilling & Sampling Procedures: The test boring was performed with a conventional tire- mounted hollow stem auger drill rig. Representative samples were obtained from the boring at soil intervals of five feet. The samples obtained by this procedure were classified in the field by a soils technician, identified according to boring depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. Laboratory Testing Program: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structure. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Moisture Content Analysis - D4959, and Grain Size Analysis - ASTM designation C -117, C -136. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying log located in the Appendix. Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis PO Box 181 Auburn WA. 98071 ( Page 5 of 19 Phone: 206 -786- 8645 Fax: 253 - 833 -7316 Email. jecbpe@yahoo.com 1 1 10 4-18 -2.006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 Site Information Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis flit te: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Project Description The purpose of this section is to enumerate details of the proposed structure. The following information was provided by the project owner. The building will be a wood framed, single family residence structure. A daylight basement type structure is planned. Conventional spread footings and slab -on -grade floors are contemplated with foundation retaining walls on the south side. Differential settlements are limited to 3 /4 inch. The site of the proposed new construction upon which this soils exploration has been made is located at 4646 South 160th Street in Seattle, WA. The site topography consists of a two tier plat on a hill sloping generally downward to the east The total vertical relief on the site is approximately 12 feet. Access to the lot is from South 160th Street on the south side. The site drainage consists primarily of ground seepage and street side storm water catch basins. City maintained utilities including storm drainage, sanitary sewer, and potable water main are in place on S 160 ST. The site vegetation is mostly grass with some shrubs and small trees. Prior grading has not occurred. Geology of Area: (AgC), Alderwood gravelly sandy loam, 6 -15 percent slopes The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Alderwood gravelly sandy loam (AgC). This soil is rolling. Areas are irregular in shape and range from 10 to about 600 acres in size. A typical profile is a very dark brown gravelly sandy loam on the top two inches. It is weak, fine, granular structure, friable, non sticky and non plastic. Layers at 2 to 12 inches are a dark brown, dry, slightly hard, friable soil. It is non sticky, non plastic strongly acidic, with a sub angular blocky structure. From 12 to 27 inches the soil is grayish brown to light gray hard friable, non sticky, non plastic and medium acidic. Boundaries are wavy with distinct mottles of light olive. At 27 to 60 inches the soil is grayish brown to light gray weakly to strongly consolidated till. It is dry, medium acidic with distinct mottles of light olive and yellowish brown Permeability is moderately rapid in the surface layer and subsoil, however it is very slow within the cemented layer and dense glacial till. Roots penetrate easily to the consolidated substratum where they tend to mat on the surface. Alderwood soils are in a cool marine climate. The summers are cool and dry, and the winters are mild and wet. Water moves on top of the substratum in winter. A perched water table is as high as 18 to 36 inches at times from January through March. Runoff is slow to medium and erosion hazard is moderate. Climate of Area: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of mean annual precipitation ranging from 35 to 60 inches, most of which falls as rain from November through March. Mean January temperature is 38 degrees F, mean July temperature is 60 degrees F, and mean annual temperature is 50 degrees F. The frost free season (28 degrees F) is about 200 days Description of Foundation Materials: The soil profile encountered was highly uniform and consistent with the expected soil type for the location. It is to be noted that, whereas the test boring was placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the log not to be used for estimating quantities due to highly interpretive results. The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any construction due to the high compressibility of these soils. Sandy loam layers were encountered beneath the existing topsoil and extended to depths beyond the scope of this investigation. The top 5 feet was dark brown, mottled, moist sand with some small gravel. From 5 to 15 feet, soils were similar but with increasing sizes PO Box 181 Auburn WA. 98071 Page 6 of 19 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpeOyahoo.com 0 0.00 40.0 To 0.06 100.0 100 150 Ts 0.30 100.0 100 150 1 1.00 30.0 2 2.00 15.0 of both sand and gravel particles. From 15 feet to the bottom, soils were uniform sand, light brown to grey, moist, without gravel. An increase in fine grained material percentage was noticed in the final (30 foot depth) sample. Geoseismic Setting: Foundation soils on this site are designated a Site Class D, from Table 1615.1.1 per the 2003 International Building Code (I.B.C.). All building structures on this project should be designed per Code Requirements for such a seismic classification. These types of soils have a shear wave velocity in the range of 600 to 1,200 ft /sec The undrained shear strength is typically 1,000 -1000 psf with blow counts in the range of 15-50 blows per foot. The following may be used for the seismic coefficients. 8 8 1. 120.00 100.00 moo 80.00 40.00 20.00 0.00 0.00 Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis 0.20 Design Response Spectrum 0.40 as) 0.80 Period, T 1.00 1.20 1.40 Period, T • Sds and Sins values given at max acceleration • Sml = 45, Sd1= 30 I I IP 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Sa Sds Site class F Requires site- specific invcsagxtiim Site class E Sitc class D to E Site class D Site class C' to D Site class C Site class B to C Site class B Sms Liquefaction Potential Liquefaction is when saturated, cohesionless soils are temporarily turned in to a liquid state usually from a seismic event. If ground motion lasts for extended amounts of time, the grain to grain contact shifts and the grain structure can collapse. If the water within the soil cannot flow easily between the grain and out of a collapsing area, the water pressure increases. When pore pressures build up within the soil and exceed the effective contact pressure of the soil, the water can push the soil particles apart. When the particles lose contact with each other, the soil mass can behave like a liquid. If pore pressures are great enough, water may discharge out of the ground like a geyser leaving characteristic signs, such as sand boils. Liquefaction is generally related to; soil characteristics, water table depths and the degree of seismic activity. The results are lower bearing capacities, increased settlement issues, landslides, and lateral spreading to name a few things. Liquefaction potential for this site is provided within the PO Box 181 Auburn WA. 98071 Page 7 of 19 645 Fax: 253 -833 -7316 Email: jechpe@yahoo.com 206-786-8645 l p eQyahoo.com Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design • Analysis boundaries of the site. Seismic events which affect land masses on a greater scale are beyond the scope of this report. The largest earthquakes in recent history in the Puget Sound Region are the 1949 surface wave (magnitude 7.1) in Olympia, the 1965 Seattle- Tacoma earthquake (magnitude 6.5) and the 2001 (magnitude 6.8). All of the historic liquefaction sites are located in the Duwamish valley in Holocene alluvium (Category I deposits). Liquefaction during the 1949 and 1965 earthquakes were mostly in the form of sand blows and surface cracking which was substantiated with many eyewitness observers living in the Pacific/ Algona area. Broken water lines were reported in Auburn during the 1949 event suggests lateral spreading. Vertical ground water seepage around sewer manholes was also observed in Auburn, but no broken sewer lines were reported. In our review we found no evidence of liquefaction of the soils in the immediate area from the 1949,1965 and 2001 earthquakes. The Liquefaction Susceptibility Map of King County Washington provided by the Department of natural Resources classifies the area as VERY LOW. We therefore consider the site to have a LOW susceptibility to liquefaction and have used this information within our design recommendations. I I INA Phone: 206 -786- a te: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 Liquefaction susceptibility: HIGH Liquefaction susceptibility: MODERATE to HIGH Liquefaction susceptibility: MODERATE Liquefaction susceptibility: LOW to MODERATE Liquefaction susceptibility: LOW Liquefaction susceptibility: VERY LOW to LOW Liquefaction susceptibility: VERY LOW PO Box 181 Auburn WA. 98071 ( Page 8 of 19 8645 Fax 253 - 833 -7316 Email: jecbpe@yahoo.com Jason Engineering & Consulting Business, Inc. Foundation Discussion & Recommendations General Notes: Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structure be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed. Foundation Design Recommendations: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. l 18.0 inch min. required for freeze -thaw Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Ground Surface Perimeter Footing Drain Perforated, 6 inch pipe Footing Depth: 18 inches Native Bearing (Approx): 2,000 PSF Compacted to 95% of max density per ASTM D -1557 IT ate: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 A' All footings are to be excavated to native undisturbed soils. Footings are required to be a minimum of 18 inches below grade for freeze thaw purposes. After excavation, compact any loose surface soils with a jumping jack compactor. These soils shall be confirmed for bearing capacity and verified by the soils engineer after excavation. 4' After excavation, compact the surface with a jumping jack compactor. Confirm compaction of the native soils and that all soft spots have been removed and replaced with suitable fill material and compacted to at least 95% of the maximum dry density as determined by ASTM D -1557. 4' Continuous wall footings should be a minimum of 18 inches in width and any slab for the proposed building should be suitably reinforced and connected to the footings so as to limit the effects of differential settlement and to provide some degree of uniform settlement ability for the building should the site undergo liquefaction during a major seismic event PO Box 181 Auburn WA. 98071 Page 9 of 19 8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com ahoo.com Phone: 206-786-8645 1 p @y Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis The footings should be proportioned to meet the stated bearing capacity and /or the International Building Code 2003 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of 3 /4 inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over -excavation and backfilling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. Structural Fill: Structural fill should consist of a 3 inch minus select, dean, granular soil with no more than 5% fines (- #200). Suitable structural fill should consist of material that meets one of the following specifications, WSDOT Section 9- 03.10 Aggregate for Gravel Base, WSDOT Section 9-03.14(1) Gravel Borrow, WSDOT Section 9-03.14(2) Select Borrow, WSDOT Section 9-03.9(3) Crushed Surfacing (Base Course Specs), WSDOT Section 9-03.9(3) Crushed Surfacing (Top Course Specs), APWA Class A Pit Run, or APWA class B Pit Run. Material that does not meet one of the specifications should be submitted with sieve analysis results for approval prior to placement The fill should be placed in lifts not to exceed 12 inches in loose thickness. Each layer of structural fill should be compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If it is elected to utili7P a compacted backfill for the support of foundations, the subgrade preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on -site soils as structural fill is not recommended. These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control Lateral Earth Pressures: Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. Below grade retaining walls or walls designed for retaining earthen fills on this project may use the following values for design. Values were obtained based on a unit weight of 125 pcf, and a phi angle of 28 degrees. Earth Pressure Coefficients Active, K At Rest, K.: Passive, K 0.361 0.531 2.770 Earth Pressure Active: At Rest: Passive: Coefficient of Friction: ate: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 45 66 346 0.40 lbs. /ft lbs. /ft lbs. /ft Groundwater Control: Groundwater was not encountered during the field exploration. Groundwater is not expected to cause difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on -site soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed away from the property. This can be accomplished by tight - lining the PO Box 181 Auburn WA. 98071 I Page 10 of 19 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Time minutes Test #1 Distance inches Pen dation Rate min/in Time mutes Test #1b Distance 6tches Percolation Rate minPin 0 18 0.000 0 14.4 0.000 033 26.4 0.040 0.5 26.4 0.042 0.67 32.4 0.056 1 33.0 0.076 1 37.2 0.069 2 40.8 0.128 1.5 40.2 0.167 4 46.8 0333 2 43.2 0.167 5 50.4 0.278 3 46.8 0.278 6 51.0 1.667 4 49.2 0.417 7 52.8 0.556 5 51 0.556 8 53.4 1.667 6 52.8 0.556 9 54.7 0.758 7 54 0.833 10 55.0 4.167 8 55.2 0.833 12 55.7 2.778 9 55.8 1.667 14 56.4 2.778 10 56.4 1.667 16 57.1 2.778 18 58.0 2381 Average: 0.56 minim Ave: 1.46 minim 1.78 in/min 0.69 in/min drainage to the on site city maintained storm drainage system. Retaining walls should contain at least 12 inches of free draining material behind the wall as well as a 6 inch perforated drainpipe at the bottom of the wall to alleviate any pressure buildup. Connect the drainpipe to the on site storm drainage system. Percolation Test Results The tests were performed in accordance with the applicable EPA standards for a falling head percolation test The depth of the percolation test was 4 to 6 feet beneath the existing surface. Testing was performed multiple times for accuracy. The test location can be found on the site map. The soaking of the soils prior to performing the percolation tests was performed. Additionally, rain had occurred within the last couple days of the site visit The native soils were moist prior to running the tests. The percolation rates are considered accurate for the site. Landslide and Erosion Hazard Areas: An erosion hazard area is defined in the critical areas ordinance 15051 as an area underlain by soils that is subject to severe erosion when disturbed. These soils include, but are not limited to, those classified as having a severe to very severe erosion hazard according to the United States Department of Agriculture Soil Conservation Service, the 1990 Snoqualmie Pass Area Soil Survey, the 1973 King County Soils Survey or any subsequent revisions or addition by or to these sources, such as any occurrence of River Wash ( "Rh") or Coastal Beaches ("Cb") and any of the following when they occur on slopes inclined at fifteen percent or more: Alderwood gravely sandy loam ("AgD "); Alderwood and Kitsap soils ( "AkF'1); Beausite gravely sandy loam ("BeD" and "BeF"); Kitsap silt loam ("KpD "); Ovall gravely loam ("OvD" and "OvF'); Ragnar fine sandy loam ("RaD "); Ragnar - Indianola Association ( "RdE "). Ordinance 10870, Section 176, and K.C.C. 21A.06.680 defines a Landslide Hazard Area as an area subject to severe risk with the following criteria: A. An area with a combination of: 1. Slopes steeper than fifteen percent of inclination; 2. Impermeable soils, such as silt and day, frequently interbedded with granular soils, such as sand and gravel; and 3. Springs or ground water seepage; B. An area that has shown movement during the Holocene epoch, which is from ten thousand years ago to the present, or that is underlain by mass wastage debris from that epoch; Jason Geotechnical Engineering Engineering & Retaining Structures Consulting Foundation Design Business, Inc. Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com a te: 4-18-2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 Page 11 of 19 Jason Engineering & Consulting Business, Inc. Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Phone: 206 -786- 8645 Fax: 253- 833 -7316 Email: ' 1 ecb a p ft ate: ahoo.com 4-18 -2006 erect: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 C. An area potentially unstable as a result of rapid stream incision, stream bank erosion or undercutting by wave action; D. An area that shows evidence of or is at risk from snow avalanches; or E. An area located on an alluvial fan, presently or potentially subject to inundation by debris flows or deposition of stream - transported sediments. A) Portions of the site are steeper than 15%, however the average slope of the entire site is 10 %. The lower layers are mostly comprised of permeable soils such as sand or sand with graveL There are no springs or seeps noted on site during the site visit. B) No evidence of slippage or movement was noted during the site visit. Most areas in the Puget lowlands consist of Lower Tertiary sedimentary rocks which overlie the Crescent Formation. During the Quaternary, the Puget Lowland was covered a number of times by continental ice sheets. The most recent (Fraser) glaciation reached its peak about 14,000 years ago. Holocene deposits are typically younger than the end of either the Fraser or Wisconsin glaciations, depending on the location. C) There are no areas of rapid stream incision, bank erosion or wave action on site. D) There are no risks from snow avalanches on site. E) The Alderwood formation was formed under glacial deposits The site is classified by the USDA has an erosion hazard of "moderate ", for the Alderwood gravelly sandy loam (AgC). Based on our observations during the site visit and our experience with the soils in the area, it is our opinion that the slope is stable. There is no evidence of slope debris, raveling or erosion, or slippage. There were no indications of a water table. Slope stability analysis was performed using Geo-Slope's Slope /W program (version 5). The analysis process examines slope stability using the method of slices procedure for determining slope stability. We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The slope analysis above includes ground acceleration of 0.15g's in both the horizontal and vertical directions for seismic considerations. The minimum dynamic safety factor required is 1.2. The minimum static safety factor required is 1.5. Some surface slippage is shown at the lower portion of the slope under severe seismic conditions. This portion is off the limits of the property by 80 feet and will not affect the proposed location of the house. The lowest factor of safety under static conditions is 2.01. The smallest factor of safety for dynamic conditions is 1.33. There are no indications of any deep seated instability on the site. Building Setback Based on our geotechnical evaluation of the site and our experience in the area, we believe that the structure may be set into the slope as a daylight basement type structure. No setbacks are required from the top or bottom of the slope. All drainage will be collected and tightlined to the city maintained storm drainage and sewer system. No sheet flow from impervious surfaces should be directed toward the slope (north side of the property). Weathering, erosion and resulting surface sloughing and shallow land sliding are natural processes that effect slope areas. As noted no evidence of surface raveling or sloughing was observed in the sloping portions of the site. To manage and reduce the potential for these natural processes, we recommend no drainage of concentrated surface water or significant sheet flow onto or near the slope area. PO Box 181 Auburn WA. 98071 I Page 12 of 19 Jason Engineering & Consulting Business, Inc. Construction Considerations Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis Phone: 206 -786- ft : 4 -18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 Earthwork: Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6-12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement & compaction of new fill (if required) should be maintained by a representative of the soils engineer. Excavation equipment may disturb the bearing soils and loose pockets can occur at bearing levels that were not disclosed by the preliminary site investigation. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. Excavations: Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation thereby undermining the upper soils materials. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. Floor Slab -On- Grade: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be verified by the geotechnical engineer or his representative that all soft or deflecting areas have been removed. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D -1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand and gravel mixture with non - plastic fines. All PO Box 181 Auburn WA. 98071 Page 13 of 19 8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Boring ID: Test 1 Method of Sample Hand Excavated Date of Excavation 3/22/2006 Surface Elevation (ft): 380 Project Name Ben Tran Total depth (ft): 4 File #: 06001-051 Technician: JSM Depth(ft): a SPT (N) Moisture Percent passing Sample Desorption (feet) (meters) (blows /ft) % 3/4° #4 #200 Type 0.5 0.15 " grass /topsoil 1 030 SP-GP 10 N/A sand w /grave, dark brown, medium dense, moist 1.5 0.46 2 0.61 SP-GP 11 N/A sand w/ gravel, brown to light brown, medium dense to dense 2.5 0.76 moist, non cohesive 3 0.91 3.5 1.07 4 1.22 Jason Engineering & Consulting Business, Inc. Appendix I: Boring Log Hand boring from pert tests Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis material should pass a 3 /4 inch sieve and contain less than 10% passing the #200 sieve. Groundwater can be expected at shallower depths during the winter months. A moisture barrier, such as visqueen or plastic sheeting, should be placed beneath all floor slabs. Conclusion The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings with a daylight basement type structure appear to be the most suitable type of foundation for the support of the proposed structure. It is recommended that the services of our firm be engaged to test and evaluate the soil conditions during the construction phase of the project. The design values and recommendations made herein are valid only insomuch as they are followed during the construction phase. Additionally, monitoring and testing during the construction phase needs be performed to verify the subgrade conditions and that suitable materials are used and that they are properly placed and compacted. When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. While the recommendations made herein are considered sufficient in detail for the construction of the proposed project, there are many alternative methods of construction which are available. We can discuss various other options for construction at your request PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax 253 - 833 -7316 Email: jecbpe@yahoo.com IT ate: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 Page 14 of 19 Boring 1D: Bore 1 Method of Sample: Split Spoon Sampler Date of Excavation: 4/6/2006 Surface Elevation (ft): 390 Project Name: Ben Tran Total depth (ft): 30 File #: 06001-070 Technician: JSM Depth(ft): Profile SPT (N) Moisture Percent Sample Description (feet) (meters) USCS (blows /ft) % 3/4° #4 #200 Type 1 0.30 1111. b bq bi Topsoil, roots to 1 foot 2 0.61 3 0.91 4 1.22 5 1.52 SM 8 9 100 90 13 Silty Sand with Gravel.• dk brown, moist, fine to 6 1.83 coarse sand, mottled, medium dense 7 2.13 8 2.44 9 2.74 10 3.05 SP-SM 16 9 100 % 12 Silty Sand with Gravel: dk brown, moist, med to 11 3.35 coarse sand, fine to coarse gravel, 12 3.66 medium dense 13 3.96 14 4.27 15 4.57 27 9 100 % 12 silty Sand with Gravel: med to It brown, moist 16 4.88 coarse sand, gravel to 2 °, very dense 17 5.18 18 5.49 19 5.79 20 6.10 SM ' 22 8.7 96 95 13 Sand: It brown to grey, moist, med to coarse sand, 21 6.40 dense 22 6.71 23 7.01 24 7.31 25 7.62 SP -SM 35 5.8 100 99 10 Sand with silt light brown to grey, moist 26 7.92 med to coarse sand, very dense 27 8.23 28 8.53 - 29 8.84 30 9.14 SM 42 100 100 21 Silty sand: ow m brn, oist, finmed ed nd, e to m sand, End Boring very dense Jason Engineering & Consulting Business, Inc. Boring from drill rig Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpeCyahoo.com Date: 4-18 -2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 Page 15 of 19 Site Photos Vicinity Map Jason Engineering & Consulting Business, Inc. Appendix II: Figures and Photos 1: Bore hole located at top of slope near NE corner of existing house Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email- jecbpe@yahoo.com Irate: 4-18-2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 2: Sand with gravel was primary soil type encountered Page 16 of 19 U. C 0 co w • • • • a • • • • • • • • 400 • Slope Stability, Static FS = 2.01 • 3228 32228 • • 3131 • 3237 a 3138 • 3264 • 32.88 33.21 • 33.08 • • 34.34 • 35.50 36.79 • 39.06 • 43.02 • • 51.41 • 7.69 • 5.60 S. 2 9 a • 1 0 Jason Engineering & Consulting Business, Inc. 7 2 • 6.19 6.17 • 6.14 • 6.12 • 009 • 6.06 • 6.03 • 6.00 5.97 7.03 6.30 • 6.20 • 6.2 • • 6.18 6.13 • • 6.04 6.03 • 5.95 5.92 5.86 • 5.79 7_ • 5. • • • • • • • • • • • • 3.65 9.84 .1341 • . J 1041 T 1 5 115 1 1230 • Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • 8.12 8.12 • • 8 11 7 ; • 10 28 • S. S S S 5.07 • • 8.07 8 07 • • 5.07 • 8.07 • 5.09 • 8.44 48 ate: 4-18-2006 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001-070 4.56 431 4.77 • 4 -7 1 • 4.6 • 4.6 • 4.3 • 4.4 • 4. • 4 i • 4. 1 • • 4. 4 4 • 3.96 2.79 • 2.76 • •2 70 • 2.65 • 2.66 • _.67 2.09 • 2.i • 2i+ • • • 2 • •2 ▪ "S 3.32 • 3.56 • 338 • 338 • 3.40 • 3.42 • 3.45 • 3.49 • 3.50 • 3.51 • 3.52 • 3.54 • 3.57 • 3.60 • 3.60 • 3.53 • 3.15 • • 3.17 3. I 9 • 3.19 • 3.10 3.7 • 3 4 • 10 • .06 02 297 293 • • 288 • 283 • 278 275 244 • 242 • 239 • � • • 233 • 231 2 . 5 • • 225 223 • 22 • 218 • 2.15 • 212 209 • 205 • 330 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 Distance, Ft The significant soils are the Alderwood, AgC. There were no indications of a water table. The lowest factor of safety under static conditions is 2.01. It is off the property limits by 80 feet. The minimum safety factor required is 1.5. There are no indications of any deep seated instability on the site. PO Box 181 Auburn WA. 98071 Page 17 of 19 8645 Fax: 253 - 833 -7316 Email. jecbpe@yahoo.com ahoo.com Phone: 206-786-8645 l p cry • • • • • • • • • • • • • • • 400- • Jason Engineering & Consulting Business, Inc. Slope Stability, Dynamic FS = 1.33 • 3.63 • 3.63 9.63 ■ • 3.64 3.64 • 3.64 • 3.65 • 3.66 • 3.67 . 968 • 6 9.70 • 9.72 • 3.76 • 3.91 6 3.91 • 4.11 288 • S • 2 2.59 • 290 • 290 • 2.92 • 2 93 • 2 95 296 .02 08 • 316 • • 32 • 3.40 3.61 • • 251 • 2.51 • • 251 1 52 • 152 • • 1M • 2.52 253 • 238 • ^_51 41 2 36 • 153 • 261 • 2c6 • 174 • 90 • 2 • ^_.63 • 2.65 2.67 • 2.69 • 2.71 • 2.73 • 2.76 O ^ 78 • 281 • 284 • 287 • 46 2.91 2.94 • 300 .03 3. • 2.47 • 2.47 • 2.16 2 • • 2.45 2.45 • 2.44 • 2.43 • 2A3 • • .42 • 2.42 6 2.41 2.40 • ?40 • 0 2.40 2.42 O • • • • • • • • • • • • 3.24 41 3.36 41 3.52 • 3 73 • Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 9 72 • • 2.72 2.72 • ;.72 272 • 272 • 2.73 . 2 73 • • 2.73 S 273 • 2.74 2.74 • 2 75 • 2.75 • O 2 76 2 79 S 205 • 207 • 277 • 2.82 • • 2 _06 2.90 • 2.94 • 2.97 • 3.01 .06 .12 • 13 • 14 • 14 • 15 • 3 15 proposed house location 2.24 • 2.23 • 1 23 • • 2.2 • 2 22 • 21 • 2 2 .1 • ^_. • • 2. 2.1 41 2.1 • O • 2 1 • 1.63 1.62 • 1.61 • • 1.60 1.39 • 139 41 139 • 1.60 • • 1.61 • 1.63 • 1.66 • 1.6.9 • 1.67 • 1.60 1.65 • 1.61 • 60 80 100 120 140 160 180 200 220 240 260 280 Distance, Ft The slope analysis above indudes ground acceleration of 0.15g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with the smallest factor of safety being 1.33. Some surface slippage is shown at the lower portion of the slope under severe seismic conditions. This portion is off the limits of the property by 80 feet. Analysis was performed using Geo- Slope's Slope /W program (version 5). The analysis process examines slope stability using the method of slices procedure for determining slope stability. We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern -Price methods for slope stability. The minimum safety factor required is 1.2. There are no indications of any deep seated instability on the site. PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com It : 4-18 -20 6 Project: 4646 South 160th Street, Seattle, Ben Tran Res File #: 06001 -070 .83 • 1 • 1.35 • 1 .96 1.87 . 180 • 1.99 • 1.90 • 191 • 1.93 • 1.95 a 1.97 • 1.99 • 2 02 05 Oa 06 1.51 • 1.80 • 179 • 173 • 177 • L76 • 1.75 • 174 • 172 • • 1.71 L69 41 169 • £66 • • 164 • 1.63 161 • • 1.30 • 1.49 1.49 • • 1.47 • 1.46 • 1.43 1.44 • 1 .43 • 1.4.2 • 1.41 • • 1.40 6 139 • 137 • 1.30 1.34 • Page 18 of 19 0 V) CONCRETE WALK co 1 0 0 z • 5' WOOD FENCE N8 '43'17"W 1Y 111111 r111111ftc1 DI MI ASPHALT ROAD A • • CONC WALK CD or to R . � v 0 . V Date: 4/18/2006 Dwg #: 06001- 070 Designed by: JSM Drawn by: JSM Revisions: Sheet: Site Plan Scale: 1 " = 20 feet Page 19 of 19 Jason Engineering & Consulting Business, Inc. CTS Engineers 1412 112th Avenue NE, Suite 102 Bellevue, WA 98004 Re: Percolation Test Report Ben Tran Site Attn: Mr. Paul Prochaska As per your request we have performed the percolation testing for the above referenced project. The tests were performed in accordance with the applicable EPA standards for a falling head percolation test. The depth of the percolation test was 4 to 6 feet beneath the existing surface. Testing was performed multiple times for accuracy. The test location can be found on the site map as well as the results of the percolation tests later in the report The soaking of the soils prior to performing the percolation tests was performed. Additionally, rain had occurred within the last couple days of the site visit. The native soils were moist prior to running the tests. The percolation rates are considered accurate for the site. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call on us at (206) 786 -8645. Respectfully Submitted, JASON ENGINEERING AND CONSULTING BUSINESS, INC EXPIRES 09/03/2007 Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 -833 -7316 Email: jecbpe@yahoo.com Date: 3-22 -2006 Project: 4646 South 160th Street, Ben Tran File #: 06001-051 I Page 1 of 4 Boring 1D: Test 1 Method of Sample: Hand Excavated Date of Excavation: 3/22/2006 Surface Elevation (ft): 380 Project Name Ben Tran Total depth (ft): 4 File #: 06001-051 Technician: JSM Depth(ft): Profile SPT(N) Moisture Percent passing Sample Description (feet) (meters) USCS (blows /ft) % 3/4" #4 #200 Type 0.5 0.15 => grass /topsoil 1 0.30 SP-GP 10 N/A sand w /grave], dark brown, medium dense, moist 1.5 0.46 2 0.61 SP-GP 11 N/A sand w /gravel, brown to light brown, medium dense to dense 2.5 0.76 moist, non cohesive 3 0.91 3.5 1.07 4 1.22 SITE LOCATION SOIL LOG Jason Engineering & Consulting Business, Inc. Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Date: 3-22 -2006 Project: 4646 South 160th Street, Ben Tran File #: 06001-051 S SI r I • I, •S .156th-S v 1'•... -- ' S 158th p t — ) : Tukwila � � � -t ' Spiip • R: S `st� lsottr t; .. - - -. =- r i. - 1 I ' J, - `_ ; I#restvlew Park S • i1T62 St :_ :... 7 1 _ ] ' , (i./ U ) ... .. — ilJl. 1[ I I r > . • - .. . . _ - - - - -= � 11:str� Est = = -� Q b �' , 1 , U) U) � S 166tt1 -St — _ _= i M m N — to • Q o w2C[ m 2 O316:Moft GM. e:tld5)t, .. pC.n. Al r :n reserved. SeaTac • S 16,8th St • • •.9) - 1 • -152nd SF Page 2 of 4 Jason Engineering & Consulting Business, Inc. PERCOLATION TEST LOCATION SITE PLAN (NTS) -t T Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis .aw �` emtaist IIM EMEMMIIIINIM 11 .111M61=41■ 110:7 LYilZrlii[wr:F.� ta PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253 - 833 -7316 Email: jecbpe@yahoo.com Date: 3-22 -2006 Project: 4646 South 160th Street, Ben Tran File #: 06001 -051 Page 3 of 4 Time minutes Test #1 Distance hews Percolation Rate minim Time minute; Test #1b Distance hides Percolation Rate nmlh► 0 18 0.000 0 14.4 0.000 033 26A 0.040 0.5 26.4 0.042 0.67 32.4 0.056 1 33.0 0.076 1 37.2 0.069 2 40.8 0.128 1.5 40.2 0.167 4 46.8 0333 2 43.2 0.167 5 50.4 0.278 3 46.8 0.278 6 51.0 1.667 4 49.2 0.417 7 52.8 0.556 5 51 0.556 8 53.4 1.667 6 52.8 0.556 9 54.7 0358 7 54 0.833 10 55.0 4.167 8 552 0.833 12 55.7 2.778 9 55.8 1.667 14 56.4 2.778 10 56.4 1.667 16 57.1 2.778 18 58.0 2.381 Average 0.56 min/m Average: 1.46 mmlm 1.78 in/min 0.69 in/min PERCOLATION TEST RESULTS Jason Engineering Sr Consulting Business, Inc. Geotechnical Engineering Retaining Structures Foundation Design Pavement Design & Analysis PO Box 181 Auburn WA. 98071 Phone: 206 - 786 -8645 Fax: 253- 833 -7316 Email: jecbpe@yahoo.com Date: 3-22 -2006 Project: 4646 South 160th Street, Ben Tran File #: 06001-051 Page 4 of 4 May 23, 2006 Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 RE: Geo- technical Report Short Plat Application L05-47 Dear Mr. Tran: As I noted on the phone today, the "Subsurface Exploration and Geotechnical Engineering Report" is referencing King County Sensitive Area regulations. The City of Tukwila operates under its own set of land use regulations and the report should reference the City's regulations. Please provide a revised report, with stamp, that references the City of Tukwila's regulations. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincerely, Bi'afidon J. Miles Assistant Planner cc. File (L05 -047) I o 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 May 11, 2006 Mr. Brandon J. .Miles, Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: 4646 South 160 Street L05 -047 CTS Project No. WA05.058.001 • 0 ROWED CITY OF TUKWILA MAY 1 2 2006 PEIWIT TER Dear Mr. Miles: This letter is our response to City of Tukwila comments dated January 13, 2006. Planning Division of DCD: 1. The geotechnical report is enclosed with this letter. There is one exception to the geotechnical report we would like to make and that concerns page 12 of 19, under paragraph Building Setback. The sentence starting with "All drainage will be... shall be changed to read: "All drainage will be collected and tied into an on -site infiltration system." 2. The existing rockery retaining wall will remain at the same location, but will be adjusted in height to retain less than 4' -0" of soil. In that case it will not violate the setback requirement. Public Works: 1. Sheet 1 of 2 has been revised per comments. 2. Sheet 2 of 2 has been revised per comments. 3. PSE easement is now shown on Survey Site Map. 4. Geotechnical Report and Percolation Test Report are enclosed with this 1412 112th Avenue NE letter. Suite 102 Bellevue, WA 98004 P 425.455.7622 F 425.462.1374 E bellevue@ctsengineers.com www.ctsengineers.com Public Works Informational Items: 1. See Item 4 directly above. 2. Agreed. 3. Agreed. P: \W5- 58- C1\Does\Letter051106.Doc Page 1 oft sboro nR 13n1nQ; , (1R Vancouver. WA :leaevuc, W\. Coeur d'A ene. u Rockit, C'ei mom. n C TS Engineers a Paratl company Fire Department: Sincerely, 4. Agreed. 5. Agreed. 6. Agreed. 7. Rockery wall proposed for the site will be less than 4' -0" high and will not be surcharged. 1. Existing fire hydrant is shown on Sheet Cl. The proposed house is within 150 feet of vehicular travel from this hydrant. Paul Prochaska, P.E. CTS Engineers • • x+11 T TUKIAPJ.A MAY 1 2 2905 P7 CENTER 1412 112th Avenue NE Suite 102 Bellevue, WA 98004 P 425.455.7622 F 425.462.1374 E bellevue @ctsengineers.com www.ctsengineers.com - ilisboro. of '1 :I amouk, n5: Vancouver. WA Be evue, WA Coeur d'A ene. Rod( in c.a Oermo o, I I. C Engineers a Parati company March 23, 2006 Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 Dear Mr. Tran: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Short Plat Application L05-47 • Tukwila Municipal Code (TMC) 18.104.130 A allows the City to cancel a pending land use application if the applicant fails to respond to the City request for additional information. On January 13, 2006, the City mailed you a comment letter requesting that additional information be provided. As of today, the City has not received the requested information. Please be aware that the City will cancel the above short plat application if the items requested in the January 13, 2006 letter are not provided. If you have any questions, please call (206) 431 -3684 or send an email to bmiles • ci.tuk ila.wa.us. andon J. Iles Assistant Planner S' rel cc. Nora Gierloff, PI ning Supervisor File (L05 -047) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 RE: First Comment Letter 4646 S. 160 St. L05 -047 Dear Mr. Tran: The City has completed its review of the above short plat application. The application was submitted on July 25, 2005 and deemed complete on December 8, 2005 The following is the development review team that reviewed the short plat application: Brandon Miles Dave McPherson Don Tomaso Bob Benedicto Each Departments comments are listed separately below. For questions related to this letter, the short plat process, and resubmitting please address those directly to myself. For technical questions regarding a specific Departments comments, please address those directly to the appropriate individual. Planning Division of DCD 3. Building Division of DCD No comments r City of Tukwila Department of Community Development Steve Lancaster, Director Planning Division of DCD Public Works Department Fire Department Building Division of DCD 0 (206) 431 -3684 (206) 433-0179 (206) 575 -4404 (206) 431 -3670 1. The City considers any slope in excess of 15 percent to be steep slope. A Geotechnical report needs to be submitted to address slope issue with all construction activities on the property. Please follow the Public Work guidelines, which are attached with this letter. The geotechnical report needs to also address if any type of retaining walls will be needed for this project. 2. The retaining wall that is located on the property is greater than four feet in height. The retaining wall must meet setbacks. As currently proposed the wall will not meet setbacks. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Fire Department 1. A fire hydrant is required to be within 150 feet of the new home, as measured via vehicular travel. Your next step is to address these comments and submit the revisions to the City. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ci.tukw; j wa.us. Sincerely, radon J. Miles Assistant Planner cc. Nora Gierloff, Pla Dave McPhears File (L05 -04 • 0 ing Supervisor Public Works TO: PLANNING DEPT. — Brandon Miles, Assistant Planner O FROM: PUBLIC WORKS DEPT. — David McPherson, D Engineer DATE: January 11, 2006 MEMORANDUM SUBJECT: Tran — 2 Lot Short Plat 4646 South 160 Street Short Plat and Miscellaneous Comments Short Plat — L05 -047 Preliminary Short Plat is denied. Prior to Preliminary and Final Short Plat approval for Public Works, the following comments need to be addressed: 1. Provide water certificate from Highline Water District. 2. Provide sanitary sewer certificate from Val -Vue Sewer District. 3. Revise Survey Site Map sheet 1 of 2, as applicable. (1) Verify existing legal description — compare to Parcel "A" legal description as recorded under King County recording no. 9404110450 - enclosed. (2) Verify new legal descriptions. (3) Old legal description and new legal description for Lot 2 are subject to and together with an existing Sanitary Sewer Easement and a Puget Sound Energy Easement, include in legal descriptions are applicable. (4) Add L05 -047 to upper left of page. (5) Correct spelling of Account Number at top of page. 4. Revise Survey Site Map sheet 2 of 2, as applicable. (1) Verify description marked in Orange - see enclosed. (2) Add L05 -047 to upper left of page. 5. Civil plan sheet Cl is enclosed for reference only. (1) Puget Sound Energy Easement is shown on plan sheet and should be shown on the Survey Site Map. Miscellaneous Comments 1. A geotechnical report/evaluation, signed and stamped by a Washington State Licensed Geotechnical Engineer shall be provided as part of the future Building Permit. See Public Works Bulletin no. B4 — enclosed. The report shall specifically address construction within the driveway area, steep slopes, foundation recommendations, retaining wall(s) / rockeries, and storm drainage (suitability of infiltration). 2. Complete and provide results of percolation test within infiltration trench area(s) to Public Works, per KCSWM, section 5.4.1. See Public Works Bulletin no. C4 — enclosed. If infiltration is not feasible for this site, then an alternative storm drainage system shall be designed and constructed. 3. The applicant may apply for a Building Permit, after final short plat approval. 4. All utilities including power are required to be underground, per City of Tukwila ordinance. 5. Street Use as part of the Building Permit, requires a Bond and Insurance for work within City right -of -way. 6. Pavement mitigation fee may apply to this permit, if street pavement is open cut. See Pavement Mitigation Bulletin no. A3 — enclosed. 7. Transportation Impact Fee applies to the future Building Permit. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 8. A separate Building Permit is required for Rockeries, if it is greater than 4 feet high and/or is surcharged. December 8, 2005 Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 Re: Notice of complete application 4646 S. 160 St L05 -047 Dear Mr. Tran: • Ciiyof Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION The Department of Community Development received your short plat application for the above property on July 25, 2005. The application was initially deemed incomplete by City staff. Additionally information was subsequently submitted to the City on November 4, 2005. Based on a review of your application for submittal requirements for Preliminary Short Plat, your application is deemed complete as of December 8, 2005. A notice of land use application will be distributed within 14 days of this date. The application and associated materials have been routed to other City departments for review. Staff will be in contact with you soon to discuss the project. 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. If you have any questions, you can contact me at (206) 431 -3684 or by email at bmiles(ci.tukwila.wa.us. Sincere n J. Miles Assistant Planner cc. Files (L05 -047) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Dept. Of Community Development City of Tukwila AFFIDAVIT 'OF DISTRIBUTION I. i , 3 DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: Ul Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt 4 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 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 • w Was mailed to each of the addresses listed on this year 20 12', P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of j . in the Project Name: Ul -- nittlA.AQ — QtA) Project Number: Lo --011.1 \' r, Mailer's Signature: \1,{�(v1A, fr(, ,L_ 4 Person requesting m a i l i n g : (441 ,Arl1 j/) • w Was mailed to each of the addresses listed on this year 20 12', P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of j . in the ( ) 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 K () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC XKC. ASSESSORS OFFICE pC) TUKWILA SCHOOL DISTRICT () KWILA UBRARY () RENTON LIBRARY () KENT UBRARY ( ) CITY OF SEATTLE LIBRARY r OWEST ( yS EATTLE CITY LIGHT PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT () EATTLE WATER DEPARTMENT AT&T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS () FIRE () POLICE ( ) FINANCE ( ) PLANNING () BUILDING () PARKS & REC. () MAYOR ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE )(MUCKLESHOOT INDIAN TRIBE CULTURAL RESOURCES PROGRAM SHERIES PROGRAM ( WILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P: W DM IN ISTRATIV E\FORMSICHKLIST. DOC FEDERAL AGENCIES WASHINGTON STATE AGENCIES KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA 0 () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV EPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION () HEALTH DEPT ( ) PORT OF SEATTLE () KC. DEV & ENVIR SERVICES -SEPA INFO CNTR () KC. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC UBRARY ( ) 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 SEWERNVATER DISTRICT R 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. 'UWAM INDIAN TRIBE I () P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER () HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WVWV PIIILIC NOTICE MAILINGS FOR IMITS 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 ofApplicatlon 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' — 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 :IADMINISTRATIVEIFORMS \CHXLIST. DOC City of f Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED December 14, 2005 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Ben Tran AGENT: Ben Tran LOCATION: 4646 S. 160 Street, King County Parcel 2223049044 OWNER OF THE PROPERTY: Ben Tran FILE NUMBERS: L05 =047 PROPOSAL: The applicant has submitted for approval of a two lot short plat. The existing house on the property will remain. OTHER PERMITS Public Work Permits, City of Tukwila 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 Steven M. Mullet, Mayor You can submit comments on this application. You must submit your comments regarding the SEPA Application in writing to the Department of Community Development by 5:00 p.m. on December 28, 2005. If you have questions about this proposal contact Brandon J. Miles, Planner - in- charge of this project at (206) 431 -3684 or by email at bmiles(a'ci.tukwila.wa.us. Anyone who submits written comments Will become parties of record and will be notified of any decision on this project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 1 • APPEALS Appeals of SEPA Decisions must be consolidated with the underlying land use permit. Any appeal will be consolidated with the City's decisions on the pending short plat application. For more information regarding appeal rights or to request a copy of the City's decision on this matter, please call (206) 431 -3684. DATE OF APPLICATION: July 21, 2005 NOTICE OF COMPLETE APPLICATION: December 8, 2005 NOTICE OF APPLICATION POSTED: December 14, 2005 SE 1/4, SE 1/4, SEG 22, TWP. 23 N., RGE 4 E., W.M. SHORT PLAT FILE NO. THE EAST 5' OF THE SE 1/4, SW 1/4 SW 1/4. SE 1/4. SEC 22 -23-4 — t\ / SOUTH 1/4 CORNER SEC. 22 -23-04 LEGEND 0 • 993.76' 1680.74' W FOUND MONUMENT W1N PINCH H IN CASE LOCATED AT TIE INTERSECTION OF 4216D AE. SOUTH AND SOUTH 160TH STREET. GROUND COORDINATE N 171029.5504 E 1282278.8606 FOUND REBAR W /CAP; LS/ 8394 SET REBAR W/ CAP; LS/ 37564 FOUND MONUMENT IN CASE FOUND CAA4STRAL MONUMENT IN CASE MONUMENT L T =ASS I- O co N88'4317'W 83.18' 11.65' N88'4317 8318 — �_ FOUND MONUMENT IN CASE 0.30' SOUTH OF SECTION UNE 11' -. 169.79' SCALE- 1"=30' 169.76' �Ay,t \N A• BFi . unlcw o� f o� V 88.80' 10' REAR SETBACK 5' NOE SETBACK 10' WIDE SEWER EASEMENT PER SHORT PLAT AFN 9404110450 20' FRONT SETBACK I / War 131.49' SOUTH 180TH STREET BASIS OF BEARING S88'43171 2636.88' (II) 2638.78` L5' SIDE SETBACK MI R -25.00 / ,- -2& ToTn�25.72 b•9117'29' 55.13' r SOUTH LK Cr SE 1- ___-- I -- 955.94' SE CORNER SEC. 22 -23-04 FOUND MONUMENT WM PUNCH IN CASE. LOCATED AT TIE INTERSECTION OF 51ST AVE. SOUTH AND SOUTH 160TH STREET. GROUND COORDINATE N 170970.7091 E 1284914.884 NEW LOT AREAS; LOT 1 - 9,980 SQUARE FEET OR 0.2291 ACRES LOT 2 - 8.658 SQUARE FEET OR 0.1528 ACRES (DOES NOT INCLUDE INGRESS/EGRESS EASEMENT) SURVEYOR'S CERTIFICATE I, DAKIN A. BELL, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT THE MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ZTHE GROUND AS DEPICTED ON THE PLAT RCCtei 26 CTS PACIIC PAM Iq!- 112011W IL {R 102 11:1112/UL 100001911111104 SHORT PLAT BEN TRAN NOV 0 4 200. r°ATE 4646 SOUTH 160TH STRE$'y�E na WASHINGTON TUKWILA, KING COUNTY, DOB NO. WA05.058.00t20 10-21-05 SHEET NO. 3 Parcel Map and Data „ .... 1.1.1 ... .,. •_ )L '- - cf: •2LJ- - -14:: •1•1' -..:WO 22,3,Y1:-.- 1 e v.� 1 X -• . ' � •3' 1 4 F :J.)44 � — .. .... _.... - -- -' 4� ---- - - _ _ . ❑ iw. _ l. i _ •__ 1 mac__ _ _,f;,H ��'iC _ '_ti:c• •- - - `� )- 1 • _ _ ' _tit.•.: - ` - dill ' - -_ L1. ' J ; f .;1,. _ �• • > _ •_•_ _•fir'!.• ifY -i ' '_ .. J. ..�'1 _ ` { ... tGngC4unty l ;2 .5.' F,- MA, "r '.. 1:tLV t ��- EN ~— ame .-- 1 I I I 1 Parcel Number 2223049044 Address 4646 S 160TH ST Zipcode 98188 Taxpayer TRAN BEN P The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." Print Map Page J Page 1 of 1 King County HOmq 1 $e_ry 0_9 King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. tit ♦.•,• / /..,..J..,C .,',o1-1•-L...,.,.J /.,...-..01.7:0..,0, -/P144,1- 1?, Sea h 3 1 1 /1 ") /11111C November 3, 2005 Ben P. Tran 1844 140 Place SE Bellevue, Washington 98007 RE: Short Plat L05 -047 Dear Mr. Tran: CTS is etei Y rie® Engineers a Paula company N OV 0 4 2005 DE-v EMT This letter will serve as our response to comments made by Brandon J. Miles, Assistant Planner for the City of Tukwila, dated July 25, 2005: 1. Civil Plans A. Sheet C -1 is enclosed with this letter. It is stamped, signed, and dated by myself, as a civil engineer. B. Sheet C -1 is based on topographic survey made by CTS using NAVD 1988 vertical datum and NAD 83/91 horizontal datum. No conversion is required, since your parcel is not located within a flood zone. C. Existing and proposed contours are shown on C -1. D. Expected cut and fill is shown on C -1. E. Existing and proposed utilities are shown on C -1. F. Drainage assessment is included with this letter. G. The existing hydrant is shown, no new hydrants are required. H. See Item B above. I. No improvements within right of way are proposed. J. The existing curb cut will be used for access to Lot 2. k. Critical distance of the existing house on Lot 1 to the newly created property line is shown on C -1. Probable location of the new residence is also shown. 2. Lot 2 size has been adjusted to exclude Tract X. 3. The height of existing retaining walls located on Lot 1 is 4 feet or less as indicated by the topographic survey. We trust that information provided by CTS will meet with City of Tukwila approval. Sincerely, Paul Prochaska, P.E. CTS Engineers WA05.058.00I Page 1 of I 1412 112th Avenue NE Suite 102 Bellevue, WA 98004 P 425.455.7622 F 425.462.1374 E bellevue @ctsengineers.com www.ctsengineers.com Hillsboro, OR Tillamook, OR Vancouver, WA Bellevue, WA Coeur d'Alene, ID Rocklin, CA Clermont, E L LEGAL DESCRIPTIONS: OLD LEGAL DESCRIPTION, BEFORE THE SHORT SUBDIVION: PARCEL A, OF SHORT PLAT NUMBER L93 -0022, CITY OF TUKWILA, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 120.00 FEET OF THE FOLLOWING DESCRIBED PARCELS. THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON: EXCEPT THE SOUTH 30 FEET THEREOF (SHOWN AS UNPLATTED TRACT 54 ON SUNNYDALE GARDENS NO. 1), ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE EAST 5 FEET OF THE SOUTEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON EXCEPT COUNTY ROAD. SUBJECT TO AND TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH BEARS NORTH 0'49'37" EAST 30.00 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 0'49'37" EAST 255.00 FEET; THENCE NORTH 89'10'23" WEST 20.00 FEET; THENCE SOUTH 0'49'37" WEST 24.01 FEET TO A POINT OF CURVE FROM WHICH IS THE RADIAL CENTER BEARS NORTH 8910'23" WEST 40.50 FEET; THENCE SOUTHWESTERLY ALONG THE ARC THE SAID CURVE CONCAVE TO THE RIGHT 63.94 FEET THROUGH A CENTRAL ANGLE OF 90'27'42 "; THENCE NORTH 88'42'41" WEST 24.13 FEET; THENCE SOUTH 117'19" WEST 20.00 FEET; THENCE SOUTH 88'42'41" EAST 14.95 FEET TO A POINT OF CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 1'17'19" WEST 40.50 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE RIGHT 63.29 FEET THROUGH A CENTRAL ANGLE OF 89'32'18 "; THENCE SOUTH 0'49'37" WEST 104.62 FEET TO A POINT OF CURVE FROM WHICH THE RADIAL CENTER BEARS NORTH 8910'23" WEST 25.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE RIGHT 39.47 FEET TO A CUSP OF CURVE; THENCE SOUTH 88'42'41" EAST 55.20 FEET TO THE POINT OF BEGINNING. r` ' s . . . \ \ \ " \ ` v i i� \ N A. wAs :. EXPIRES 8 8/0 SHORT PLAT FILE NO. CITY OF TUKWILA, WASHINGTON NEW LEGAL DESCRIPTION, AFTER THE SHORT SUBDIVION: SEE ATTACHED, PAGE 2 R ECEIVED NOV 0 4 2005 COMMUNITY yT SHORT PLAT BEN TRAN 4646 SOUTH 160TH STREET TUKWILA, KING COUNTY, WASHINGTON JOB NO. WA05.058.00t20 DATE 10 -21-05 SHEET NO. 1 NEW LEGAL DESCRIPTION: LOT 1 THE WEST 83.16 FEET OF PARCEL A, OF CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022, RECORDED UNDER RECORDING NUMBER 9404110450, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTION: LOT 2 THE WEST 83.16 FEET OF PARCEL A, OF CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022, RECORDED UNDER RECORDING NUMBER 9404110450, RECORDS OF KING COUNTY, WASHINGTON. THAT PORTION LYING EAST OF THE WEST 83.16 FEET OF PARCEL A, OF CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022, RECORDED UNDER RECORDING NUMBER 9404110450, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH BEARS NORTH 0'49'37" EAST 30.00 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 0'49'37" EAST 255.00 FEET; THENCE NORTH 8910'23" WEST 20.00 FEET; THENCE SOUTH 0'49'37" WEST 24.01 FEET TO A POINT OF CURVE FROM WHICH IS THE RADIAL CENTER BEARS NORTH 8910'23" WEST 40.50 FEET; THENCE SOUTHWESTERLY ALONG THE ARC THE SAID CURVE CONCAVE TO THE RIGHT 63.94 FEET THROUGH A CENTRAL ANGLE OF 90'27'42 "; THENCE NORTH 88'42'41" WEST 24.13 FEET; THENCE SOUTH 117'19" WEST 20.00 FEET; THENCE SOUTH 88'42'41" EAST 14.95 FEET TO A POINT OF CURVE FROM WHICH THE RADIAL CENTER BEARS SOUTH 1'17'19" WEST 40.50 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE RIGHT 63.29 FEET THROUGH A CENTRAL ANGLE OF 89'32'18 "; THENCE SOUTH 0'49'37" WEST 104.62 FEET TO A POINT OF CURVE FROM WHICH THE RADIAL CENTER BEARS NORTH 8910'23" WEST 25.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CONCAVE TO THE RIGHT 39.47 FEET TO A CUSP OF CURVE; THENCE SOUTH 88'42'41" EAST 55.20 FEET TO THE POINT OF BEGINNING. APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS _ DAY OF CHAIRMAN, SHORT SUBDIVISION COMMITTEE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS_ DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUT NUMBER RECEIVED N OV 0 4 1005 commuNnY SHORT PLAT FILE NO. Op,� OF yygS,9 �( EXPIRES i � sTEO, AL LAW 18/ Engineers MOM POI 1412 - 112111 AMU R 11[ 102 121121124 Rtaplpl 111001 426.4121>m • • SHORT PLAT BEN TRAN 4646 SOUTH 160TH STREET TUKWILA, KING COUNTY, WASHINGTON JOB NO. WA05.058.001.20 DATE 10-21-05 SHEET NO. 2 • • 4646 South 160 Street Tukwila, Washington Short Plat L05 -047 Drainage Assessment For Ben P. Tran 1844 140 Place SE Bellevue, Washington 98007 By CTS Engineers 1412 112 Avenue NE Bellevue, Washington 98004 Tel: (425) 455 -7622 October 2005 CTS Project No. WA05.058.001 RECEIVED NOV 0 4 2005 DEVELOPMENT WA05.058.001 Drainage Assessment Client: Ben Tran Address: 4646 S 160 St Tukwila, WA 98188 -2758 Project Description: The project is located South from Seattle International Airport on 0.38 Acres lot size that is zoned RA. Existing Parcel A has total area of 16,638 Square Feet (0.38 Acres) excluding Tract X. The existing Parcel A will be divided into two Lots, Lot 1 of 9,980 Square Feet and will remain unchanged and Lot 2 of 6,658 Square Feet. Our concern is Lot 1 which will be developed with house and driveway and possible patio which will create impervious surface of 1,700 Square Feet and pervious surface 4,958 Square Feet. The lot is mostly grassy. The lot slopes down from South 160 Street to north east property corner. The slope on the south east property varies from 9 to 18%. On the northwest corner of Lot 2 is concrete walkway which will be removed. The total existing impervious surface is: Portion of A.C. Driveway Concrete walkway Total impervious The proposed driveway will be 17 feet wide and approximately 20 feet long which is 340 Square Feet, the footprint of the house can be 2,275 square feet maximum (according to Basic Development Standards — Tukwila Municipal Code — for lots of 6,500 square feet). The total proposed impervious surface is: Driveway 340 SF House footprint 1,200 SF Additional (patio, etc.) 160 SF TOTAL Impervious 1,700 SF The total proposed pervious surface is: Lot 2 6,658 SF Impervious -1 ,700 SF TOTAL Pervious 4,958 SF 43 SF 100 SF 143 SF The total existing pervious surface is: Lot 2 6,658 SF Impervious -143 SF Total pervious 6,515 SF The proposed Lot 2 size is less than 22,000 square feet; it is subject to Small Lot BMP Requirements (in Section C.1.3.1 — KCSWDM, p. C -13) and the Flow Control BMP Implementation Requirements (in Section C.1.3.3 — KCSWDM, p. C -18). Engineers a Rama company 11/3/2005 Soil Series and Map Symbol Depth to Seasonal High Water table [ft] Depth from Surface [in] Classification Available Water Capacity [in/in of soil] USDA Texture Unified AASHO Permeability [in/hr] Tukwila - TU 0 -1 60 Muck Pt A -8 0.63 -2.0 0.35 -0.40 WA05.058.001 Hydrology Design: • • CTS Engineers Parall[omyony Site is located on Gilliam Creek Basin [Development Guidelines and Design and Construction Standards, 2005, Rev. 1]. There are no available Soil Survey Maps to obtain soil information and characteristics without actual geotechnical survey, and for that reason the only available information is general soil description for City of Tukwila such as Tukwila Muck. Information was taken from Soil Survey of King County Area, WA, Issued November 1973. Tukwila Muck is classified as moderately to poorly drained soil. East lot of the property "Parcel A" is located out of limits of Infiltration Restriction Area designated by City of Tukwila [Development Guidelines and Design and Construction Standards, 2005, Rev. 1, pg.47]. Proposed project fulfills the criteria for Small Project Drainage Requirements. Very conservative values were used for the site evaluation. Proposed flow control BMP selected is infiltration structure for roof downspouts. Driveway to shed stormwater by sheet flow into adjacent landscape. Once the geotechnical survey of the site is completed the exact solution of flow control BMP needs to be refined. 11/3/2005 WA05.058.001 Design Events Used: 2 -Year 24 Hour Storm 10 -Year 24 Hour Storm SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.A 2 - YEAR 24 - HOUR ISOPLUVIALS I 1/24/2005 ti • WESTERN KING COUNTY 2 -Year 24 -Hour Precipitation in Inches 0 x • Maes Il 3-14 • CTS 2005 Surface Water Design Manual Engineers a ronn mnpony 11/3/2005 WA05.058.001 • FIGURE 3.2.1.B 10 -YEAR 24-HOUR ISOPLUVIALS 'sr • 2005 Surface Water Design Manual WESTERN KING COUNTY 10 -Year 24-Hour Precipitation in Inches Precipitation: 2 -Year 24 -Hour Precipitation 10 -Year 24 -hour Precipitation o eou�•• +Zi coui•v 4- fb• ' ti 3-15 2.0 Inches 2.9 Inches • (gS 3.2.1 RATIONAL METHOD 4.0 p 0 4. 1/242005 Engineers a aaae company 11/3/2005 WA05.058.001 Runoff Coefficient "C ": Lawns Pavement and Roofs Peak Flow QR [CFS]: 0.25 0.90 Areas: Pavement and Roofs Driveway 340 SF Roof: House footprint (assume same for roof) 1,200 SF Additions (Patio, etc. 10% house footprint) 160 SF TOTAL IMPERVIOUS for "C" 1,700 SF Lawn TOTAL PERVIOUS for "C" "C" Value Calculation: Cc = (C 1 Al + C2A2 +...) / Atotai [A in Acres] "iR »: T = travel time for each segment: Tt = 60V [ m i n ] 4,958 SF QR =CIR C = Estimated Runoff Coefficient I R = Peak Ra inf all Intensity [in / hour] A= Drainage Subba sin Area [Acres] Peak Rainfall Intensity "IR ": IR = ( PR)(iR) P =Total Precipitatim at the site for 24 —hour duration storm event for the given return frequency Total Pr ecipitaticn see Issopluvid Maps for selected events i =The unit peak rainf all int ensity factor. i — (a -4) where, T = Time of Concetration (minutes), limits: [6.3 <_ T <_ 100] a b = coefficients[2005, KC Surface Water Design Manual, Table 3.2.1.B, pg. 3 -13J. "Tc" Time of Concentration [min]: T = T1 +T2 +T3 +... +T„ where Tc = Overland Flow across separate flow path segment. T1,2,3... Travel time for consecutive flow path segments with different land cover and flow path slope. Engineers a ao as company 11/3/2005 WA05.058.001 • • CTS Where, L = distance of flow across given segment [feet] V = average velocity [fps] across land cover = kR ='1 So Where, kR = time of concentration velocity factor; [2005, KC Surface Water Design Manual, Table 3.2.1.C, pg. 3 -13] so = slope of flow path [feet /feet] Engineers a won rompap 11/3/2005 WA05.058.001 RATIONAL METHOD CALCULATIONS This method is used for lots less than 10 acres. Calculate Peak Flow Q2 and Q10 to size drywell for 0.15 Acre (6,658 SF) Lot 2 located on Tukwila Basin. Given: Areas: A = 0.03 Acres (Roof Area) Description of flow path: L1 = 25' (roof surface) L 2 = 70' (along building on ground — approximate value) Derive: C� = 0.90 Peak Rainfall Intensity I Tc: V = S, 25 T` _ _ 60(20 0.08) 0.07 min T2 = 70 = 0.32 min 60(10.1 0.123 Where, k = 20 (pavement & roofs) =10.1 (nearly bare ground) Si =0.08 ft /ft S2 =0.123 ft /ft T = 0.07 +0.32 = 0.37min iR: R = 2 (2 Year event) aR2 =1.58 bR2 = 0.58 i2 = 1.58(0.3710.58 = 2.81 R = 10 (10 Year event) aRlo =2.44 bRlo = 0.64 i = 2.44(0.37) " 064 = 4.61 IR: R = 2 12= P2 (i2) = 2.0x2.81= 5.63 (P2= 2.0 inches) R = 10 Igo = Pio (i = 2.9x4.61 =13.37 (P10 = 2.9 inches) Peak Runoff for: 2Year Event Q = CcI2Atotai = 0.90x5.63x0.03 = 0.15 CFS (Water Quality) 10 Year Event Q = CcI10Atotai = 0.90x13.37x0.03 = 0.46 CFS Engineers o Haan! ro.yipny 4//;4 7- if.. 9 r _ 77e Engineers • - _- L_ +- Tel: (425) 455 -7622 Pacific Park 2 1412 - 112th Ave. NE Suite 102 Bellevue, WA 98004 -3760 PROJECT N PROJECT NAME PAGE D B Y D L DATE __ 0/ MADE / y,5 BY AMP A CHECKED BY DATE fit Xi 4 . - ;4 Tel: (425) 455 -7622 Pacific Park 2 1412 = 112th Ave. NE Suite 102 Bellevue, WA 98004-3760 PROJECT NO. PROJECT NAME PAGE NO. - OF MADE BY PP DATE / 0S CHECKED BY DATE Tel: (425) 455 -7622 Pacific Park 2 1412 - 112th Ave. NE Suite 102 Bellevue, WA 98004 -3760 PROJECT NO. PROJECT NAME PAGE NO OF MADE BY P7' DATE 49 /3 1 /Ar CHECKED BY DATE October 20, 2005 Mr. Ben Tran 1844 140 PL SE Bellevue, WA 98007 RE: Notice of Incomplete Application 120 -day Notice 4646 S. 160 St. L05 -047 Dear Mr. Tran: On July 25, 2005, the City of Tukwila issued a Notice of Incomplete Application for the above short plat application. As was noted in the letter: "Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070) ". The City agreed to extend the deadline to the maximum permitted time period of 120 -days. As of October 20, 2005, the City has not received the requested items. Please note that the City will cancel your short plat application if the requested items are not submitted to the City by 5:00 PM on November 28, 2005. No extensions will be granted. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, ran n J. Iles Assistant Planner • City of Tukwila Department of Community Development Steve Lancaster, Director cc. Nora Gierloff, Planning Supervisor File (L05 -038) attachments Steven M. Mullet, Mayor Alnn Snnthrontor Rn,,lovaril .Cnity Iron • Tukwila Wachinatnn OR1RR • Phnno• 2n/i -4 1.3,S7n • Palo 21)A- 411 -1AAS Ben P. Tran 1844 140`" Pl. SE Bellevue, WA 98007 • • Dear Mr. Tran: Department of Community Development Steve Lancaster, Director RE: Notice of Incomplete Application Short Plat L05 -047 The City of Tukwila's Planning Department received your application for short plat approval on July 21, 2005. On July 25, 2005 it was deemed to be incomplete because certain requirements of the application were not provided. In order for the application to be complete please provide the following: 1. Civil Plans A. One set of all civil plans and analyses shall be stamped, signed, a dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size is 24" by 36 ". B. Vertical datum NAVD 1988 and horizontal datum NAD 83/90. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. C. Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 feet beyond the property lines). D. Total expected cut and fill for plat build -out. E. Existing and proposed utility easements and improvements, on site and in the street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of the public main). No capacity calculations, invert depth, valve locations or the like are needed. F. Storm drainage design at least 90 percent complete, which meet KCSWDM. Call out existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. G. Locate the nearest existing hydrant and all proposed hydrants. H. Show the 100 year flood plain boundary and elevation as shown on FEMA maps. I. Plan, profile and cross - section for any right -of -way improvements. J. Show planned access to lots, driveways, fire access lanes, and turn - arounds. Steven M. Mullet, Mayor h. ?n0 .Sn,ithrenter Rnvlevard_ .Suite #100 • Tukwila_ Washinutnn 98188 • Phone! 20h- 4.31 -.367n • Fax! 206-4.31-1665 Sincerely, L aon J. Miles Assistant Planner File (L05 -047) • 0 K. Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. L. Show the proposed lot and tract lines. 2. The lot size for lot 2 includes the easement area as part of the minimum lot size. As was noted in the pre- application conference (PRE05 -012), the easement area cannot count towards the lot area (TMC 18.06.505). Provide the total lot area for lot 2 minus the access easement. 3. Please also provide the height of the retaining walls on lot 1. Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070). Once the above - mentioned information is provided, City staff can begin to review the application. If you have any questions, please feel free to call me at (206) 431 -3684 or you can email me at bmiles@ci.tukwila.wa.us. Sale Date 1/7/2005 'Sale Price 1$250,000 Seller Name DUONG QUANG +LIEN THANH TO Taxable Improvement Value $147,000 Buyer Name TRAN BEN P Sale Date 8/6/2002 'Sale Price 1$207,000 Seller Name MOSES ROY D Buyer Name DUONG QUANG Sale Date 8/2/2002 'Sale Price 1$0 Seller Name LIEN TO THANH Buyer Name DUONG QUANG Sale Date 2/7/1997 'Sale Price 15131,500 Seller Name PARSONS LORRAIN H Buyer Name MOSES ROY D Sale Date 4/12/1994 'Sale Price 1$88,320 Seller Name PARSONS LORAIN H Appraised Land Value $65,000 Taxable Land Value $65,000 Appraised Improvement Value $147,000 Taxable Improvement Value $147,000 Appraised Land Value $58,000 Taxable Land Value $58,000 Appraised Improvement Value $141,000 Taxable Improvement Value $141,000 King County: Assessor Property Characteristics Report King County Taxpayer Tax Year Tax Status TAXABLE Taxpayer TRAN BEN P Tax Year 2005 Tax Status TAXABLE ews eiviEes By law this information may not be used for commercial purposes. Assessor Real Property Records: TRAN BEN P Parcel Number 2223049044 Account Number 222304904402 2004 Levy Code 2406 NONE OR UNKNOWN Taxable Value Reason Parcel Number Account Number Levy Code Taxable Value Reason Assessor Property Sales Records: Tip: Use the Recorders Office: Excise Tax Affidavits Report to see more sales records details • LairififirientS1 2223049044 222304904402 2406 NONE OR UNKNOWN ea rch Page 1 or S httn:// www5.metrokc.zov /reoorts /nronertv renort.asn ?PIN = 2223049044 6/29/2005 District Name TUKWILA Property Name 01 - 03 Prop RESIDENTIAL Plat Name Good Present Use Single Family (Res Use/Zone) Plat Block 1937 Water System WATER DISTRICT Plat Lot 0 Sewer System PUBLIC Lot Area 20,370 SqFt (0.47 acres) Access PUBLIC Section/Township /Range SE 22 23 4 Street Surface PAVED Account Number 222304904402 Record Number 01 - 03 Legal Description 222304 44 PARCEL A OF CITY OF TUKWILA SHORT PLAT APPLICATION NO L93 -0022 RECORDING NO 9404110450 SAID SHORT PLAT DAF - W 1/2 OF SE 1/4 OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS S 30 FT TGW E 5 FT OF SE 1/4 OF SW 1/4 OF SW 1/4 OF SE 1/4 OF SE 1/4 LESS CO ROAD Address 4646 S 160TH ST 98188 Building Grade Low Average Building number 1 Condition Good Bedrooms 4 Year Built 1937 Baths 2 Year Renovated 0 1/2 Baths 1 Total Living SqFt 1560 3/4 Baths 0 1st Floor SqFt 1250 Stories 1 Half Floor SqFt 0 Single Story Fireplace 1 2nd Floor SqFt 0 Multi Story Fireplace 0 Upper Floor SqFt 0 Free Standin Fireplace 0 Total Basement SqFt 970 Basement Garage SqFt 250 Total Finished Basement SqFt 310 Attached Garage SqFt 0 Finished Basement Grade Poor Open Porch SqFt 220 Daylight Basement Enclosed Porch SqFt 0 Heat System Forced Air Deck SqFt 130 King County: Assessor Property Characteristics Report (Buyer Name 'VANDENBERG GREGORY Assessor Parcel Records: • Assessor Legal Description Records: Assessor Residential Building Records: Page 2 of 3 httn: / /www5.metrokc.2ov /reports /pronertv renort.asp ?PIN= 2223049044 6/29/2005 King County: Assessor rropertyCharactenstics Report • IHeat Source Related on -line reports: I Oil This report was generated: 6/29/2005 10:49:37 AM Enter a 10 digit Parcel Number: or Enter an address: !Percent Brick Stone I 0 • •King County GIS: Property information FAQ King County Assessor: Submit a request to correct this information . DDES: Permit Applications Report ;King County: Districts and Development Conditions Report 'King County Assessor: eReal Property Report (PDF format requires Acrobat) King County Treasury Operations: Property Tax Information !Recorders Office: Excise Tax Affidavits Report Recorders Office: Scanned images of plats, surveys, and other map documents 1 King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. rages or s http: / /www5.metrokc.gov/ reports /property_report.asp ?PIN= 2223049044 6/29/2005 A... ,. _ hyarat'4lw q fboT "sr 0 Q4"[ 3 � 9., Yo - k V c NORTHSHORE LAND SURVEYING Russel D. Coffelt P.L.S. P.O. Box 785 Bothell, Washington 98041 (425) 483 -1020 Z-s-2o EXISITING LEGAL DESCRIPTION Parcel A of City of Tukwila Short Plat No. L93 -0022, recorded under Recording No. 9404010450, records of King County, Washington. iRAN_ yil PLAT SHORT FLAT NO. CITY OF TUKWILA KING COUNTY, WASHINGTON OWNERS' DECLARATION Know as men by thou present that we, the undersigned, owne:fa) in fee simple of the land herein desatbed do hereby make • short subdivision thereof pursuant to &CW 51.17.060 and acknowledge that said subdivision deli not be further divided in any manner within a period of five years, from date of record, without the fling of a final plat. The undersigned further declare this short plat to he the graphic representation of mid short subdivision and the same is made with the Ike consent and in accordance with the desire of the *waifs). In witness whereof we have act our bands and seals Ns= Nana Nano tuna STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that Signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the of Washington Mutual Savings Bank to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Signature of Notary Public Printed Name of Notary Residing at My Appointment expires STATE OF WASHINGTON Country of I certify that I know or have satisfactory evidence that Ben T. Tran Signed this instrument and acknowledged it to be their free and voluntary Act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Printed Name of Notary Residing at My Appointment expires RECORDER'S CERTIFICATE filed for record this day of . . o t Id In book of........at page of the request of r;wgcr, F „ I,igtap we've rt NC, TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Plat Committee and hereby certified for filing this day of 200 CHAIR, SHORT SUBDIVISION COMMITTEE registered as a land surveyor by the State of Wallington, certify that this plat is based on an actual survey of the land described basin; conducted by me or under my,sapervislu that the distances, cowries end angles are shown thereon correctly, and that monwneau other than those monuments approved for sating at a later date, have loco set and let corners staked on the ground as depicted on the plat.' DEPARTMENT OF ASSESSMENTS • AeatYOr Deputy Assessor EXISITING LEGAL DESCRIPTION Parcel A of City of Tukwila Short Plat No. L93 -0022, recorded under Recording No. 9404010450, records of King County, Washington. NEW LEGAL DESCRIPTIONS Lox 1 The West 83.50 feet of Parcel A of City of Tukwila Short Plat No. L93- 0822. recorded under Recording No. 9404010450, records of King County, Washington. Subject to and together with an easement for ingress, egress and utilities and a joint maintenance agreement, recorded under King County recording number 9404110450. Lot 2 Parcel A City of Tukwila Short Plat No. L93 -0822, recorded under Recording No. 9404010450, records of King County, Washington. EXCEPT the West 83.50 feet. Subject to and together with an easement for ingress, egress and utilities and a joint maintenance agreement, recorded under King County recording number 9404110450. County Treasurer's Certificate I..aminw and approved t is — day of 29_02 Account Number I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year. That there are no delinquent special assessments certified to this office for collection and that all special assessments on any of the property herein dedicated as streets, alleys and for other public use are paid in full This day of 200 Deputy King County Treasure King County Treasurer RECORDING NO. SCALE: ORTHSHORE LAND SURVEYING Russel D. Coffelt P.L.S. P.O. Box 785 Bothell, Washington 98041 (425) 483 -1020 t lash - It PORTION OF —___1 /4 of ____1/4, CHKO. BY V lc1Ws1Y MAP VOL. /PAGE RECEIVED JUL' 21 DEVELOPMENT MENT OWN. BY " 'PUSS SHORT PLAT FOR BEN P.TRAN DATE Js.aa- ze SCALE �r tnJC JOB N0. O5 -o4-o' SHEET CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLOUVARD TUKWILA, WASHINGTON 98188 TELEPHONE: 206431-3670 SHORT PLAT NUMBER ,S 140 7 " STT, 1 O Y1 b z WI 0 tn I 'I z 0 B, fi n, O 6 0 - rxo ts) • v ( 0 ?9" ' W a w o - r�I v \ i0 z R 4w— a n ? bJ \ N del-2'41.W 149.73 161.76 10 is LA in / EAS• IALHT — 54,23 8 0L l LOT Z AREA /0350s71 N SV 42 . 43 "W 2.16.0• LN) RECORDING NO. SCALE: PORTION OF ____.1 /4 of -5_E___1/4, S. 2z T. 21.24 R. 30' PR,JATE ROAD TNGRSLs, EGWMSS 4 str L{TY EASEN CN'Y "� - 30' WAsi1 ,NGTON NAT4t[A,L GAS COM PANT EASEMENT O W R EC. No 93040 -70305 N 1- z 8 ORTHSHORE LAND SURVEYING d D. Coffelt P.L.S. P.O. Box 785 Bothell, Washington 98041 (425) 483-1020 t san -30 a 6ASE LINO DM. BY R Dc. CHKD. BY to VOL. /PAGE IB a rS 30 NAME OF PLAT BEN P. TRAM SHORT PLAT MERIDIAN King County Aerial Survey J'rOUIPMENT Sokkia Set 500 -1 Second Electronic Total Station and 200 Foot Lufkin Steel Tape FIELD SURVEY PROCEDURE Field Survey With Physical Closure Exceeding Requirements Set Forth In WAC- 332 - 130 -090 LEGEND (P) = Plat Dimension (M) = Measured Dimension C) = Calculated Dimension = 4" x 4" Square Concrete Monument With 2" Brass Cap In Case o = Set `A" Rebar W /Cap - L.S. No. 8394 • = Existing Rebar W /Cap Monuments Visited 5 -12 -05 RECEIVED JUL 21120051 COMMUNITY DEVELOPMENT . BEN P. TRAN 606 120 AVENUE N.E. Suite D-204 BELLEVUE, WASHINGTON 98005 DATE -24 - 05 SCALE z U SHEET Lo JOB NO. 05 01 Point Data Point : Northing. 4i. r. _0 Easting :100.0000 Elev . :0. atinsamensmones Traver ?' ;1 - BR : N0.5105E.r :E:: _ 90 .2 . 002' 5D :' 120.000 HI: 0:00• KR: 0.00. = 219.9868 E = .101.7831 EL= 0. HD= . 120.000 , 0= '0.000 Any key to continue) ,',- j• :. - ER: 588.4241E 2E :..30.0000 _,: 33.500 0.00 HR: 0.00• = 2 218.10.0 : = 185. - 0.009 . '-D= 83.500 '.D= 0.000 Any key to continue> �•,er: 3 - 4 yR: 50.510514 : 90.0000 120.000 0.00 HR: 0.00 - 1222 = '83.4789 ii _ 000 20•.000 ''; n= `.:1 , 000 `,:ny key to .cant inue> 1488.424:1:::1 30.000'0 • 83.500 0.00 HR: 0.00 •9.9992 08.0080 000 -,500: rn• key to' cbrt i nue> mpmmlimmg _nv r_e ply glints - -'' 5 • point 1 rm ▪ tFi: 1. Z !710: 13.001° dist 0.000.. • a.er.: 5 - • ‘ ; 1 . 1 7 1 3 E -0. 3000 • 3.001 +.00 HR: 10.00 to r > ': • edge >Fr ',m 1 Ti Prl int • 6 H; r•. age : 0.2300 Pr 407 . 001 - ,r? ft: 10019. 142 immumminmammt- . '1 Point Data Point :Tr'.i <' Northirg: 0 .: %r 0 East ing :200.0000 Elev :0.0000 1 Wif. ISr6 Tr aver: 8 - 9 BP: 588.4241E LE: 30.0000 SD :" c ^,E.230 HI: 0. 00 HR: 0.00 N - 31 1.0476 E = 287.9913. EL= 0.000 HD= 86.230. VD 0.000 <Any key to. continue >'• - Traver: 9 - 10 ER: 50.4.337W ZE: 90.0000 5D 120.000. HI: 0.00 HR: 0.00 N = 198.0601 E = 286.2594 EL= 0.000 HD= 120.000 VD= 0.000 <Any key to continue}i:. Tra 10 - 11 BR: 33. 4r 43W ZE: 90.0000 5u: 3e.280 hi: 0.00 HR: • 0.00 '• N ='199.9995' E = 200.0012 EL= 0.000_ HD= 186.280 VD= 0.000 : Any key to continue 01143 raver: 7 - 3 Bp.: .NO. 5105E. ZE: 90.0000 SD: 120.002 HI: 0.00" HR: 0.00 N = 319.9868, E = 201.7831 EL= 0.000 HD= 120.000 - VD= 0.000 <Any key to. continue> Pt-' i: TUE.=& :i' JN!'i'I c;;!r .averse oin 's Begin point•. 11 End. point. : 7 Bearing : N 68.4219W Azimuth : 291.1.741 Horiz. dist: 0.001 Vert dist. 0.000 6Mt14:GiRav •1,1 .............1.,•,,,,,.• ,��,,,,;,,,,,,,,,, ,0111111 ,111,1 Ulll,i •,J,,01:11•,,; c Traver: 11 - ia BR: N68.42194 :E: :10.0000 5D: 0.001 HI: 0.00 HR: 0.00 N = 199.9999 E = 200.0009 EL- 0.000 HC'= 0.001 VD= 0.000 ! <Any key to.continue >'. Viol If EZIEUE,, I Hrrea :P ' ;From point: 7 } To point ' 12 Acreage : 0.2376 1 Perimeter: 412.511 Square ft: 10350.372 •Point Data' : " Paint' : Nor.. 9: % th • :I. E ' '.ing : ;30L8080�.'. E�Tev. ' :0:0000' TRamer: 13 - 14 1 0. 5105E iZEi , _, 0. 0.00 . i 1 000 HI 0.00 HR: 0.00 N = 419.9868 E.=.361:7831 EL= 0':008' .' HD= .'120.000 VD= 0:000 <Any key, t r continue >: Traver: 14 15 BR: 588. 4'241E ZE :' 90.0000 58: 169.730 HI: 0.6 , HR: 0. 00 N 416.1698 E = 4 EL= 0.000 ND= VD= :0. 5.0 <Any k Traver' ::'. 15 : 'BR:' ,50.: 4937W: . , .90.0000 50 - • :1200300'• • �i T;:..0. 00' . HR.: 0;,00• 296.1823 . E . 469.7383 : ., . EL= 00008 . :HD = , :120°:.0. : VD_. :.,,,0 to, continue? . <Rn _ k.ey.to GQnt,inue >e - Traver.: 17 •= '18 5R: M42.3224W ZE: 90.0009 SD: 0. HI:' 0.00 HR:' 0.00 N = 308.0002 E = 299.9998 EL= 0.000 HO= 0.002 VD= 0.000 <Any ..key to. continue > Tr.iave. 16 - 17 BR: F188.4243W ZE''. " " . ' 90:.0000 I: .09987 0'' HR: 0 ..00 =::29 Ei. 380.8812 EL 0.080 HD ;:169: VE174.0.098. 'CAng:keyyto.., continue' :: nverse ^• y^ oin s' in:. point: 17 17 na .point : Bear N42.32241+1�: e`. Azimut 17.2736. • Horiz i • Vert. dist : O. : :: ii • (P) SQ irrasbI b3M25,0/ oz •s$• .- • £ V sVci NC* • Rt • SVM ,9£ 03 .11'1 l ,1.V1 to saa9t•iZ r' 1 %a4 ,O£ [3: O! VSXY Z Lot 'i$SS -- f Z • _ i • i0 SL '691 m ,09 "£$ _1 7'- j 3 shq1-1 1 ., L _ d or ° z 0 -.LA t3S 070 OI V32&\, O(' 1 J o `1 S:L'69f co 0 117, Z N at O '' O 0 O z Q O m t K Point Data. Point ' Northing: n .r5_ 0 Lasting :100.0000 Elev :0..0000 COMMENIEMNIEME03 Traver: 1 - 2 8R: 140.5105E -2E . 90.0000' SD: 1:20.000 HI :` 0.00 HR: 0.00. . ^'S:p. N. = - 219.9868 E = 101.7831 EL= 0.000 `HD =.e L 0.000- VD <any key to continue > : :. ryf ®® aver: - BR: 583.4241E LE: 90.0000 83.500 0.00 HR: •0.00 • = 21 8.1090 • = 185.2620 EL= 0.000 J D =. 500 `c= d. e00 •9ny key to continue >. - aver: 3 - 4 BR :.50. 5105W - 90:0000 120.000 y.: 0.00 HR: 0.00 = 9 = 0. 0. 600 1: 9 • '1 ' :9riy key to continue >; EMEEIMINNEERSESER . . : 3ver.: 4 - 5 N88.4243'4 90..0000 8:3. 500 • 0.00 HR. 0.00 = 99.9992 . = 100.0000 0.080 .p- 6.360 Any ley to cont i nbe> WthUER nverse by Ipin s :r+ r point: 5 - 3 pent 1 NI.1718E z:: uth : 1.1718 - • - ;z di_t: 0. r dist : 0.000 • TWEIMENERVEHMEIN- "r3.: °r : 5 - 6 "1.1715E 'E: 3 0.3000 SD: 3,001 4l: 0.00 HR: 0.00 10Q.0000 %000 D= 0.001 ' '}- 0.000 ,1; key to continue > r point 1 Feint : 6 : 0.2300' Lr 1 497.001 •qu .:' - e . f t : 10019.742 ,, •111110,1111,111,1,0 Traver 11 - 12 BR: N63.4219W ZE: '30.0000. 5D: 0.001 HI: 0 00 HR: 0.00 1 N = __9.9: :9 E = 200.0%03 EL= 0.000 HD= 0.001 VD= 0.000 <Any . key . to continue >' N : : . Hcreal e. >Fr. om Point: 7 To point : 12 + Acreage : 0.,2376 Perimeter 412.51.1 Square ft : 10350.372 Point Data Point : Northing :r0 '.:%r %•0 Easti-ng_ :200. :.000 Elev :0.0000 raver: 7 3 NO ZE :" .90.0000 SD: 1.20.002 HI: 0.00 HR: 0.00 N = 319.9866 E = 201.7831 EL= 0.000_ HD= 120.000 VD= 0.000 <Any.key to.continue> Traver: 8 - 9 BR: 588.4241E ZE: 90.0000 SD: 86.230 HI: 0.00 HR: 0.00. H = 318.0476 E = "287.9913 EL= 0.000 HD= 86.230 VD= 0.000 <Any.key to.continue> 0M ;. ..:• ,.• Traver' . - 10 BR :' 50.4937W ZE: 90.0000• SD: 120.000 HI: 0.00 HR: 0.00 N = 190.0601 E = 286.2594 EL= 0..000 HD= 120.000: VD= 0.000. <Any key to..cont,inue>:: Traver: 10 •- 11 BR: Na8.4243W ZE 90.0000 SD: 86.:80: HI: 0.00' HR :. 0.00 N = 199.9995' E = 200.0012' EL= 0.000 HD='36.290 VD= 0.000 <Any key to continue >� PAC41:1 Trev nverse pin - Begin point :. 11 ' .End point : Bearing : 1468..4219W - HzImuth 1 291.1740 'Horiz. dist:.8.801• Vert dist t 0.000 RECE , 3111: 212005 Do mmtairay '_r :e. i'3 • = 14 s4;13.8 4113.5105 E 90::0000 . HI: 0::0.0 HR: 0.00 N = 419.9868 E _ .30.i42831 EL= 0: 000',: 120:1300 VD= VD 0.008` • <Rny. key;.t.o, :Cont.inue> • Traver : ..14 . 15 BR: •• 588 :42'41E: ZE: 90: 0000 - SD:' 169:730:- - H I.: 0.00 HR: 0:.00'• 'N = 416.1698 . ' • .E 471.4702' . . EL= 0.000 HD=' 469..730' VD='0.000 .. . . - any key to, conrtiue >:. • Traver' .1 . - op: :so. '4937W - ZE:,: "' :la: 0000 :120:.000 I.,: ,oe R: E' = 469.7383' EL- 0.088: 'HD= 120°:200 . . : VD= 0:009 : key ,,to continue> 4 ',.Traver: 16 17 . :'BR;,:.,' N :8.4243W . 'iso :- 169'.780 '1 = . :2 E. 300::081 , EL 0:.000 •, : 169.780 •:801:0. :000;. : • • An4Ag to: continue>• .o Begin:. point 17 End paint 1.3 442.322414! Imut /17 ' 6 . V ? dint'': Traver.: 17'-- 18 BR: N42.3224W ZE: 90. So: 0.002 HI: 0.00. NR: 0.00 .. N = 380.0802 E = 299.9998 EL= 0.080 HD= 0.002 VD= 0.009 ' <Rny.key, to.continue> : areage >From. ° point : 13 I() point 8 crg Square f t I SA2 0370. : (1L1IEPTI :TIP+NT1;;..;!: H ST W 11 0 b z K J- N 8g°4Z'41' "W )G9.73 169. 0 61 M, .eo3 R EG o V E° 01.' 2 1' 2005 as — s — 56, 23 I BS$L to-( AREA /O55Osq+PC� Jo I CO e 70.0 — /O'SEWSR EAS -a1vT 30.01 N 88° 42' 43 "w Zeta.. re (ti) 30 PR%■ Y••Rii UTtt.t 36` WAS' COtel PA REC. n P art A d b (To Be Be Complet Applicant) Y pp Purpose of Certificate: U Building Permit . ❑ Preliminary Plat or PUD ❑ Other • , Short Subdivision ❑ Rezone Proposed Use: •larResidential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 3CAr /kA n/ Phone: C 15J 8'9, Co S d, - PAet Propert or Approximate Location: Tax Lot Number: / 4� S /C Sr aaa 3 o - 90 Legal escription(Attach Map and Legal Description if necessary): ,� keel. A 0. cL+v 1 ki< u.i SP #- L.93- voaa P art B (To Be •Campleted by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ® (3) other (describe): 14 0 +4 jI4 I7 0+' 6f 4 / !7 ve 1 lv wp' s1 _/ r 2. (Must be completed if 1.b above is checked) 4 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. p a. The proposed project is within the corporate limits of the District, or has been gra iced Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: U Required ® May a Required / c. Other: j e e�� i e - /7 S�✓v�ce / Sze "I ( ✓e� v1.✓�! By 14816 Milita Road South P.O. Box 0 Tukwila, A 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECE ' JUL'2 1 1005, DOI O pNl CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. Title Yjk Date INQUIRIES SHOULD BE MADE TO: UNIT 1 (425)255 -7472 Donna Roetter Arlene Naputi Unit1.Renton@TicorTitle.com Effective Date: July 13, 2005 at 08:00 AM Commitment Schedule A • o TICOR TITLE COMPANY RECEIVED 600 SW 39th Street, Ste 100, Renton, WA 98055 'JUL 2 1' 2005' (425)255 -7575 FAX (425)255 -0285 Toll Free Number: 1- 800 -215 -8404 COMMUNITY DEVELOPMENT COMMITMENT FOR TITLE INSURANCE NO. 6354938 -1 SCHEDULE A Customer Reference: Tran 1. Policy or policies to be issued: 1992 ALTA Loan Policy Coverage: Extended Liability: $ 0.00 Premium: $ 0.00 TO FOLLOW WILL INCLUDE 5% DISCOUNT Tax: $ 0.00 Proposed Insured: TO FOLLOW 2. The estate or interest in the land described or referred to in this commitment and covered herein is a Fee Simple. 3. TICOR TITLE COMPANY agrees to issue on request and on recording of appropriate documents, its policy or policies as applied for, with coverage as indicated, based on the preliminary commitment; title to the property described herein is vested, on the date shown above, in: Ben P. Tran, as his separate estate subject only to the exceptions shown herein and to the terms, conditions, and exceptions contained in the policy form. 4. The land referred to in this Commitment is described as follows: SEE SCHEDULE A CONTINUED Commitment No. 6354938 -1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to in this Commitment is described as follows: RECEIVED fJVL' 21 2005 DE Lot(s) A, City of Tukwila Short Plat Number L93 -0022, recorded under Recording Number 8404010450, in King County, Washington. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS: SPECIAL EXCEPTIONS: Commitment No. 6354938 -1 SCHEDULE B A. Rights or claims disclosed only by possession, or claimed possession, of the premises. B. Encroachments and questions of location, boundary and area disclosed only by inspection of the premises or by survey. C. Easements, prescriptive rights, rights -of -way, streets, roads, alleys or highways not disclosed by the public records. D. Any lien, or right to a lien, for contributions to employee benefd funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, natural gas or other utilities, or garbage collection and disposal. G. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. H. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. I. Water rights, claims or title to water. J. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. "BLANKET EXCEPTION" LOAN REFINANCE POLICIES: 1. Any liability for an assessment by any homeowner's association as established by any recorded document creating an association of owners; and agreements, if any, related to future assessment obligations not yet due and payable, which appear in the public records. RECEIVED �JUL' 21 2005 COMMUNITY DEVELOPMENT 2. Agreements, covenants, conditions, restrictions and /or declarations affecting title, or violations thereof, if any, which appear in the public records or are shown on any recorded subdivision map or survey, but omitting any covenant, conditions or restriction based on race, color, religion, sex, handicap, familial status or national origin, unless and only to the extent that said covenant (a) is exempt under Chapter 42, Section 3607 of the United States Code, or (b) relates to handicap but does nto discriminate against handicapped person. 3. Easements or encroachments, if any, which appear in the public records or are shown on any recorded subdivision map or survey. 4. Any reservation or conveyance of minerals, gas, oil, sand, gravel or timber or rights related thereto, including leases of said interests, which appear in the public records. SPECIAL EXCEPTIONS: 1. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Ben P. Tran, a single person Commitment Schedule B NOTES: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: AMOUNT: DATED: RECORDED: RECORDING NO.: Total Taxes for Year 2005 Amount Billed: $2,815.24 Amount Paid: $1,407.62 Amount Due: $1,407.62 Commitment Schedule B • O Commitment No. 6354938 -1 SCHEDULE B (Continued) Ticor Title, a Washington corporation Washington Mutual Bank, a Washington corporation 1201 Third Avenue, Seattle, WA 98101 01- 0836 - 068279892 -1 $200,000.00 January 12, 2005 January 14, 2005 20050114001037 Tax Account Number: 222304 - 9044 -02 Levy Code: 2406 Current Assessed Value: Land: $65,000.00 Improvements: $147,000.00 3. QUESTION OF THE EXISTENCE OF AN "AUTOMATIC HOMESTEAD ": END OF SPECIAL EXCEPTIONS RECEIVED 1 JUL 21 2005 COMMUNiTY DEVELOPMENT 2. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1st; 2nd half delinquent on November 1st) If the subject property is, or will be, the residence of a marital community, even though the interest therein may be intended to be the separate property of either spouse, execution of the proposed encumbrance, conveyance or contract to convey must be by both husband and wife, pursuant to R.C.W. 6.13, which provides for an "automatic homestead ", and R.C.W. 26.16.030. 4. Until the amount of the policy to be issued is provided to us, and entered on the commitment as the amount of the policy to be issued, it is agreed by every person relying on this commitment that we will not be required to approve any policy amount over $100,000 and our total liability under this commitment shall not exceed that amount. A. The language contained in the printed Exceptions from coverage and Conditions and Stipulations of the Policy committed for may be examined by inquiry at the office which issued the Commitment, and a specimen copy of the insurance Policy Form(s) referred to in this Commitment will be furnished promptly upon request. B. Investigation should be made to determine if there are any service, installation, maintenance, or connection charges for sewer, water, electricity or Metro Sewer Treatment Capacity Charge. C. In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. D. Abbreviated Legal for purposes of King County Recorders Office is: Lt. A, City of Tukwila, SP# L93 -0022, Rec # 8404010450 . E. The records of King County and /or our inspection indicate that the address of the improvement located on said land is: 4646 South 160th Street Tukwila, WA 98188 A Single Family Residence Commitment No. 6354938 -1 SCHEDULE B (Continued) According to the King County Tax Rolls the dwelling was built in 1937. Commitment Schedule B END OF SCHEDULE B RECEIVED 'JUL 21 2005 COMM UM DEVELOPMENT F. All matters have been cleared for ALTA Extended Policy coverage and /or Homeowners Endorsement coverage. G. The Loan Policy to be issued will contain a Form 8.1 (Environmental Protection Lien) Endorsement. H. We find no adverse matters affecting the name(s) of Ben P. Tran, as his separate estate, in the King County records. I. There have been no conveyances of record within the last 24 months other than the deed through which title is claimed. d r/tsm/07/18/2005 • • Commitment No. 6354938 -1 RECEIVED COMMITMENT FOR TITLE INSURANCE 1 JUL 21 2005 commuNrry DEEvaomI m- TICOR TITLE COMPANY, a California corporation, by TICOR TITLE COMPANY, a Washington corporation, its authorized agent, herein called the Company, for a valuable consideration, hereby commits to issue the policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed insured and the amount of the policy or policies committed have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate one hundred eighty (180) days after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. TICOR TITLE COMPANY 107.99 qqqq�pp77 64.5 v,..; . 0 .224"Z o. 4 '41 M3q.� 9:99 R- 286.48 95832 #s 49222ts "i3t5`73T 1318.14 699 3667761 10 30 0 84400 #s 0170 ''" "Y 121.Q4 #B `+' 0035 0 2377 0 `- — t� 6 Lae LOT 2 � a tr.; 7350#e M7A 0 0 0 0 84160s This sketch is for the purpose of showing the rimoximate general location of the premises without actual survey and Ticor Title assumes no liability in connection with the same. 6 0 ° '59468 O 1i385#s n 65771Y 0420 10665 #s 11835 #s 'Jm TICOR TITLE COMPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255 -7575 FAX (425)255 -0285 Date: August 7, 2007 at 08:00 AM Prepared For: Ben Tran 4646 South '160th Street Tukwila, WA 98188 INQUIRIES SHOULD BE MADE TO: UNIT 1 (425)255 -7472 Donna.Roetter TITLE IS VESTED IN: Ben P Tran, as his separate estate LEGAL DESCRIPTION: Lot(s) A, City of Tukwila Short Plat Number L93 -0022, recorded under Recording Number 9404110450, in King County, Washington. LD5 _79 J PLAT Certificate Schedule A • Order No.: Your Reference: Charge: Tax: PLAT CERTIFICATE SCHEDULE A 6397501 -1 Tran/ $ 350.00 $ 31.15 co,4oS oSB,C ( EXCEPTIONS: 1. AN EASEMENT AFFECTING A PORTION OF SAID PREMISES FOR THE PURPOSES STATED THEREIN: IN FAVOR OF: FOR: DISCLOSED BY INSTRUMENT RECORDED: June 7, 1993 RECORDING NUMBER: 9306070305 AFFECTS: East 30 feet 2. AGREEMENT FOR CONNECTION TO SEWER DISPOSAL SYSTEM, AND THE TERMS AND CONDITIONS THEREOF: RECORDED: July 15, 1993 RECORDING NUMBER: 9307151847 3. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT: RECORDED: April 11, 1994 RECORDING NUMBER: 9404110450 4. LOT LINE CONFIRMATION AGREEMENTS, AND THE TERMS AND CONDITIONS THEREOF: RECORDED: December 5, 1994 RECORDING NUMBER: 9412050580, 9412050581, 9412050582 and 9412050583 WATER SYSTEM NO- PROTEST AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF: RECORDED: February 27, 1995 RECORDING NUMBER: 9502270132 6. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: AMOUNT: DATED: RECORDED: RECORDING NO.: Total Taxes for Year 2007 Amount Billed: $3,167.58 Amount Paid: $1,583.79 Amount Due: $1,583.79 PLAT CERTIFICATE SCHEDULE B Washington Natural Gas Company Gas pipeline or pipelines Ben P Tran, a single person Ticor Title Company Washington Mutual Bank, a Washington Corporation 1201 Third Avenue, Seattle, WA 98101 0108360682798921 $200,000.00 January 12, 2005 January 14, 2005 20050114001037 7. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1st; 2nd half delinquent on November 1st) Tax Account Number: 222304-9044-02 Levy Code: 2406 Current Assessed Value: Land: $73,000.00 Improvements: $186,000.00 l o'^ NOTES: 4646 South 160th Street Tukwila, WA 98188 A Single Family Residence smr /ga/08/14/2007 PLAT Certificate Schedule B • SCHEDULE B (Continued) A. In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. B. Abbreviated Legal for purposes of King County Recorders Office is: Lt A, SP #L93 -0022, Rec #9404110450. C. The records of King County and /or our inspection indicate that the address of the improvement located on said land is: D. There are NO Conveyances affecting said land recorded within 24 months of the date of this report. 10 1700/1 960 10 In 4 11111. 000 10 1 1 414 TO . 4j. p 4 4 68 V I. WTI No 1251/13 : 1 196.0042 _ m n pm 1 . e 052J 1111,111 011 117701. 4151 4751. 909 1 4, 171711 9019 r 1111011 170701■ 9087 9080 13 77 5.0780 4t p0801 ♦ of 111011 131 11 1443 - - 1 1 -___ 3 141 11751 11.31743 1111111 P 2 0010 ■.26161 • w: 4. 1 1131 . 33734. I01 IU B06 -019 20060 001226 4401 0053 \ \ a \ ♦ O 111011 8005 615 100 t 3 KGB 111011 005 WI 1 �a 1 11l111 tll4 153301 .33 71 11• 1 r No 1.6-0022 701711. 1 •5.111, 4`5 J 404 nn 771111 0781 31171 ♦ 116111 0030 1141. 47 13111 , 1 724 ♦ Ce� P ZI • 1111111 . 711711 e` 4 10 3 0610 113 72314. ♦♦ , ♦0842 ti 4 171004. 00'78 111 0093 III 63 41 77 gab 43 044. 9008 1110011 0100 0. 13 u[ loll 71 46 , 0380 1400 736141 1.11l 111111 47 311'31'311 0402 411111 � 1- ln31. 0420 I , 31628711 _SL 4 S 160TH ST 5147754. 9009 Set 10111 Kt 11610 10 tell 0I 111111* 130311031/ This sketch is for the purpose of showing the approximate general location of the premises without actual survey and Thor Title assumes no liability in connection with the same. t N 61 60 14 71 N Y z 74 15 UPI ♦13/11 5 ,115. 1061516 fi UI 1, 1 1111511 _ on 110 lll-1 4P i t tD F T 0111m ♦ 4 3 15/111 1,. 1111311 10 1700/1 960 10 In 4 11111. 000 10 1 1 414 TO . 4j. p 4 4 68 V I. WTI No 1251/13 : 1 196.0042 _ m n pm 1 . e 052J 1111,111 011 117701. 4151 4751. 909 1 4, 171711 9019 r 1111011 170701■ 9087 9080 13 77 5.0780 4t p0801 ♦ of 111011 131 11 1443 - - 1 1 -___ 3 141 11751 11.31743 1111111 P 2 0010 ■.26161 • w: 4. 1 1131 . 33734. I01 IU B06 -019 20060 001226 4401 0053 \ \ a \ ♦ O 111011 8005 615 100 t 3 KGB 111011 005 WI 1 �a 1 11l111 tll4 153301 .33 71 11• 1 r No 1.6-0022 701711. 1 •5.111, 4`5 J 404 nn 771111 0781 31171 ♦ 116111 0030 1141. 47 13111 , 1 724 ♦ Ce� P ZI • 1111111 . 711711 e` 4 10 3 0610 113 72314. ♦♦ , ♦0842 ti 4 171004. 00'78 111 0093 III 63 41 77 gab 43 044. 9008 1110011 0100 0. 13 u[ loll 71 46 , 0380 1400 736141 1.11l 111111 47 311'31'311 0402 411111 � 1- ln31. 0420 I , 31628711 _SL 4 S 160TH ST 5147754. 9009 Set 10111 Kt 11610 10 tell 0I 111111* 130311031/ This sketch is for the purpose of showing the approximate general location of the premises without actual survey and Thor Title assumes no liability in connection with the same. t N 61 60 14 71 N Y z 74 15 20050114001036 Branch :WAK,User :HIGG Filed for Record at Request of Escrow First Services Escrow Number: EF144675 AFTER RECORDING MAIL TO: Ben P. Tran 1844 140th Place Southeast Bellevue, WA 98007 Grantor. Quang Duong and Lien Thanh To Grantee: Ben P. Tran Abbreviated Legal: Prel A, City of Tukwila SP# L93 -0022, Ree # 9404010450. Assessor's Tax Parcel Number(s): 222304-9044.02 Subject to Easements, Restrictions, and Reservations of Record. STATE OP Washington COUNTY OF KING KING,WA r� ... •nnc nt l enntn,c Title Officer: 1 Order: 6397501 Comment: 20050114001036 T1C NAT p1 Ytl 19 .00 si/1eN3 5 12146 KING CO tW E2096228 91/14/20155 12:45 TAX 4,450.00 SALE $250,000.00 Statutory Warranty Deed THE GRANTOR Quang Duong and Lien Thant' To, husband and wife for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION In hand paid, conveys and warrants to Ben P. Tran, an unmarried individual the following described real estate, situated in the County of King, State of Washington. Lot(s) A, City of Tukwila Short Plat Number L93-0022, recorded under Recording Number 8404010450, In King County, Washington. }SS: Lien Thanh T o PACE001 OP 001 TICOR TIME I certify that I know or have satisfactory evidence that Quang Duong and Lien Thauh To l e person(s) who appeared before me, and said person(s) acknowledged that hdshe/tlo+> signed this instrument and acknowledge it to be his/her /t etrr free and voluntary act foi uses and purpos mentioned in this instrument Dated: 01 01 /Uc .,..." SS1ON .ze h h, Hieu M. I , ?t4OTA q q1°n : 1 . '1 , , Residing a Public Notary P n and for the State of Washington S 0, t p .". r4 i . My appointment expires: 7/14/07 4, ALIG r s , , s y ?: f4-0? •,:142:c04 1 �� 'nh IVASH0 20050114001036.001 Station Id :EACA Page 1 of 1 Printed on 8/10/2007 1:00:25 PM 20050114001037 Please print or type Information • Document Tit le(s) (or transactions contained therein): (5( 1. Deed of Trust Grantor/Trustor /Mortgagor(s) (Last name first, then first name and initials) 1. BEN P TRAM 2. 3. 4. 5. ❑ Additional names on page of document. Grantee /Beneficiary /Mortgagee(s) 1. Washington Mutual Bank Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) LOT(S) A, CITY OF TUKWILA SHORT PLAT NUMBER L -93 -0022, RECORDED RECORDING NUMBER ,N04010450, IN KING COUNTY, WASHINGTON. I UNDER • Additional legal is on page of document. Assessor's Property Tax Parcel /Account Number(s) 1. 222304904402 2. 3. 4. This document prepared by: ANNIE LO 3060 139TH AVE SB, STE 401 BELLEVUE, WA 98005 Branch :WAK,User :HIGG AFTER RECORDING RETURN TO: Washington Mutual Bank C/O ACS IMAGE SOLUTIONS 12691 PALA DRIVE - MS156DPCA GARDEN GROVE, CA 92841 a = I n�J51 2836 112-00) KING,WA ^)nnc nil Annl n17 • Title Officer: 1 Order: 6397501 Comment: 20050114001037.001 it SECURITY INSTRUMENT COVER SHEET 01- 0836 - 068279892 -1 Station Id :EACA Page 1 of 26 Printed on 8/10/2007 1:00:26 PM Branch :WAK,User :HIGG WASHINGTON 1529 104-011 KING,WA AFTER RECORDING RETURN TO: Washington Mutual Bank C/O ACS IMAGE SOLUTIONS 12691 PALA DRIVE - MS156DPCA GARDEN GROVE, CA 92841 [Space Above This Line For Recording Data) TICOR TITLE 6341091 -3 Borrower is the trustor under this Security Instrument. (C) "Lender" Is Washington Mutual Banlr, a Washington corporation - Lender is a Bank organized and existing under the laws of Washington Lender's address is 1201 Third Avenue Seattle, WA 98101 Lender is the beneficiary under this Security Instrument. (D) "Trustee" is 'VTCOR TITLE, a Washington corporation • (E) "Note° means the promissory note signed by Borrower and dated January 12, 2005 The Note states that Borrower owes Lender Two Hundred Thousands, 00 /100 Title Officer: 1 Order: 6397501 Comment: DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated January 12, 2005 together with all Riders to this document. (B) "Borrower" is BEN P TRAM. A SINGLE PERSON Dollars (U.S. S 200, 000.00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than rehr11Ary 1, 2035 (F) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. Page 1 of 17 DEED OF TRUST 01- 0836- 06827989 -1 Station Id :EACA 20050114001037.00 Page 2 of 26 Printed on 8/10/2007 1:00:27 PM Branch :WAK,User :HIGG (H) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower (check box as applicable): ® Adjustable Rate Rider 0 Condominium Rider ® 1 -4 Family Rider E3 Graduated Payment Rider ❑ Planned Unit Development Rider ❑ Biweekly Payment Rider 0 Balloon Rider D Rate Improvement Rider 0 Second Home Rider Other(s) (specify) (I) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non - appealable judicial opinions. (J) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (K) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term Includes, but is not limited to, point -of -sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (L) "Escrow Items" means those items that are described in Section 3. (M) "Miscellaneous Proceeds" means any compensation, settlement, award of damages; or proceeds, whether by way of judgment, settlement or otherwise, paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and /or condition of the Property. (N) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan. (0) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan° even if the Loan does not qualify as a "federally related mortgage loan" under RESPA. (a) "Successor In Interest of Borrower" means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and /or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY WASHINGTON 1529 (0401) nnnf 1111 AAn1A9•7 • Title Officer: 1 Order: 6397501 Comment: 01- 0836 - 068279892 -1 This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; (Ii) the Performance of Borrower's covenants and agreements under this Security Instrument and the Note; and (iii) the performance of all agreements of borrower to pay fees and charges arising of the Loan whether or not herein set forth. for this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power Page 2 of 17 Station Id :EACA 20050114001037.003 KING,WA Page 3 of 26 Printed on 8/10/2007 1:00:28 PM Branch :WAK,User :HIGG KING, WA WASHINGTON 1629104.011 Tlnr•.,n,nn,- ')An Al Ann (1 TUKWILA (City) • Title Officer: 1 Order: 6397501 , Washington Comment: of sale, the following described property located in King County, Washington: LOT(S) A, CITY OF TUKWILA SHORT PLAT NUMBER L -93 -0022, RECORDED UNDER RECORDING NUMBER 5404010450, IN KING COUNTY, WASHINGTON. which currently has the address of 4646 s 160TH 4'r TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to ' in this Security Instrument as the "Property." BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non - uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one of more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality,, or ; entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section'15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current, Lender may accept any payment or partial payment insufficient to bring the Loan current, 'without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender Is not obligated to apply such payments at the time such payments are accepted. If each Periodic Page 3 of 17 98188 (Z1p Code) 01 0836 - 068279892 - 1 (Street) ( "Property Address "): Station Id :EACA 20050114001037.004 Page 4 of 26 Printed on 8/10/2007 1:00:29 PM Branch :WAK,User :HIGG KING, WA • Title Officer: I Order: 6397501 Comment: WASHINGTON 1529 (04011 n......o..�. 'MAC Al 1 Ann! Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. • 3. Funds for Escrow Items. Borrower shall' pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds ") to provide for payment of amounts due for: (a), taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance of the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan,. Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section.. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in writing. In the event of such wa)Ver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase °covenant and agreement" Is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower , shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke Page 4 of 17 01- 0836- 068279892 -1 Station Id :EACA 20050114001037.005 Page 5 of 26 Printed on 8/10/2007 1:00:30 PM Branch :WAK,User :HIGG KING, WA T1nrnment 7005 01 14001017 • Title Officer: 1 Order: 6397501 Comment: 01- 0836 - 068279892 -1 the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest 'to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. if there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than twelve monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than twelve monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues,' Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3, Borrower shall promptly discharge any lien which has priority over this Security Instrument unless borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one -time charge for a real estate tax verification and /or reporting service used by Lender in connection with this Loan. WASHINGTON 1529 (04011 Page 5 of 17 Station Id :EACA 20050114001037.006 Page 6 of 26 Printed on 8/10/2007 1:00:31 PM • • Branch :WAK,User :HIGG Title Officer: 1 Order: 6397501 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage,' and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the Insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one -time charge for flood zone determination, certification and tracking services; or (b) a one -time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Lender may purchase such insurance from or through any company acceptable to Lender including, without limitation, an affiliate of Lender, and Borrower acknowledges and agrees that Lender's affiliate may receive consideration for such purchase. Therefore,.such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such polices shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and /or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and /or as an additional loss payee. Borrower hereby absolutely and irrevocably assigns to Lender all of Borrower's right, title and interest in and to all proceeds from any insurance policy (whether or not the insurance policy was required by Lender) that are due, paid or payable with respect to any damage to such property, regardless of whether the insurance policy is established before, on or after the date of this Security instrument. By absolutely and irrevocably assigning to Lender all of Borrower's rights to receive any and all proceeds from any insurance policy, Borrower hereby waives, to the full extent allowed by law, all of Borrower's rights to receive any and all of such insurance proceeds. Borrower hereby absolutely and irrevocably assigns to Lender all of Borrower's right, title and interest in and to (a) any and all claims, present and future, known or unknown, absolute or contingent, (b) any and all causes of action, (c) any and all judgments and settlements (whether through litigation, mediation, arbitration or otherwise), (d) any and all funds sought against or from any party or parties whosoever, and (e) any and all funds received or receivable in connection with any damage to such property, resulting from any cause or causes whatsoever, • WASHINGTON 1529 104011 KING, WA T..,.,...,o..r• 'inn( Al 1AAn1(11 Comment: Page 8 of 17 01- 0836 - 068279892 -1 Station Id :EACA 20050114001037.007 Page 7 of 26 Printed on 8/10/2007 1:00:32 PM Branch :WAK,User :HIGG WASHINGTON 1529 104011 • Title Officer: I Order: 6397501 Comment: 01 0836 - 068279892 - 1 including but not limited to, land subsidence, landslide, windstorm, earthquake, fire, flood or any other cause. Borrower agrees to execute, acknowledge if requested, and deliver to Lender, and /or upon notice: from Lender shall request any insurance agency or company that has issued any insurance policy to execute and deliver to Lender, any additional instruments or documents requested by Lender from time to time to evidence Borrower's absolute and irrevocable assignments set forth in this paragraph. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires Interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to.settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the. Property as Borrower's principal residence within sixty days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, or remove or demolish any building thereon, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in good condition and repair in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property in good and workmen like manner if damaged to avoid further Page 7 of 17 20050114001037.008 Station Id :EACA KING,WA Page 8 of 26 Printed on 8/10/2007 1:00:33 PM Document: 2005.0114001037 • Branch :WAK,User :HIGG Title Officer: 1 Order: 6397501 Comment: KING,WA 01- 0836 - 068279892 -1 deterioration or damage. Lender shall, unless otherwise agreed in writing between Lender and Borrower, have the right to hold insurance or condemnation proceeds. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. Lender does not make• any warranty or representation regarding, and assumes no responsibility for, the work done on the Property, and Borrower shall not have any right to rely in any way on any inspection(s) by or for Lender or its agent. Borrower shall be solely responsible for determining that the work is done in a good, thorough, efficient and workmanlike manner in accordance with all applicable laws. Borrower shall (a) appear in and defend any action or proceeding purporting to affect the security hereof, the Property or the rights or powers of Lender or Trustee; (b) at Lender's option, assign to Lender, to the extent of Lender's interest, any claims, demands, or causes of action of ' any kind, and any award, court judgement, or proceeds of settlement of any such claim, demand or cause of action of any kind which Borrower now has or may hereafter acquire arising out of or relating to any interest in the acquisition or ownership of the Property. Lender and Trustee shall not have any duty to prosecute any such claim, demand or cause of action. Without limiting the foregoing, any such claim, demand or cause of action arising out of or relating to any interest in the acquisition or ownership of the Property may include (i) any such injury or damage to the Property including without limit injury or damage to any structure or improvement situated thereon, (Ii) or any claim or cause of action in favor of Borrower which arises out of the transaction financed in whole or in part by the making of tfie loan secured hereby, (iii) any claim or cause of action in favor of Borrower (except for bodily injury) which arises as a result of any negligent or improper construction, installation or repair of the Property including without limit, any surface or subsurface thereof, or of any building or structure thereon or (iv) any proceeds of insurance, whether or not required by Lender payable as a result of any damage to or otherwise relating to the Property or any interest therein.. Lender may apply, use or release such monies so received by it in the same manner as provided in Paragraph 6 for the proceeds of insurance. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities ' acting at the direction of Borrower or with Borrower's knowledge or consent gave' materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. . If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and /or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting WASHINGTON 1629 (04 -011 . rl,,,.,..,, o.,r• 1 AA C A 1 1 A AA 1 n'2'7 Page 8 of 17 Station Id :EACA 20050114001037.009 Page 9 of 26 Printed on 8/10/2007 1:00:34 PM r anch :WAK,User :HIGG Title Officer: 1 Order: 6397501 Comment: 1629 (0 -01) Page 9 of 17 01- 0836 - 068279892 -1 and /or assessing the value of the Property, and securing and /or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and /or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage.insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage Insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non - refundable loss ..reserve in lieu of Mortgage Insurance. Such Toss reserve shall be non - refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non - refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage , Station Id :EACA 20050114001037.010 KING,WA Page 10 of 26 Printed on 8/10/2007 1:00:34 PM Document: 2005.0114001037 Pr :WAK,User :HIGG • Title Officer: 1 Order: 6397501 Comment: 01- 0836- 068279892 -1 insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance." Further: (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and /or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or. repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law . requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be ' applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, With the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss In value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security . instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the :fair market value of the Property immediately before the partial taking, destruction, or loss in value: Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or 152804-011 Page l O 0(t 7 . Station Id :EACA 20050114001037.011 KING,WA Page 11 of 26 Printed on 8/10/2007 1:00:35 PM Document: 2005.0114001037 Branch :WAK,User :HIGG WASHINGTON 1520 (0M11 KING,WA Document: 2005.0114001037 • Title Officer: 1 Order: 6397501 Station Id :EACA Comment: Page 11 of 17 01- 0836 - 068279892 -1 loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security instrument; whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgement, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's Judgement, precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. This Security Instrument cannot be changed or modified except as otherwise provided herein or by agreement in writing signed by Borrower, or any successor in interest to Borrower and Lender. Extension of the time for payment or modification of amortization of the sums secured by this Security instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. No waiver by Lender of any right under this Security Instrument shall be effective unless in writing. Waiver by Lender of any right granted to Lender under this Security Instrument or of any . provision of this Security Instrument as to any transaction or occurrence shall not be deemed a waiver as to any future transaction or occurrence. 13. Joint and Several Liability; Co- signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co -signs this Security Instrument but does not execute the Note (a "co- signer "): (a) is co- signing this Security Instrument only to mortgage, grant and convey the co- signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated t'o pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can . agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co- signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by 20050114001037.012 Page 12 of 26 Printed on 8/10/2007 1:00:36 PM Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 Comment: 01 0836 - 068279892 - 1 Lender, shell obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of _ Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. Borrower shall pay such other charges as Lender may deem reasonable for services rendered by Lender and furnished at the request of Borrower, any successor in interest to Borrower or any agent of Borrower. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. , 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering it or mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. WASHINGTON 1529 104 -011 KING,WA Document: 2005.0114001037 Page 12 of 17 Station Id :EACA 20050114001037.013 Page 13 of 26 Printed on 8/10/2007 1:00:37 PM Branch :WAK,User :HIGG As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or If Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgement enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) -pays all expenses incurred in enforcing this Security Instrument, including, but not limited to,, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to .assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under Section 18. • ' 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice .to Borrower. A sale might result in a change in the entity (known as the "Loan' Servicer ") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a KING, WA Document: 2005.0114001037 Title Officer: 1 Order: 6397501 Comment: 1629 toaoil Page 13 of 17 01- 0836 - 068279892 -1 Station Id :EACA 20050114001037.014 Page 14 of 26 Printed on 8/10/2007 1:00:38 PM Branch :WAK,User :HIGG WASHINGTON 1529 (04 -01) • KING, WA Document: 2005.0114001037 • Title Officer: 1 Order: 6397501 Station Id :EACA Comment: sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) 'Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial . action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition "• means a condition that can cause, contribute to, . or otherwise trigger an' Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substance in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or, Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by the presence, use, or release of a Hazardous Substance which adversely_ affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remedlation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. Page 14 of 17 01- 0836- 068279892 -1 20050114001037.015 Page 15 of 26 Printed on 8/10/2007 1:00:39 PM Branch :WAK,User :HIGG 01 0836 068279892 - 1 NON- UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice-to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default (c) a date, not less than 30 days from the date the notice Is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property. The notice shall further inform Borrower of the right to reinstate after acceleration and the right to bring a court action to assert the non - existence of a default or any other defense of Borrower to acceleration and sale. If the default is not cured on or before the date specified in the notice, Lender at its option may require immediate payment in full of all sums secured by this Security Instrument without further demand and may Invoke the power of sale and any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Borrower or any successor in interest to Borrower files (or has filed against Borrower or any successor in interest to Borrower) a bankruptcy petition under Title iI or any successor title of the United States Code which provides for the curing of prepetition default due on the Note, interest at a rate determined by the Court shall be paid to Lender on post - petition arrears. If Lender invokes the power of sale, Lender shall give written notice to Trustee of .the occurrence of an event of default and of Lender's election to cause the Property to be sold: Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication and posting of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's deed shall be prima facie . evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the persori'or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Lender or the Trustee (whether or not the Trustee is affiliated with Lender) may charge such person or persons a fee for reconveying the Property, but only if the fee is not prohibited by Applicable Law. WASHINGTON 1529 (04-01) K1NG, WA Document: 2005.0114001037 • Title Officer: 1 Order: 6397501 • Station Id :EACA Comment: Page 15 of 17 20050114001037.016 Page 16 of 26 Printed on 8/10/2007 1:00:40 PM Branch :WAK,User :HIGG • • Title Officer: 1 Order: 6397501 • Comment: 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by Applicable Law. Trustee may destroy the Note and the Security Instrument three (3) years after issuance of a full reconveyance or release (unless directed in such request to retain them). 25. Use of Property. The Property is not used principally for agricultural purposes. 26.Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any term of this Security Instrument. The term "attorneys' fees," whenever used in this Security Instrument, shall Include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower and recorded with it. • WASHINGTON 1529 10401) KING,WA Document: 2005.0114001037 01- 0836 - 068279892 -1 ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. Page 16 of 17 Station Id :EACA 20050114001037.017 Page 17 of 26 Printed on 8/10/2007 1:00:41 PM Branch :WAK,User :HIGG Title Officer: 1 Order: 6397501 Comment: STATE OF WASHINGTON County ss: On this I } Itt day of Ja tuQ1't n pcoc , before me the undersigned, a Notary Public in and for the State of Washinn, duly commissioned and sworn, personally appeared WASHNGTON 1529 (oaou KING, WA Document: 2005.0114001037 to me known to be the individual(s) described in and who executed the foregoing instrument, and acknowledged to me thatshe /then signed and sealed t e said instrument as 0 /her /their free and voluntary act and ed, for the uses and purposes the ej mentioned. WITNESS my hand and ffiglel seal affixed the day and r in tl ertificgte above written. My Commission expires: (Space Below This Line For Acknowledgment) 1 _ N kU M. • 4 , t , r : S '�. • •# , OT F.* ', r • �� m ' 0,, • % : P t/BUG 4 w 14- O1. I• . & ASH Page 17 of 17 c • 01- 0836- 068279892 -1 Notary Public in and for the State of6Vashir residing at: Wed Station Id :EACA 20050114001037.018 Page 18 of 26 Printed on 8/10/2007 1:00:42 PM Branch :WAK,User :HIGG Title Officer: 1 Order: 6397501 Comment: KING, WA Document: 2005.0114001037 ADJUSTABLE RATE RIDER (12 -MTA Index - Payment and Rate Caps) 01- 0836- 068279892 -1 THIS ADJUSTABLE RATE RIDER is made this 12th day of January, 200,5 and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument ") of the same date given by the undersigned (the "Borrower ") to secure Borrower's Adjustable Rate Note (the "Note ") to Washington Mutual Bank (the "Lender ") of the same date and covering the property described in the Security Instrument and located at: 4646 A 160TH ST. TUKWILA, WA 9A1AA (Property Address) THIS RIDER CONTAINS PROVISIONS ALLOWING FOR CHANGES IN MY INTEREST RATE AND MY MONTHLY PAYMENT. MY MONTHLY PAYMENT INCREASES WILL HAVE LIMITS WHICH COULD RESULT IN THE PRINCIPAL AMOUNT 1 MUST REPAY BEING LARGER THAN THE AMOUNT I ORIGINALLY BORROWED, BUT NOT MORE THAN 125% OF THE ORIGINAL AMOUNT (OR $ 250, 000.00 ). MY INTEREST RATE CAN NEVER EXCEED THE LIMIT STATED IN THE NOTE AND RIDER. A BALLOON PAYMENT MAY BE DUE AT MATURITY. ADDITIONAL COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: A. INTEREST RATE AND MONTHLY PAYMENT CHANGES Interest will be charged on unpaid Principal until the full amount of Principal has been paid. Up until the first day of the calendar month that immediately precedes the first payment due date set forth in Section 3 of the Note, I will pay interest at a yearly rate of 4.783 %. Thereafter until the first Change Date (as defined in Section 4 of the Note) I will pay interest at a yearly rate of 1.650 %. The interest rate I will pay will thereafter change In accordance with Section 4 of the Note. Section 4 of the Note provides for changes in the interest rate and monthly payment as follows: 32843 (11 -011 Page 1 of 5 • Station Id :EACA 20050114001037.019 Page 19 of 26 Printed on 8/10/2007 1:00:42 PM Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 • Station Id :EACA Comment: 4. INTEREST RATE AND MONTHLY PAYMENT CHANGES (A) Change Dates The interest rate I will pay may change on the let day of March. 2005 , and on that day every month thereafter. Each such day is called a "Change Date ". (B) The Index On each Change Date, my interest rate will be based on an Index. The "Index" is the Twelve -Month Average, determined as set forth below, of the annual yields on actively traded United States Treasury Securities adjusted to a constant maturity of one year as published by the Federal Reserve Board In the Federal Reserve Statistical Release entitled "Selected Interest Rates (H.15)" (the "Monthly Yields "). The Twelve -Month Average is determined by adding together the Monthly Yields for the most recently available twelve months and dividing by 12. The most recent Index figure available as of the date 15 days before each Change Date is called the "Current Index ". If the Index is no longer available, the Note Holder will choose a new Index which is based upon comparable information. The Note Holder will give me notice of this choice. (C) Interest Rate Change Before each Change Date, the Note Holder will calculate my new interest rate by adding Three & one • dredth percentage points 3.010 % ( "Margin ") to Current Index. The Note Holder will then round the result of this addition to the nearest one thousandth of one percentage point (0.001 %). Subject to the limits stated in Section 4(D) below, this rounded amount will be my new interest rate until the next Change Date. In the event a new Index is.selected, pursuant to paragraph 4(B), a new Margin will be determined. The new Margin will be the difference between the average of the old Index for the most recent three year period which ends on the last date the Index was available plus the Margin on the last date the old Index was available and the average of the new Index for the most recent three year period which ends on that date (or if not available fol such three year period, for such time as it is available). The difference will be rounded to the next higher 1/8 of 1%. (D) Interest Rate Limit My interest rate will never be greater than 10.560 % ( "Cap "), except that following any sale or transfer of the property which secures repayment of this Note after the first interest rate Change Date, the maximum interest rate will be the higher of the Cap or 5 percentage points greater than the interest rate in effect at the time of such sale or transfer. (E) Payment Change Dates Effective every year commencing March 1. 2006 , and on the same date each twelfth month thereafter ( "Payment Change Date "), the Note Holder will determine the 32843 (11 -01) Page 2 of 6 01- 0836- 068279892 -1 20050114001037.020 KING,WA Page 20 of 26 Printed on 8/10/2007 1:00:43 PM Document: 2005.0114001037 Branch :WAK,User :HIGG • Title Officer: I Order: 6397501 • Station Id :EACA 32843 111 -011 Page 3 of 5 KING, WA Document: 2005.0114001037 Comment: 01- 0836 - 068279892 -1 amount of the monthly payment that would be sufficient to repay the projected Principal balance 1 am expected to owe as of the Payment Change Date in full on the maturity date at the interest rate in effect 45 days prior to the Payment Change Date in substantially equal payments. The result of this calculation is the new amount of my monthly payment, subject to Section 4(F) below, and I will make payments in the new amount until the next Payment Change Date unless my payments are changed earlier under Section 4(H) of the Note. (F) Monthly Payment Limitations Unless Section 4(H) and 4(1) below apply, the amount of my new monthly payment, beginning with a Payment Change Date, will be limited to 7 1/2% more or less than the amount I have been paying. This payment cap applies only to the Principal Payment, and does not apply to any escrow payments Lender may require under the Security Instrument. (G) Changes in My Unpaid Principal Due to Negative Amortization or Accelerated Amortization Since my payment amount changes less frequently than the interest rate and since the monthly payment is subject to the payment limitations described in Section 4(F), my monthly payment could be less or greater than the amount of the interest portion of the monthly payment that would be sufficient to repay the unpaid Principal I owe at the monthly payment date in full on the maturity date in substantially equal payments. For each month that the monthly payment Is less than the interest portion, the Note Holder will subtract the monthly payment from the amount of the interest portion and will add the difference to my unpaid Principal, and interest will accrue on the amount of this difference at the current interest rate. For each month that the monthly payment is greater than the interest portion, the Note Holder will apply the excess towards a Principal reduction of the Note. (H) Limit on My Unpaid Principal; Increased Monthly Payment My unpaid Principal can never exceed a maximum amount equal to 125% of the principal amount original borrowed. In the event my unpaid Principal would otherwise exceed that 1251 limitation, I will begin paying a new monthly payment until the next Payment Change . Date notwithstanding the '7 1/2% annual payment increase limitation. The new monthly payment will be an amount which would be sufficient to repay my then unpaid principal in full on the maturity date at my interest rate in effect the month prior to the payment due date in substantially equal payments. (1) Required Full Monthly Payment On the FIFTH anniversary of the due date of the first monthly payment, and on that same day every pipet year thereafter, the monthly payment will be adjusted without regard to the payment cap limitation in Section 4(9. (J) Notice of Changes The Note Holder will deliver or mall to frle'il notice of any changes in the amount of my 20050114001037.021 Page 21 of 26 Printed on 8/10/2007 1:00:44 PM Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 Comment: KING, WA Document: 2005.0114001037 3284311.O1 1 Page 4 of 6 01- 0836 - 068279892 -1 monthly payment before the effective date of any change. The notice will include information required by law to be given me and also the title and telephone number of a person who will answer any questions 1 may have regarding the notice. (K) Failure to Make Adjustments If for any reason Note Holder fails to make an adjustment to the interest rate or payment amount as described in this Note, regardless of any notice requirement, I agree that Note Holder may, upon discovery of such failure, then make the adjustment as if they had been made on time. I also agree not to hold Note Holder responsible for any damages to me which may result from Note Holder's failure to make the adjustment and to let the Note Holder, at its option, apply any excess monies which I may have paid to partial prepayment of unpaid "Principal." B. TRANSFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER Section 18 of the Security Instrument is amended to read as follows: Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement , the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any interest in the Property is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender If exercise Is prohibited by Applicable Law. Lender also shall not exercise this option if: (a) Borrower causes to be submitted to Lender information required by Lender to evaluate the intended transferee as if a new loan were being made to the transferee; (b) Lender reasonably determines that Lender's security will not be impaired by the loan assumption and that the risk of a breach of any covenant or agreement in this Security Agreement or other obligations related to the Note or other loan document is acceptable to Lender, (d) . Assuming party executes Assumption Agreement acceptable to Lender at its sole choice and discretion, which Agreement may include an increase to Cap as set forth below and (d) payment of Assumption Fee if requested by Lender. To the extent permitted by Applicable Law, Lender may charge a reasonable fee as a condition to Lender's consent to the loan assumption, and Lender may increase the . maximum interest rate limit to the higher of the Cap or 5 percentage points greater than the interest rate in effect at the time of the transfer. Lender may also require the transferee to sign an assumption agreement that is acceptable to Lender and that obligates the Station Id :EACA 20050114001037.022 Page 22 of 26 Printed on 8/10/2007 1:00:45 PM Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 • Comment: transferee to keep all the promises and agreements made in the Note and . in this Security Instrument. Borrower will continue to be obligated under the Note and this Security Instrument unless Lender has entered into a written assumption agreement with transferee and formally releases Borrower. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without ,further notice or demand on Borrower. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Adjustable Rate Rider. Borrower agrees to execute any document necessary to reform this Agreement to accurately reflect the terms of the Agreement between Borrower and Beneficiary or if the original Note, Trust Deed or other document is lost, mutilated or destroyed. X irZl,(R BEN BEN P TRAM 32843 111-01) Page 5 of 5 KING, WA Document: 2005.0114001037 • 01- 0836- 068279892 -1 Station Id :EACA 20050114001037.023 Page 23 of 26 Printed on 8/10/2007 1:00:46 PM Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 986 102 -01) KING, WA Document: 2005.0114001037 Comment: THIS 1-4 FAMILY RIDER is made this 12th day of January. 2005 , and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust, or Security Deed (the "Security Instrument ") of the same date given by the undersigned (the "Borrower ") to secure Borrower's Note to Washington Mutual Bank (the "Lender ") of the same date and covering the Property described in the Security Instrument and located at: 4646 S 160TH ST, TUKWILA, WA 98188 [Property Address) 1 -4 FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows:. A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument, the following items now and hereafter attached to the Property to the •extent they are fixtures added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located in, on, or used, or intended to be used in connection with the Property, including, but not limited to, those for the purposes of supplying or distributing heating, cooling, electricity, gas, water, air and Tight, fire prevention and extinguishing apparatus, security and access control apparatus, plumbing, bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, panelling and attached floor coverings, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument. All of the foregoing together with the Property described in the Security Instrument (or the leasehold estate if the Security Instrument is on a leasehold) are referred to in this 1- 4 Rider and the Security Instrument as the "Property." B. USE OF PROPERTY; COMPUANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classifications, unless Lender has agreed in writing to the change. Borrower shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property. C. SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. Page 1 of 3 1-4 FAMILY RIDER Assignment of Rents 01- 0836 - 068279892 -1 Station Id :EAC/ 20050114001037.024 Page 24 of 26 Printed on 8/10/2007 1:00:47 PM 'Branch :WAK,User :HIGG • Title Officer: 1 Order: 6397501 Comment: KING, WA Document: 2005.0114001037 01 0836- 068279892 -1 D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent Toss in addition to the other hazards for which insurance is required by Section 5. E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Section 19 is deleted. F. BORROWER'S OCCUPANCY. Unless Lender and Borrower otherwise agree In writing, the Section B concerning Borrower's occupancy of the Property is deleted. G. ASSIGNMENT OF LEASES. Upon Lender's request after default, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property. Upon the assignment, Lender shall have the right to modify, extend or terminate the existing leases and to execute new leases, in Lender's sole discretion. As used in this Paragraph G, the word "lease" shall mean "sublease" if the Security Instrument is on a leasehold. H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION. Borrowers absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ( "Rents ") of' the Property, regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall pay the Rents to Lender or Lender's agents. However, Borrower shall receive the Rents until (1) Lender has given Borrower notice of default pursuant tb Section 22 of the Security Instrument and (ii) Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agent. This assignment of Rents consitutes an absolute assignment and not an assignment for additional security only. If Lender gives notice of default to Borrower: (I) all Rents received by Borrower shall be held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the . Security Instrument; (ii) Lender shall be entitled to collect and receive all of the Rents of the Property, (iii)Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant; (1v)unless applicable law provides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the costs of taking control of and managing the Property and collecting the Rents, including, but not limited to, attorney's fees, receiver's fees, premiums on receiver's bonds, repair and maintenance costs, insurance premiums, taxes, assessments and other charges on the Property, and then to the sums secured by the Security Instrument; (v)Lender, Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be entitled to have a receiver appointed to take possession of and manage the Property and collect the Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. If the Rents of the Property are not sufficient to cover the costs of taking control of and managing the Property and of collecting the Rents any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by the Security Instrument pursuant to Section 9. gas (02.01) Page 2 of 3 Station Id :EACA 20050114001037.025 Page 25 of 26 Printed on 8/10/2007 1:00:47 PM Branch :WAK,User :HIGG KING,WA Document: 2005.0114001037 • Title Officer: 1 Order: 6397501 Station Id :EACA Comment: 01 -0836- 068279892 -1 Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has not performed, and will not perform, any act that would prevent Lender from exercising its rights under this paragraph. Lender, or Lender's agents or a judicially appointed receiver, shall not be required to enter upon, take control of or maintain the Property before or after giving notice of default to Borrower. However, Lender, or Lender's agents or a judicially appointed receiver, may do so at any time when a default occurs. Any application of Rents shall not cure or waive any default or invalidate any other right or remedy of Lender. This assignment of Rents of the Property shall terminate when all the sums secured by the Security Instrument are paid in full. 1. CROSS - DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument. BY SIGNING BELOW, Borrower accepts and agrees to the terms and provisions contained in this 1 -4 Family Rider. • 980 0241) Page 3 of 3 20050114001037.026 Page 26 of 26 Printed on 8/10/2007 1:00:48 PM 9306070305 Washington Natural Gas wv�erpt„ PLEASE RETURN TOc saASHINGTON NATURAL 4 AS CO. A TTENTION: LE4ALOWL 1 O. BOX 1069 SEATTLE WA 9011a EASEMENT Easement location: The East 30 fat of the South ISO feet of said premises. WN43 310.1 uo /m „AO, ,e 208.74 OP. MAPCO. 9315289 .108 %O. SE 22 -23-4 LOCATION COMPANY CO. The Grantor LORAIN H. PARSONS, as her separate estate, in consideration of ONE DOLLAR (S I.0O), in hand paid, and othcrgood and valuable consideration, receipt whereof is hereby acknowledged, does hereby convey and warrant to WASHINGTON NATURAL GAS COMPANY, a Washington Corporation. its successors and assigns, herein referred to as "Grantee ", a non-exclusive easement for a gas pipeline or pipelines under. over through and across the following described property of the Grantor located in the County of Kin State of Washington: The West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter AND the East 5 fat of the Southeast quarter of the Southwest quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter, all In Section 22, Township 23 North, Range 4 East, W.M., In King County, Washington; EXCEPT the South 30 feet thereof for road. EXCISE TAX/107 REQUIRED giving and granting to Grantee the right to construct, install. operate, maintain, protect, improve, repair, replace and abandon in place said gas pipeline or pipelines, together with the non-exclusive right of access to and from said properly. As used herein, the term "pipeline include gas lines and services together with such surface or sub - surface pipeline appurtenances and facilities as are necessary, in the judgement of Grantee, for the operation and maintenance of said pipeline or pipelines. By the aeoeptance of this easement Grantee agrees to hold the Grantor harmless from any loss, cost or damage resulting from the operation or maintenance of such pipeline or pipelines except as may be attributable to the sole negligence of Grantor. Grantor agrees not to erect any structures on said casement. DATED this day of 12A I9a STATE OF WASHINGTON ) COUNTY OF Kt n `] ) SS. On this aC�,Ytt day of of ' 1913 before me, the undersigned. a!tary Public, duly commissioned and sworn. personally appeared before me L .D a ScnS to me known to be the individual_ described in and who executed the within and foregoing instrument, and acknowledges said instrument to be he-r" free and voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my notarial seal the day and year in this certificate first above written. Notary Public in and for the Sta f Washington, residing at 7 ' t . ' / ' td 9307151847 AGREEMENT FOR CONNECTION TO SEWER DISPOSAL SYSTEM OF VAL VUE SEWER DISTRICT THIS AGREEMENT is entered into effective on the 25th day of June , 19 93 , by and between Val Vue Sewer District, a municipal corporatjo , ►ereinafte referred to as.the "District" and Lorrain H. Parsons 4646 S. 160th St. hereinafter referred to as the "Owner ", on the following terms and conditions: WHEREAS, the District and existing pursuant to acquisition, construction, reorganization, and regulat WHEREAS, Owner holds described in Attachment "A" is a municipal corporation organized Title 56 RCW, for the purpose of maintenance, operation, development, ion of a system of sewers; and record title to the real property to this Agreement; and WHEREAS, the said real property is outside the established geographic boundaries of the District or has otherwise not been assessed or subjected to assessment or charges of the District to defray costs of construction, improvement, maintenance and '7 operation of the District's sewerage disposal system; and WHEREAS, the Owner, solely or in participation with others, has constructed a sewerage disposal main or line for the purpose of providing sewer service to Owner's property, or to Owner's property as well as real CD property adjacent thereto; and lT WHEREAS, the Owner is now desirous of connecting the said sewerage disposal main or line to the District's sewerage disposal system and the District is willing to permit that connection and to provide sewerage disposal services; NOW, THEREFORE, in consideration of the mutual promises contained herein, the parties hereby agree as follows: 1. The District hereby grants to the Owner, and to Owner's heirs, successors and assigns, permission to connect the sewerage disposal main or lines located on the real property described in Attachment "A ", to the District's sewerage disposal system. 2. The total connection charge, including any applicable General Facilities Charge and Local Facilities Charge shall be the sum of ** * FIVE THOUSAND SEVENTY DOLLARS * * * * * * * * * * ** ( $5070.00 ), of which ** * Five thousand seventy dollars ($ ), has been paid, receipt of which is hereby acknowledged, and the balance shall be paid as follows: ($ ) shall be paid on or before the _ day of • 19 ,.together with in erest there crued nn the day' of each year thereafter untiNthe connection charge and interest shall have been paid in full. 3. Owner warrants that the construction, including design, workmanship and materials of laterals, side sewers and connections shall be in accordance with the standards and specifications of the District. Owner agrees to allow the District's engineers, or other designated agents, to inspect performance of the work and materials, and the means of connection, prior to actual connection to the District's sewerage disposal system. Owner shall reimburse the District for all inspection costs. Page 1 of 4 4. Owner shall indemnify and hold harmless the District and its officers, agents, and employees, or any of them, from any and all claims, actions suits, liability, loss, costs, expenses, and damages of any nature whatsoever, by reason of or arising out of any negligent act or omission of Owner or its contractors, agents or employees, in the design, construction, workmanship or materials of the said sewer mains or lines, or laterals, side sewers and connections. 5. Owner agrees not to resist any future annexation involving any portion of Owner's real property now outside the geographic boundaries of the District and further agrees not to oppose or protest the formation or assessments of a Utility Local Improvement District (ULID) wherein the District is a party. Owner agrees to ,coin in any petitions or proceedings commenced for the purpose of establishing a ULID which would include all, or any portion of, the Owner's real property described in Attachment "A ". Notwithstanding the foregoing, Owner retains the right to file a protest against the roll levying special assessments against Owner's real property. as provided by RCW 56.20.040. In addition, the Owner shall not be required to pay increased assessments or facilities charges resulting from future annexations or formation of any ULID, unless improvements or charges arise from a necessary redesigning of the sewer system, or from an added benefit to the Owner's real property which was eT not anticipated by the connection authorized by this 00 Agreement. Page 2 of 4 All unpaid connection charges shall constitute - a lien against CD all of the Owner's real property described on Attachment "A: to this Agreement, and in event suit is.instituted- to collect iN any delinquent connection charges or installments, or to foreclose the liens therefore, the Owner agrees to pay the expenses of collection, including the costs of title search, costs of suit, and a reasonable attorney's fee. 7. Owner agrees to pay all sewer service charges applicable generally through the District and to be bound by all Resolutions of the District's Board of Commissioners which impose conditions or additional charges upon service, which conditions are generally applicable for like or similar service. B. This Agreement shall constitute a covenant appurtenant, running with the land, and shall be binding upon the heirs, successors and assigns of all parties to this Agreement. 9. In the event that the elevation of Owner's property, or any other reason, requires that the sewer main or line on the Owner's legal property includes an on -site pumping system, or other pressure type system, then Owner agrees to disconnect and cap the pump or pressure system and to connect to gravity service within one hundred twenty (120) days following availability of the gravity system. Capping shall be required at the public right -of -way or as otherwise determined by the District. All costs of disconnecting, capping, and reconnecting to the gravity system shall be borne solely by the owner. IN WITNESS WHEREOF, the parties have affixed their signatures on the dates indicated below. OWNER: • By : c�- tn•t.cx� ;.. � - t✓t/�t• i/.�� Date:._,,; 30 3 By: Date: • STATE OF WASHINGTON ) ) ss COUNTY OF KING ) VAL VUE SEWER DISTRICT, a Municipal Corporation of the State of Washington. By: ACKNOWLEDGEMENT Page 3 of 4 C.mmiss on Date: "7 -L- f 3 e On this day personally appeared before me, d =- t- •4..1`/� .c.� �� /Z.1- ,/ X /I le t +'� /l r.�,f. /t� ✓ ✓� J to me known to be the indi idual(s) described in and who executed the within and foregoing instrument, and acknowledge that he /she /they signed the same as his /her /their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 4 , 19 Printed name: 4 6 . I as•o 64j,s /oh J NOTARY PUBLIC in and for the State of Washington, residing at Commission expires // - / % - lW ATTACHMENT "A" TO AGREEMENT FOR CONNECTION TO TIIE SEWER DISPOSAL SYSTEM OF VAL VUE SEWER DISTRICT PARCEL A OF . /CGAL DESCRIPTIONS / BEFORE THE SNORT SUBDIVISION: SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON The west half of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range 4 East, H.M., in King County, Washington; EXCEPT the south 30 feet thereof (shown .as unplatted Tract 54 on Sunnydale Gardens, Division No. 1). according to the plat thereof recorded in Volume 25 of Plata, page_ 50, in King County, Washington; TOGETHER WITH the east S feet of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT County Road. Page 4 of 4 9404110450 lorrain parsons 4646 south 160th street PARCELS Zoning District Existing Use Proposed Use Proposed Lot Size DATE OF LAST PLAT: ' 1 S NOB f P LAT APPLI ; r J ' I ;iTY OF TUKVVILL4 r • 6 3oo sourr censer aoiireva cs. rukw�7a *.isar EPARTMENT OF COMMUNITY DEVELOPMENT . Tele p h one ( FOR S AFF USE ONG ossreTerenceFiles • • PPLICANI } ... If vacant, indicate lot(s), block and subdivision;'or tax lot number, access street, eni nearest intersection: , .. -AECAL DESCRIPTIONS , BEFORE THE SnO! T SUBDIVISION:. . .The west half of the southeast quarter of. the *southwest quarter of - ithe,`:souitheast'qua rte r,`of" the; southeast quarter ,of 5ectioh 22;x±; -k = v Township 23 North ;1:Hike 4.4East,: W.M., in King.county : EXCEPT' south ,30 >'feeta thereof ( shown :as'. unpiatted,Tract 54 :; :Suite dale Cardens,"•Di sionrNo:• 1), ,according to, pla4glltereof Y � in Volume •25i of�lats,. page• 50, 1n:ICinq +County,aWashittgton c r • a � xxa 1+Y• • ..: �. i . �( r. cey lr.s -. - �r��`{"q'7`N:`�.t r M � • }a . .TOGETHER WITH the east feet of. the southeast quarter•of +the ='s outhwest quarter: of .the southwest quarter of the sottheast quarter 'of the southeast. qua rtet,'of.:Section•22, Township.23• North ' Range 4 East, W: M.., in King County,, Washington; -..'EXCEPT County Road. AFTER THE SHORT SUBDIVISION: Return to: • Dept. of Community Development Planning Division ' City of Tukwila 63W Southcenter Boulevard Tukwila, Washington 9S18B • APPROVAL . Reviewed and approved.by the Short.' Subdivision Cnatntlttee hereby aerti- fied fo filing- • rc 19 Chairman, Short Subdivision . Committee DEPARTMENT OF ASSESSIVIENTS E xamined and this . /1 day of At'2 19 Ai.. ; `.itc ri NOr3..l21 Assessor Deputy. Assessor z a' y Page % of . 8' NOTE: • 1.) "Sprinkler systems Which meet City codes must be approved prior to issuance of building permits for any home located more than 250' from a fire hydrant" FCEIVED - 2.) "Due to soil conditions on site storm drainage will , . be addressed through infiltration." Date. 1N1 /515'3645 • Nt• ' o o - • ; V3 ' , v-4 41 CI • Cer tificate NO.' feoPosel •z: PUMP • • tagt4 - ; 1. 1 15 e12 . 41-"No . .• . 1 JEC:Pvc .SEwEZ v litoPosw . 4S•MAN11-101E. Land Stiveyor's Certificate This Short Plat correctly repre a survey made by me or under my direction irt conformance with the requirements of ap, pro • riate State stanite d has been properly staked. Name 411 41( , e/ Short Plat Nuinbei Liq • k Ext 87.64 . 1.1:••■01111.1. • Stamp: Page ul R 2 8 la94 • DEVELOPMENT • ' , , 12: ALL '" • ' 4RAVE.1..• SURFACE:: ••• CAPABLE a stkpc!KIIN4 .J• -1 • . k. • ...- .30 egivk15 --. 1v . 4ce.i..----ss, - 5GIzt.ss 4 • ui;trt • . . , • • , C E 3 SER•AC,E. - TAPED' 1NTC E%1S G PVC. : . 'Stv4E.12: c4C.1tJ • , S.16,0 - TN St . Map on Filein yahlt Direction: Scale: 1 50 of .• Y- • .• • • • PARCEL ' 1 The South feet of the following described parcels. The West half of the Southeast:quaiter of the'Southwcstquaiter of the Southeast . quarter of the Southeast quarter of Section-22, Township 23 North, Range 4 East, • W.M,,in'King County; Washington;. EXCEPT the South 30 feet thereof (shown as unplatted Tract 54 on Sunnydate .Gardens, Divi sion No: 1), according to the plat thereof recordedin Volume 25 of Plats,' Page 50, in King County, Washington; TOGETHER WITH the East 5 feet of the Southeast quarter of the Southwest quarter of the WITH quarter of the Southeast quvter of the Southeast quarter' ofSection22, Township 23 North, Range 4 East, W:M., in King County, • Washington; EXCEPT County Road. Subject to and together with an easement for ingress,. egress and utilities over, . •>; ' undet " across.that portion of the West half of the Southeast quarter of the , • S of the Southeast quarter of the Southeast quarter of Sectiort ,+ o wnshtp 23 Kurth. Mange 4 East, W .M to Kmg Count Washington d escri b e d on e.. s .,�1.. egutntng at a pornt on the East lin of satd:subdi which bears North 0 49'37 • East 30.00 feet from the Southeast comer thereof; ` • s • O • ThenceNerth,d'49'37 East 255.00 feet; • • ;Thence North 8'10'23" West 20.00 feet; • ^ Thence South 0 West 24.01 feet to a point of curve from which the radial at d *ter bear's North 84' 10'23" West 40.50 feet . . Then Southwesterly along the arc of said curve concave to the right 63.94 feet . through a central angle of 9427'42" Thence North 8(4241" West 24.13 feet Thence South 1 1719' feet; . .;,ThenceSouth 88°42'41" East - 14.95 feet to a point of curve from which the radial, center',eais Southl "• West 40.50 feet; Thence Southeasterly along the arc of said curve concave to the right 63.29 feet through a central angle - of 8132'18 "; , • • Thence South d'49'37" West 104.62 feet to a point of curve from which the radial center bears North 89 °10'23 West 25.00 feet; . . . Thence Southwesterly along the arc of said curve concave to the right 39:47 feet to a cuspof:curve• ' • • - Thence South 88 42'41" East 55.20 feet to the Point of Beginning. ..ALSO:. The North 10.00 feet ofthe South 40.00 feet of the East 70 feet of said subdivision NORTHSHORE LAND SURVEYING 19706 80th. Ay e. N.E. Bothell,washington• 98011 (206) 433 -1020 • NORTIISHORE LAND SURVEYING 19706 30th. Ave. N.E. • • Bothell; 'Washington 98011 (20.6)483-1020 TRACT "p" " . The North 65.00 feet of the South 185.00 feet of the following described p::::-/..1s.. ... . • , : The West half of the Southeast quarter of the Southwest quarter of the - Southeast quarter • of the Southeast:quarter of Section 22, Township 23 North, Range 4 East, W.K; in King CountY, WashingtoU; .: • .*: 1 .- .-. . ::. • . . ' - . _ . • .. . , . EXCEPT the South feet thereoftshown as unplatted Tract 54 on Sunnydale -. • . : ... .. Gardens, Division No 1) according to the plat thereof recorded in Volume 25 of • 'T -:: :, . . , ..., Thence South f1719.-West 20.00 feet; - • - Thence South 88 East 14.95 feet to a point of curve from which the radial center bears South.14K197 4030 feet ' . • '. Thene&SoUtheiiiirlialaigle'arC of *said curve concave to: the right 63.29 feet through a Ceiltiiianile;oft3R 321 . I • : • ; ' • , Thence Sotith4:49:37' 104.62 feet te a pf+int of curve from Which the radial center bears North West 25.00 feet; - • Thence Southwesterly along the irC of said curve concave to right 39.47 feet • - to a cusp of curve; • Thence South iff42 East 55:20 feet to the Point of Beginnin& ' ALS O: • The North 10.00 feet of the South 40.00 feet of the East 70 feet of said Subdivision. . . - ALSOr ..'TRACT "c" That portion of the.West half of the Southeast _quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 Noah, Range 4.•East', W.M.; in King County,. Washington, describedas follows; . • • • • Commencing at a point on the East line of said subdivision Which bears North•0 ° 49'37" -: East 215 :00 feet from rthe Southeast comer. thereof; ' • Thence North 88 ° 42'41" West 56.72 feet parallel with the South line of said subdivision - to the point of Begging:. • Thence,North 88:42'41" West 107.99 feet to the:West line of said subdivision; •,Then Nortlfd°5.1'O5'i East 114.82 feet to theNorthwest comer thereof; • . ,Thence South:88 East 75.00.feet along the Noith•line of said subdivision; • • Thenc °49'37" West 81.52 feet; ` ?� • c • Thence South 4.3.42'41' East 46.96 feet to the Point Of Beginning. Subjectto and togetherwith an casement for ingress, egress and utilities over,- _: underand FerOsi that portion of the West half of the Southeast quarter of the o uthwe s tquarte of the Southeast quarter of the Southeast quarter of Section T ownship 23,Nort1 R ange 4 East, W.M. rn King County, Washington descr ,; Begt mg` a` a point on the East line of Said which bears North 0 East 30 feet'froat'tlie Southeast corner thereof o :. Thence Norihb ° 4927" East 255.00 feet•,' • • z tn. Thence North 89°10'23 ".West 20.00 feet; C Thence South 0 "..- West 24.01 feet toapornt of curve from which the radial �. centerbeat ° 10'23 ".West 40.50 feet;_:: v e'l • Thence`Southwesterly along the * arc of said curve concave to the right 63.94 feet 0 throngs a of90 °2/42"; tY. : Thence North :88'42'41 ",West 24.13 feet; . Thence.South 8719' West 20.00 feet :. Thence South.88 ° 42'41 "East 14.95 feet to a point, of curve from which the radial center.bears.South°1.17'19" West 40.50 feet; Thence Southeasterly along•the are bf said curve concave to the right 63.29 feet }hrongh acentral-angle of 89 - • - : " TL,nce South 0 ° 49,'37" ,West 104.62 feet to,a pa=t of c ..ie from.which the radial • • centerbearsNorth.$9°10'23" West 25.00 feet; Thence Southwesterly along the arc of said curve concave to the right 39.47 feet . to a cusp of chive; • • : . Thence South 88 "_East 55.20 feet to the Point of Beginning. ..:r 'Y' rt+±rr.. NORTIISIIORE LAND SURVEYING •. 19706 80th.:Ave. N.E. Bothell; \Vashirigton 98011 • (206) :483 -1020: • • The North 10,00 feet of the South 40.00 feet of the East 70 feet of said subdivision ; TRACT "D" ALSO: • • • .NORTIISIIORE LAND SURVEYING 19706 80th Ave. N.E: •. • Bothell, Washington 98011 (206) 483- 1020 That portion of the West half of theSoutheast quarter of the Southwest quarter of • the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East; W.M:., in King County ; Washington described as follows ; o Eegirning at a point on the Eastaine, of said subdivision which bears North 0 East 215.00 feet from the Southeast comer thereof; .' - • • • Thence North 8842'41" West 56:72 feet parallel with the South line • of said subdivision; fence North 43 '42'41" West 46.96•feet, . • Thence North 0`49'37' Eastgt52;feet,to'the North line.of said subdivision. Thence South 88'38'45" East 89:6 feet 't'o-the Northeast corner thereof; Thence South O'49'3T West 114.637feet to the Point of Beginriing. Subject to and together with an easement for ingress,, and utilities over, under and across that porton of the West half of the - Southeast quart:.: of the Southwest quarter of the Southeast:quactet of the Southeast quartet of Section 22,.Township' 23 North, R ange 4- East,, W.M. rn King County; Washington described as follows; Beginning at a porn; on the East lttie;of said subdivision which bears North 049'37" . East 30.00 feet froth t he Southeast corner thereof • • . e Thence North 0 o93T East25S 00 feet „ " ,` , Z • `d Thence North 89 1023" Wet 20 00 feet; . •• p. Thence South 0°49'37' Wes! 24 :01 f to ..point of curve from which the radial •• center bears North. 841023 "<West40 50 feet; . • : Thence Southwesterly .along the arc of said curve concave to the right 63.94 feet ' p. .through a central angle of 902742 ; - Thence North 88 ° 42'41 ";West 24,13 feet; Thence. South 1 °1719' West 20.00 feet; Thence South 88 East 1495. feetto.a point of curve from which the radial center bears South 1.°17'9" West.40.50 feet; , Thence Southeasterly along the arc of said•curve concave. • the right 63.29 feet throngh'a central'angle of 89 32'18,'; '+' { :' Thence South 0 ° 49'37 West 104 :62'feet to a•point of curve from which the radial center. bears North 89 ° 10'23" West 25 00 feet. • • Thence Southwesterly alnsgthe ate; of said curve Concave to the 1:6ht 39.47 feet to a cusp of curve; • Thence South 83 ° 42'41" East 55.20 • feet to Point of Beginning. The North 10.00 feet of the South 40.00 feet of the East 70 feet of. said subdivision_ • *JOINT N1;UNTENANCE AGREEMENT • • • . • •-- . N oce is hereby given that i ya-1.A.;,,fL owners of the • ,following described tracts orland; • , '• Paicel "A" legal attached as pari of this subdivision. • - . . ., • Panel "B" legal attached as parr of this subdivision. , • • , Parcel "C" legal attached as part of this subdivision. • . . . . .;,*.w,p•••••• • 1 - - • 6Parcel "D" legal attached as part °On? subdivision, • . • • : • • • ' • •••••^•• • do hereby establish this agreement and convey unto all present and futur „ . owners, their heirs and assigns . of all or any of the foregoing described tract . of land : The maintenance of the easement grantcd and conveyed in shod *. • subdonston of City of Tukwila NO•1,93-0022. , : • , - :-7-This agreement. shol be binding upon all present and future owners of the imitelstreated under the aforementioned document, . • , . • • • 1. Sewei line: It is agreed the 2" by 4" lines shall be the responsibility Of the • • . ' , individual owitetind the 6" line shall be the joint responsibility , . . . . of all patties to pay the cost of any repair or Maintenance: - • ' 2. Easement Roadway: It is agreed the costs of keeping the casement roadway . for ingress and egress in a state Of good repair and generally • attractive condition and shall be the responsibility of the owners of the parcels A B, C, and D. DECLARATION: • Know all inen by these presents that we, the undersigned; owner(*) in feesiaiple and /or contract purchaser(s):ofthe land herein described do hereby make a short subdivision thereofpusuant to IRCWS817 O60 iowledge that said subdivision shall notbe f i thefd►vided marry mari'iier witlunapenodoffive years, from dateofreoord, without the filing ofafinalp lat:Tlie imde;sign rthes de clare this short plat to be the graphic representation of said short subdivision a ni ne madewith the free consent and in accordance with the desire of the own c„ M ; witnessiwhereof we have set our hands and seals. Naive: tai A�t/o .• • Name: Name Natne. • Nam e: Name•: • : STATE (*WASHINGTON 'County ai King • 0 r -1 deed;:for the uses: and purposes thereinmentioned. • .' GIVEN. under my hand and official seal this <L day of • STATE OF WASHINGTON -County of King On this daypersonally appeared before mel���'' rarLa �;:� d'. , to rne_known-to be the individual described in and who executed the within and foregoing m strumenf, arid'ac{aiowledge thatl! % `signed the same as 7 Z vfree and voluntary at and • Notary Public n �d for fheSf W residin W o g►at / //% .�i,� On this day personally appeared before me • to me known to be the individual described in and who executed the within and for in- strument; and acknowledge that - signed the same•as - free and voluntary act and deed, for the cses and purposes therein mentioned. GIVEN. under - my hand and official seal - day of ,19 . Notary Public in and for the State of Washington, • residing at 7 9412050580 LoT LXN8 cORFIRMATION AGRB.4 • THIS AGREEMENT entered into this le- day of /k "W , 1994, between Gregory Vandenberg, a single man, (hereinafter referred to as Vandenberg) and 2 ii/.$Z' Amerwa5 1 adjoining owners (hereinafter referred to as adjoining owners). 'y M a :. m is particularly in Exhibit 8. Parsons is the owner of Tract I4 . WHEREAS, Vandenberg or his Grantor Lorrain Parsons (hereinafter referred to as Parsons) have recently caused the real property commonly located at 4646 So. 160th St., more particularly described in Exhibit A to be surveyed and subdivided, by short plat 4L93 -0022, filed April 11, 1994, into five (5) separate 'tracts, including a private road and utility easement, said short plat and said tracts more particularly described in Exhibit B; and WHEREAS, Vandenberg is the owner of tracts described WHEREAS, the survey establishing Short Plat 11,93 -0022 described in Exhibit B established the actual boundary lines of said real property and of each tract therein, said boundary lines being designated by survey stakes or markers placed by Russell D. Coffelt, Professional Land Surveyor; and WHEREAS, adjoining owners own the real property commonly described as / z8 i; ve. So ANL "* /t w /LA / wA. 'tier (street address) , more particularly described as set forth in Exhibit C, attached hereto by this reference, said property adjoining and adjacent to the Exhibit A and B property; and WHEREAS, one or more of the parties hereto have, for convenience, erected certain fences or other barriers along or • i • adjacent to the actual boundary lines, between the Exhibit A and B properties and the Exhibit C properties; and WHEREAS, for convenience, the fences or other barriers have not always been constructed or located exactly on the actual boundary line, as designated by the Coffelt Survey stakes or markers; and WHEREAS, the parties desire to leave the existing fences or other barriers in place at this time and desire to avoid having to move them at this time to conform to the actual lot lines as established by survey and as described in Exhibits A - C, and at the same time desire to confirm that the actual boundary lines as established by survey and delineated by the survey stakes or markers as designated by the Coffelt Survey constitute the real and actual boundaries of the Exhibit A - C properties, not the fences or other barriers. NOW, THEREPORE, it is agreed by the undersigned parties hereto as follows: 1. Actual Boundary Line. The actual boundary lines of the Exhibit A, B, & C properties shall be as set forth in the legal descriptions attached hereto and as located by survey stakes or markers and said survey done by Russell D. Coffelt as set forth in Short Plat #L93 -0022, Exhibit B. 2. Existina Fences or Boundary Markers. The parties agree that any existing fence or barrier or other delineation of boundary other than the actual survey establishing short Plat #L93 -0022 is not the legal boundary or lot line. All parties hereto agree to waive any claim that the boundary is established by any existing E j� Fr29 DA j 11st1 - — 9 1 7 DATE i- y f`/ DATE II/ r/fY DATE • • • fence or barrier or by any marking other than that established by the survey stakes or markers from the survey establishing Short plat # L93 -0022. 3. No Adverse Possession. The parties agree that they will not claim, adversely, any property or the basis of the location of existing fences or barriers and will only claim property whose boundaries are delineated by the survey of Russell D. Coffelt establishing Short Plat #L93 -0022, which survey establishes the correct location of the boundary lines between the Exhibit A and 8 properties and the Exhibit C properties. 4. Not an Easement. Nothing herein should be construed as creating any easement or other right for either party to maintain a fence or barrier on the property owned by any other party. Any fence or barrier erected or owned by a party that is actually located on the property of the other, is at sufferance only and shall be removed or moved upon request. 5. Heirs. Successors and Assigns. The parties agree that this Agreement shall run with the land and shall be binding on their heirs, successors and assigns. - 974 - e V '2 DATED this v '� day of �J �� ., 1994. SJS,/A) XiNsee$ STATE OF WASHINGTON) SS. COUNTY OF V,rl5 • On this day personally appeared before me .Jose Lites1nt6i to me known to be the individual described in and who executed the foregoing instrument, and acknovledged.that g signed the same as ,foregoing free and voluntary act and deed, for the uses and purposes therein mentioned. O� F 4pr my hand and official seal this lfe+'�1 - day of m ;n PU ( BLIC s 2 = `10- 9 6 ?G _ h Or • r the esiding N S a K c • • •• , sion expires: •1 0 STATE OF WASHINGTON) se. COUNTY OF k . Y14 ) On this day personally appeared before ma,'rc4 (C.1?4 to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that the same as hor free and voluntary act and deed, for the uses and purposes therein mentioned. G der my hand and official seal this R . day of /\( ° s 194• it 'A PUBLIC 1 :5 �'+ Or s ""'" 4 " (! r o Be on expires:._c�_�r STATE OF WASHINGTON) ss. COUNTY OFZ ) On this day personally appeared before meC4014mVAMJIAPOto me known to be the individual described in And Vhd executed the foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes erein mentioned. NOT St a and ngton, the siding a 0 . stem LU iiI4OTggs, • r tn • 6a , 41 1J L te f • . reelY,ndenb /Isremot STATE OP WASHINGTON) COUNTY OP by ") hand and official seal this r 19 85. :day of d f the NOT Y St 9!n, residing at ��, By c o es on exp res: ( � y SO/ S On this day personally appeared before me /& ff r , tome known to be the individual described in and vho executed the foregoing instrument, and acknowledged that ag signed the same as klefree and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 30 faCl day of i+t�/ • , 1¢1 A P RY ,{�� 0Q ~ 4 , DELORES A. DANIE1 PUBLIC in and for the State of Washington, residing at: TU LA)J��A Hy commission expires: (2-/-"/ 7 : ( • A The half of - the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range•4 East, H.M., in King County, Washington; EXCEPT the south 30 feet thereof (shown as unplatted Tract 54 on Sunnydale Gardens. Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page'50, in King County;. Washington; TOGETHER WITH the east 5 feet of the southeast quarter of the • southwest quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County. Washington; EXCEPT County Road. • •:-9.• LEGALDESCPUPTIONS .... • _ _ . . BEFORE THE SXORTSUBDNISION: The'vest hall of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Tovnahip.23 North. Range.4 East, X.M., in King County, Xaahington; EXCEPT the south 30 feat thereof (shown as unpletted Tract 54 on Sunnydale Gordan, Division No. 1), according to the plat thereof recorded in Volume 2S of Plats, paps 30, in Xing County. Washington; TOGETHER WITH the east 5 feet of the southeast quarter of the southwest quarter of the southwest quests, of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range 4 East, X.N., In Xing County. Washington; EXCEPT County Road. AFTER THE SNORT SUBDIVISION: • • • RT PLAT NUMBER GI — , .. =TrOF TUKWILA,wASI11b}c1.,N This spur resrrvaf for reader s uu Remo to: • Dept. of C ry Development limning Division Clay017ukw0a 6100 Southcaty Boairw:6 iukwila waddnpton 9S116 eg.1 < _r `� {y_,� Page_.._._ of r • • APPROVAL 'Reviewed and approved by the Short Subdivision Committee sod hereby octi. fied Jr 5}mg J. .day of DEPARTMEW OF ASSESSMENTS Eundrtedan approved this ]St& c ifrrr n/e4 :It OLLACrv ry Auesor » >.v s•w .• ' O co l' O 0) • NOTE: 1.) 'Sprinkler systems which meet City codes must be approved prior to issuance' of building permits for any home located more than 257 from a fue hydrant" RECEIVED be addressed Through infiltration." • MAR 281934 O..., MUNrTY DEVELOPMENT "Due to soil conditions on site, storm drainage will -bQtiaCr - . N b8'35'45' J- 1104.6L' �.Wh1ZiL19Ml� Ott ■ 5.160 TFf' ST Land Surveyot's Certificate. CertitiateNo. 5394• Short Plat Number r r Page • IZ' NA %%met y cn r nB 0 o s orP 50,000 I. - TRACt- K 30 PRIVATE ROAD YNcexss,tG=sss u4t ►ty EAS_v. N mea Map on File in Vault Direction Scale: l -50 Stamp: SLAW : 1 3 1'.seRVta1:.4 -tuts TAPED 'INTO o • EilViTNG G'PVG SEWER. CoNN$C1 oU •- of y r NORTBSRORE LAND SURVEYING '= r 19706 80th. Ave. N.E. Bothell, Washington 98011 (106) 483.1020 g. S. /4 o ... ..PARCEL "A" The South 120.00 feet of the following described penis. The West half of the Southeast quarter of the Southwest quarter of the Southeast quarter �(t the Southeast quarter of Section 22, Township 23 North. Range 4 East, EXCEPT the Cos tyfeet Washington; • G thereof (shown u unplatted Tract 54 on Sunnydale Gars, Page 50, in /Gag securing to the plat thereof recorded in Volume 25 of P 8 unty. Washington; TOGETHER WITH the East S fat of the Southeast quarter of the Southwest quartet of the Southwest quarter of the Southeast quarto of the Southeast quarto of Section 22. Township 23 North, Watbinglon� Range 4 East, WM.. in King County EXCEPT County'Road • Subject to and together with an tint for' under and across that portion of the We 1 egress and utilities ova. Southwest quarto of the Southeast of S e Southeast quarter queerer a the O 22, Township 23 North. Range 4 Eas of k Sonthe , Wes i Section CO as fol lows; M• IC'°g County, Washington deseobed O • Beginning at a point on the Eau fate ofsaid subdivision which bears North 0493 7• y Eau 30.00 feet from the Southeast corner thereof O Thence North d t; 4937• East 253.00 fee . • Meuse North 89'1023• West 2R00 feet Q' Thence South 0 West 24.01 feet to a point of curve from which the radial caster hears North 891023' West 40.30 feet; 0 Thence Southwesterly along the arc of said curve concave to the right 63.94 feet through a central angle of 962742•; Thence North 88 West 24.13 feet; Thence South 1 17'19' West 20.00 feet Thence South 88 East 14.95 feet to a point of curve front which the radial center bears South 1 West 40.50 feet; then �outheastetiy along the arc of said curve concave to the sight 63,29 feet 8h central angle of 8f 32'18`; Thencc,S h 04937' Wei 104.62 feet to a point of curve from which the ndial center bears North 89 West 25.00 feet; . Thence Southwesterly along the are of said curve concave to the right 39.47 feu to s cusp of curve; Thence South 884241' East 55.20 feet to the Point of Beginning. ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. : � . .,..T, . CT "B., • Sfd q r S. /c o Lr The North 65.00 feet of the South 185.00 feet of the following described pinch. The West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT the South 30 feet thereol(shown as unplanedTraci S4 on Sunnydale - Gardens, Division No. 1). according tithe plat thereof recoiled in Volyme 23 of Plats. page S0, in King County, Washington; TOGETHER WifH the East 5 far of the Southeast quarter -of the Southwest quarter of the Souihwest:quafter of the Southeast quarter of the Southeast quarter of the of Scction:22, Township 23 North, Range 4 East. W.M., in Ling County. Washington; EXCEPT County Road. Subject to and together with an easement for ingress, egress and ntllties over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast outer of the Southeast vista of Section 22, Township 23 North, Range 4 East, W.M., In King Count): Washington described as followr, Beginning at a point on the East line of said subdivision which bears North 44937' East 30.00 feet from the Southeast corner thcreo$ Thence North 0649'37' East 235.00 feet; Theoee North 811023' West 20.00 feet Thence South 0'4937' West 24.01 feet to a point of curve front which the radial center bears North 89°1033' West 40.50 feet; Thence Southwesterly along the arc of said curve concave to the'right 63.94 feet through a central angle of 9062742'; Thence North 88 West 24.13 feet•, Thence South 1 ° 1719' West 20.00 feet; Thence South 88 East 14.95 feet to a point of wove from which the radial center beau South 11119' West 40.50 feet; O '!hence Southeasterly along the arc of said curve concave to *aright 63.29 feet co through a central angle of 8$32'1S'; '1/) Thence South 064937' West 104.62 feet to a point of curve from which the radial 0 center bears North 8SP 1023' West 25.00 feet; In Thence Southwesterly along the arc of said curve concave to the right 39.47 feet • to a cusp of curve; Dunce South 88 East 55.20 feet to the Point of Beginning. • ALSO The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. N ORTHSHORE.LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 •. (206) 483 -1020 1 V'3 —A'- — eiye8' TRACT "C" ALSO: • • '1650 S. /Lo L NORTESSORELAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 • . (206) 483 -1020 That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W,M, in King County, Washington, described u follows; Commencing at a point on the East line of said subdivision which bears North 0937' East 215.00 feet from the Southeast comer thereof; Thence North 88'4241' West 56 :72 feet parallel with the South line of said subdivision to the Point of Beginning; Thence North 88'42'41' West 107.99 feet to the West line of said subdivision; Thence North d51'0S' East 114.82 feet to the Northwest comer thereof; Thence South 86 r45" East 75.00 feu along the North line of said subdivision; Thence South 0 ° 4937' West 81.52 feet; Thence South 43 ° 42'41' East 46.96 feet to the Point of Beginning. • Subject to and together with an easement for ingress, egress and utilities ova, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Seeton 22, Township 23 North. Range 4 East, WIL, jolting County. Washington desenbed as follows; Beginning at *point on the East line of said subdivision which burs North 44937 East 30.00 feet from the Southeast emus thereof; Thence North 0 East 255.00 fccr, . Thence North 8 / West 20.00 feet•, Thane South d'4937' West 24.01 feet to a point of curve from which the radial center bean North 8?10 13' West 4030 feet; , Thence Southwesterly along the are of said tam concave to the sight 63.94 feet through a central angle of 90"27'42 "; Thence North 88 ° 42'41" West 24.13 fat; Thence South 1 ° 1719' West 20.00 feet; Thence South 88 East 14.95 feet to a point of curve from which the radial eater bean South 1°1719' West 40.50 feet Thence Southeasterly along the arc of said curve concave to the right 63.29 feu through a central angle of 8132•18'; Thence South 0 ° 4937' West 104.62 feet to a point of curve from which the radial center bean North 811073' West 25.00 feu; Thence Southwesterly along the are of said curve concave to the right 39.47 feet to a cusp of curve; Thence South 81<42'41' East 55.20 feet to the Point of Beginning. The North 10.00 feu of the South 40.00 feet of the East 70 feet of said s Lq - co-- • • g4S2 S.. /Go TRACT "D" ALSO: NORTHSHORE LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483 -1020 That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North. Range 4 East, W.M., in King County, Washington described u follows, Beginning at i point on the East line of said subdivision which bears North 0 ° 4737• East 215.00 feet Born the Southeast corner thaeot; Thane North 8842'41 West 56.72 feet parallel with the South line of said subdivision; Thence North 43"4241' West 46.96 feet; Thence North 0°49'37 East 81.52 feet to the North line of said subdivision. Thence South 88°38'45' East 89.66 feet to the Northeast corner thereof; Thence South 04977' West 114.63 feet to the Point of Beginning. Subject to and together with an casement for ingress, egress and utilities over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, WM, in King County, Washington described as follows; Beginning et a point on the East line of said subdivision which bean North 0°4937' East 30.00 feet from the Southeast comer thutot; Thence North 0°4937' East 255.00 feet; Thence North 89°1023' West 20.00 feet O Theta South 0 Wert 24.01 feet to a point of curve from which the radial • coma bean North 89°10'23" West 40.50 feet; in Thence Southwesterly along the arc of said curve concave to the right 63.94 feet • p through a central angle of 902742 "; 113 Thence North 88 ° 4741' West 24.13 fee Then a South 1°1719' West 20.00 feet, C12 Thence South 88 East 14.95 feet to point of curve from which the radial ""1 center bean south f 1719" We c 40.50 feet a) Thence Southeasterly along the arc of said curve concave to the right 63.29 feet through a central angle of 89°3238'; Thence South 0°4937" West 104.62 feet to a point of curve from which the radial cater bean North 89 °1023' West 25.00 feet; Thence Southwesterly along the are of said curve concave to the right 39.47 fect to a cusp of curve; Thence South 88 ° 42'41" East 55.20 feet to the Point of Beginning. • The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. Lqs— oaa� • • • VAR low ervEL n?r,•ih: 2.93 r SIGNATURES None • sG Noaw Na na^ Short Plat Number :JO -OC ZZ • • • ::•,••,• - . DECLARA1ION: . Know all men by these presents that we, the undersigned, owner(s) inlet slmpk and /or contract purchas e*/ of. the land herein desaibeddo hereby make ashort talagthem( ± to rte WtSLit ddeandadetiowledga &amid subdivision shallnotbe further dMdedto any manner within aperiodo fRveyeatt ,goutdateofttmrd,withoutthef Engofafhurlplas The undersigned forth& dedare this short plat to be the paphk representation of said *hurt subdivision and the same Is made with the free consent and in aemedanae.with the desire of the owna(s). In witnets whereof we have set our hands and seals. N ■*n• C �.et_. in.atin Q4/lA 44d Nun STATE OF WASHINGTON County of King On this day personally appeared before to me known to be the lndividua! eiggibed in and who exeeu d the within and foregoing In• shunted, d, and acknowledge that‘O:GC- signed the some i ��(dd' free and voluntary act and deed„ for the uses and purposes therein mentioned. GIVEN tinder my hand and official seen thtt_ca day of STATE OF WASHINGTON Countyof king On this day personally appeared bekre mr to me known to be the individual ducked in and who executed the widdn and foregoing in- strument, and acknowledge that____ signed the same as _free and voluntary an and deed, for the uses and purposes therein mentioned • GIVEN under my hand and offidel seal this__ day of Notary Public in and for the State of Washington, iesiding at • • To Greg Vandenberg P. 0. Box 68534 Seattle WA 98168 PARCEL A: 0 PARCEL B: All unman P if/ / r • The Northeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22. *Township 23 North. Range 4 East. W.M.; EXCEPT the North 11.0 feet of the West 110 feet of the East 130 feet thereof; iI/ 'TOGETHER WITH a non-exclusive easement for driveway and utilities over that portion O of the East 20 feet of Southeast quarter of the Southwest quarter of the Southeast • quarter of the Southeast quarter of said Section 22. lying North of South 160th Street; • EXCEPT that portion thereof lying within the above described.Parcel A- (1•1 co 0 situate in the County of Ring. State of Wanhing 0 ' NOV181991 gs Bank • which has the addressor _.15.909._ % .411.1 t..AYt: t S.aU.th_.– .».......– .:_.... —.St:ALl lt: _. ._... 10171 Washington ..» -....- 981 - -- --.-»_ ( "Property Address "X Ito Coast TOGETHER WITH all the improvements now or hereafter erected on the property. and all casements, rights, appurtenances. rents, royalties, mineral, oil and gas rights and profits, water rights and stock and all fixture now or hucafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered. except foreneonsbrsnar of record. Borrower warrants and will defend generally the title to the Property against all claims and demands` subject to any encumbramees of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non•unifonn covenants with limited variations by jurisdiction to constitute a uniform security instruaxntcovering real property. WASHINGTON -Single T FNMA /FNIMC UNIFORM INSTRUMENT amee- roatatcoxoto rtuor- toMOrta Ins- a.ranaowo • Oct. 27. 1994 to s•. te FNMA Fona 3848 12/83 : irt 9412050581 particularly in Exhibit B. Parsons is the owner of Tract /9 . WHEREAS, the survey establishing Short Plat pL93 -0022 described in Exhibit B established the actual boundary lines of said real property and of each tract therein, said boundary lines being designated by survey stakes or markers placed by Russell D. Coffelt, Professional Land Surveyor; and WHEREAS, adjoining owners own the real property commonly THIS AGREEMENT entered into this 3G ` day of eve,.. 8« , 1994, between Gregory IL. Vandenberg, a single man, (hereinafter referred to as Vandenberg) and /),Cbo L• O'J/07U0,voe9SY NbFe , adjoining owners (hereinafter referred to as adjoining owners). WHEREAS; Vandenberg or his Grantor Lorrain Parsons (hereinafter referred to as Parsons) have recently caused the real property commonly located at 4646 So. 160th St., more particularly described in Exhibit A to be surveyed and subdivided, by short plat #L93 -0022, filed April 11, 1994, into five (5) separate tracts, including a private road and utility easement, said short plat and said tracts more particularly described in Exhibit B; and WHEREAS, Vandenberg is the owner of tracts described Ta4t'i✓«g 1 4/70. FA/ Cr (street address) , more particularly described as set forth in Exhibit C, attached hereto by this reference, said property adjoining and adjacent to the Exhibit A and B property; and WHEREAS, one or more of the parties hereto have, for convenience, erected certain fences or other barriers along or ? • adjacent to the actual boundary lines, between the Exhibit A and B properties and the Exhibit C properties; and WHEREAS, for convenience, the fences or other barriers have not always been constructed or located exactly on the actual boundary line, as designated by the Coffelt Survey stakes or markers; and WHEREAS, the parties desire to leave the existing fences or other barriers in place at this time and desire to avoid having to move them at this time to conform to the actual lot lines as established by survey and as described in Exhibits A - C, and at the same time desire to confirm that the actual boundary lines as established by survey and delineated by the survey stakes or markers as designated by the Coffelt Survey constitute the real and actual boundaries of the Exhibit A - C properties, not the fences or other barriers. NoW, THEREFORE, it is agreed by the undersigned parties hereto as follows: 1. Actual Boundary Line. The actual boundary lines of the Exhibit A, B, & C properties shall be as set forth in the legal descriptions attached hereto and as located by survey stakes or markers and said survey done by Russell D. Coffelt as set forth in Short Plat fL93 -0022, Exhibit B. 2. rxistina Fences or Boundary Markers. The parties agree that any existing fence or barrier or other delineation of boundary other than the actual survey establishing short Plat #L93 -0022 is not the legal boundary or lot line. All parties hereto agree to waive any claim that the boundary is established by any existing , 1/ 30 -941 DATE II -30 .. p 1 i DATE 9i( DATE DATE • • fence or barrier or by any marking other than that established by the survey stakes or markers from the survey establishing Short plat f L93 -0022. 3. No Adverse Possession. The parties agree that they will not claim, adversely, any property or the basis of the location of existing fences or barriers and will only claim property whose boundaries are delineated by the survey of Russell D. Coffelt establishing Short Plat iL93 -0022, which survey establishes the correct location of the boundary lines between the Exhibit A and 9 properties and the Exhibit C properties. 4. Not an Easement. Nothing herein should be construed as creating any easement or other right for either party to maintain a fence or barrier on the property owned by any other party. Any fence or barrier erected or owned by a party that is actually located on the property of the other, is at sufferance only and shall be removed or moved upon request. 5. Heirs. Succenpors and Assians. The parties agree that this Agreement shall run with the land and shall be binding on their heirs, successors and assigns. DATED this 3 67;:l day of vd yffl Uj2 , 1994. LORRAIN PARSONS ARto a o'SN Aialvo • STATE OF WASHINGTON) COUNTY OF tay ) On this day personally appeared before me (p/66yy . F• VAd deg _ known to be the individual described in and Vho executed the foregoing instrument, and acknowledged that bgi, signed the senses ha free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this30 day of f .gigs rtf.Iy602- , 19' • €wiaoraq; H "l#b%.t ''+. ?R 11tJISN�,o•' STATE OF WASHINGTON) ) COUNTY OF vv''j� �-1 J ) y On this day personally appeared before me (r(4an n . P me known to be the individual described in and who executed the 1/3 foregoing instrument, and acknowledged that akg, signed the same as )3e/ free and voluntary act and deed, for the uses and purposes therein mentioned. ot d' � GIVEN under my hand and official seal this ( - ?( 1 9 6 day of 01 IVO1>Q'Nbt•/ , 19 STATE OF WASHINGTON) ss. COUNTY OF ) BS. SS. i .4 4 e� -DELOREB A DANIELS N Y PUBLIC and for the State of Washington, residing at: T"i! t lr,� Hy c ss on expires: (2-q-i 7 �( i•, NOTARY PUBLIC n and fax the State of Washington, residing at: 'l)k, i 1c- My commission expires: 12 - 5 ^f 7 On this day personally appeared before mefiducy/1 E ° he.}'rossy - H05� • known to be the individual described in d who executed the foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. • • , to me a • GIVEN under my hand and ,......Nn1g.ivl bite' . 19j. Q ' `o 00 •.'( ' (6 SAR . ' . "• ps-w;:s / • � N NNNIH STATE OF WASHINGTON) es. COUNTY OF ) • official seal this . day of (� nA A' Qc ..DELOREB L DANIEd9 a PUBLIC in and for the State of Washington, residing at: TOWell My commission expires: EL on this day personally appeared before ma , tome known to be the individual described in and who executed the foregoing egandtvluntary and t and that r the usesand purposes therein mentioned. GIVEN under my band and official seal this day of , 19_ raa/vi ad,abhtn®t NOTARY PUBLIC in and for the State of Washington, residing at: My commission expires: A 1 The half of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range.4 East, W.M., in King County, Washington; EXCEPT the south 30 feet thereof (shown as unplatted Tract 54 on Sunnydale Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page'50, in Xing County; Washington; TOGETHER WITH the east 5 feet of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of the'southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT County Road. • • . • • : RTFLATNJMBER 19 - , 1tz,Z 1 Y OF TUKWILA. WASHENCI...N LEGALDESQUpTIONS • ' BEFORE TJIE SROIITSUBDMSIOM The'vest halt of the southeast quarter of the southeast quarter of the southeast quarter of the southeast quarter of Section 22. Township 23 North. Range. 4 East. N.M., in King County. Washington: EXCEPT the mouth 30 feet thereof (shove as unplatted Tract S4 on Sunnydale Gardens, Division No. 1). according to the plat thereof recorded in Voluae 25 of Plats. page 'SO. in King County. Washington; TOGETHER WITH the east 5 fiat of the southeast quarter of the southwest Quarter of the southwest Quarter of the southeast quarter of th.'south.ast quarter of Section 22, Township 23 North. Range 4 East. W.M.. in Ring County. Washington: EXCEPT County Road. AMR THE SHORTSUBDIVISIOM Sae. 74917rCer=b This spur noose for rroudrr a tee Returner • Dept. of Community Development ?Wuxi% Division CityotTukwga 1100 5outhersuer iouirrard TuksrilkWashington 96165 APPROVAL Reviewed and approved by the Short Subdivision Committee cid hereby cera. fled filing G Y A9M.. Shad Subdivision Committee DEPARTMENT OF ASSESSMENTS Exiatiaed and approved this — a_ day of--41-‘a-_-.19.1 41 err n4. l'.. Deputy Assessor sa33.v. 1'w• PaBt --� e( _ 6P3 - Ua�?- Land Surveyor's Certificate. Short Plat correctly represents a survey made by me or ?' i?:•ondermydimtioninconformancewiththerequirementsof ;. pro date State statute cad has. pro • y stalled: • • • Name: ' Date 3 —�3 - �`� ► Certificate 14o. B394 3 g n NOTE: 1.) 'Sprinkler systems which meet City codes must be approved prior to issuance' of building permits for any home located more than 257 from a fire hydrant.' RECEIVED .. .... 2. }•Due to soil conditions on site, storm drainage will be addressed through infiltration.' • MAR 213194 DA;MMUNITY DEVELOPMEN co O • 0 ' I !'4 d' 4A • AIM 0 Short Plat Number .- IG9.7 ' 68�Y • =•biL 4a • wuntott XHI8i -' UN' 3b45W- Ib4.6L' rr • WL5 : I"s.501 R• AIL wea C AA � OF suFiO=t 50,000 18. .30' P2IVO4E. gong Ylt ss,fiat =ss U•itt EASE:ma ato MGRts s lI 3:_ t .semvtc-x.Lnsts • =APED • INTO a "MAUJ • E•sism NG 6' PV.C. StwE.R. Cot•1ti6C-ttow Map on File in Vaunt Direction: , Scale 1 111, 50 ' Stamp: Page —2 of i • ALSO: 40 y6 S. /co?^' PARCEL "A" The South 120.00 feet of the following described parcels. The West half of the Southeast quarter of the Southwest queues of the Southeast quartet of the Southeast quarter of Section 22, Township 23 North, Range 4 East, w.M, in King County, Washington; EXCEPT the South 30 feet thereof (shown as nnplatted Tract 54 on Sunnydale Gardens, Division No. 1), according to the plat dtereof recorded in Volume 25 of Plats, Page 50, in King County, Washington; TOGETHER. WITH the Eut 5 feet of the Southeast quarter of the Southwest quarter of the Southwest quarter of the Southeast quarter of the Southeast quancr of Section 22, Township 23 North, Range 4 East, W.M.. in King County, Washington; EXCEPT County Road. Subject to and together with an casement for ingress, egress and utilities over, under and across that pardon of the West half of the Southeast quartet of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North. Range 4 East, W.M., in King County, Washington described as follow • Beginning at a point on the East line of said subdivision which bean North 04 East 30.00 feet from the Southeast comer thereof Thence North (4937" East 233.00 feet Thence North 8410'23' Vfcst 20.00 feet Thence South d'4927* West 24.01 feet to a point of curve from which the radio( center bean North 8(1 023• West 4050 feet Thence Southwesterly along the arc of said curve concave to the right 63.94 feet through a central angle of 9(12742 "; Thence North 8(42'41" West 24.13 feet Thence South 1 1719 West 20.00 feet Thence South 8 East 14.95 feet to point of curve from which the ndial centre bears South f1729" West 40.50 feet Thence Southeasterly along the are of laid enrve concave to the right 63.29 feet through a antral angle of 8¢3218"; Thence•South d'49"37" West 104.62 feet to a point of curve from which the radial center bears North 89 West 25.00 feet . Thence Southwesterly along the are of said carve concave to the right 39.47 feet to a cusp of curve; Thence South 68'42'41' East SS.20 feet to the Point of Beginning. The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. ._. NORTHSHORE LAND SURVEYING Ye 19706 80th. Ave. N.B. Bothell, Washington 98011 (206) 483 -1020 TRACT "B" The North 65.00 feet of the South 185.00 feet of the following described parcels. The West half of the Southeast quarter of the Southwest quarter of the Southeast quarter elute Southeast quarter of Section 22, Township 23 North, Range 4 Eau, WM, in King County, Washington; EXCEPT the South 30 feet thereof(shown as unplattcd Tract 54 on Sunnydale • Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page 50, in King County, Washington; ' TOGEMER VMH the East 5 fearof the Southeast quarter aid= Southwestquarter oldie Southwest quarter of the Southeast quarter of the Southeast quarter of the of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT County Road. Subject to and together with an easement for ingress„ egress and utilities over, under and across that portion of the West half adze Southeast quarter of the Southwest quarter of*: Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, WM, in King County, Washington described as follows•, Beginning at a point on the East line of said subdivision which bears North 14937' East 30,00 feet from the Southeast coma thereof: Thrace North da93r East 255.00 feet; ThenceNorth 89 West 20.00 feet Thence South 44997' West 24.01 fat to a point of curve from which the radial center bears North 811023' West 40.50 feet; Thence Southwesterly along the are of said curve concave to the'right 63.94 feet through a central angle of 9427•42'; Thence North 88 West 24.13 feet; Thence South 1°1719' West 20.00 feet Thence South 88 Eau 14.95 fat to a point of curve from which the radial center bears South f17'19' West 40.50 fat; 73tence Southeasterly along the ate of said Wpm concave to the right 63.29 feu through a central angle of 8132'18•• Thence South 44937' West 104.62 feet to a point of curve from which the radial center bears North 811023• West 25.00 feet Thence Southwesterly along the arc of said curve concave to the right 39.47 feet to a asp of curve; Thence South 8e42'41' East 55.20 feet to the Point of Beginning. ALSO: • 4 14 yfr S. /t o r•• The North 10.00 fat of the South 40.00 feet of the East 70 feu of said subdivision. NOR7"SSHORE.LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483 -1020 .: 493... 1 ALSO: • ygSo S. /to L NORTHSBORE.LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Woshington 98011 (206)483 -1020 . TRACT "C" That portion of the West half of the Southeast quaver of the Southwest quaver of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in ling County, Washington. described as follows; Commenting at a point on the East line of said subdivision which bears North 6'4937' East 213.00 feet from the Southeast coma thereon Thence North 884241' Wat 56:72 feet parallel with the South line of said subdivision to the Point of Beginning; Thence North 88 4V41' Wcst 107.99 facto the West line of said subdivision; Thence North t1'S1'05 *East 114. 82feett° the Northwest comer thereof Therm South 88 East 75.00 feet along the North line of said subdivision; Thence South 0 ° 4937' West 8132 feet; Theutce South 43 East 46.96 feet to the Point of Beginning.. • Subject to and together with an easemeni for ingress, egress and utilities ova, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, WM., in King County. Washington desceibed as follows; Beginning at a point out the East line otsaid subdivision which bears North 6'4937 East 30.00 feet from the Southeast coma &aeo1 Thcau North 6' East 255.00 feet; . Thence North 891023' West 20.00 feet; - Thence South 94937' West 24.01 feat to a point of curve from which the radial center bears North 891023• West 40.50 fat; Thence Southwestcly along the are of said curve concave to the right 63.94 feet through a central angle of 90‘2712"; Thence North 88 ° 4211' West 24.13 feet; Thence South 1 ° 1717 West 20.00 feet Thence South 88 East 1495 feet to a point of curve from which the rad center bears South 1 West 40.50 feet; Thence Southeasterly along the are of said curve concave to the right 63.29 fat through a central angle of 86'3718'• Thence South 6' West 104.62 feet to a point of curve from which the radial center bears North 891023' West 25.00 f Thence Southwesterly along the arc of said curve concave to the sight 39.47 feet to a cusp of curve; Thence South 88 East 55.20 feet to the Point of Beginning. The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. L93 — a0- Sir r • • TRACT "D" ALSO: NORTHSHORE LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483.1020 e/ 5 s.. /4 o T The North 10.00 feet of the South 40.00 feet of the East 70 feu of said subdivision. !'s— That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M.., in Icing County, Washington described as follows; Beginning at i point on the East line of said subdivision which bean North 0 East 215.00 feet from the Southeast comer thereof Thence North 88'4241' West 56.72 feet parallel with the South line of said subdivision; Thence North 43"42'41' West 46.96 feet; Thence>:lorth 064937' East 8132 feet to the North line of said subdivision. Thence South 88'3845' East 89.66 feet to the Northeast caner thereof; Sw• Thence South 01 West 114.63 feet to the Point of Beginning. Subject to and together with an easement for ingress, egress and uduit cs over, under and aaou that portion adz West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section do hereby establish this agreement and convey unto all present and future owner, their heirs and assigns. of all or nay of the foregoing denn3ed out offend. The maintenance of the easement granted and conveyed in short - subdivision of City of 7ukvsfa No. 1:93.0022. O This agreement shall be binding upon all present and future owners of the parcels created under the aforementioned document CV O 1. Sewer line: It is agreed the 2• by 4• lines shall be the responsibility of the N individual owner and the 6• line shall be the joint responsib0ity C of all ponies to pay the cost of any sepsis or mainrcoanee, co • JOINT MAINTENANCE icREEmair Notice is hereby given that Y owner of the following described tract; land; • Pueel A' legal attached u pan of this subdivision. Parcel B• legal attached as pan of this subdivision. Parcel •C legal attached as pan of this subdivision. • Parcel 1)" legal attached as pan of this subdivision. 2.Basement Ao fora It is agreed the costs of keeping the easement roadway auovee condition and m :lull be the r generally at of the puce!: A. B. C. and D. of the ewnen • - • a RECEIVE MR 10 994 eavEto ?two: L93 -41-'- 7e r • DECLARATION: . Know all men by these presents that we, the undersigned, °wnr:Ks/b fie simple and /or contract purchase*/ oftheleadhereindesannddoherebymakaaahor4nibd (yidnm um1 laW31. l9. 060 and adarowledgethatsaid subdivision shaDaotbef urthadNhdedlnanymanner within & p homdate oftecord ,withoatthealingofafinalplat. 11* undersigned f Lath& declare this short plat to be the graphic repro entadon of said short subdivision and the same Is made with the free unseat and aco nlams.wldf the desire of the owner% In witness whereof we have set our hands and seek. Naar Nam,. Nainr N Nary Nam- STATE OF WASHINGTON County ants On this day personally appeared before m. d 4 to me known to be the individual_ dr bed In and who execu tpd the within and foregoing in- strument, and acknowledge that le signed the mane free and vohmtary act and deed, for the uses and purposes therein mentioned. CO GIVEN under my hand and official seal this day of 194 N O Notary Public x of Wpj In 0 in rem: t . � % 4' . �i1,� / .�Gr� /_•, ■ CV 1' • u4 STATE OF WASHINGTON ger Coumry.o! Kle cn On this day ply append before me to me known to be the Individual described in and** a ceaued the within and foregoing In- strument, and acknowledge that __sign-----free ed the same as sad voluntary as and deed. for the uses end Purposes therein mentioned. GIVEN under my hand and offidat seal this day of 19 Notary Public in and for the State of WashIngtoa, iedding at Short Plat Number Ll.3 -0 ? .2 • SIGNATURES . ..'w.. �ra ^ _ Name • • Alb Page_ of —�.__ • r • SEE REVERSE SIDE FOR IMPORTANT INFORMATION PROPERTY 7AX RP10 KEEP' ACCOUNT ER T NUM 0 222304 - 9006 -08 THIS 262777A PORTION BRING ALL PARTS WHEN PAYING IN PERSON • _ _ _ 0 SHAOGHNESSY -HOLE A E 0N0121 SEATTLE 98188 IOT OIOCI( CODE SI:C. 7iV1�UO 22- 23 -04 9006' 2406 23 1 /4 1/ OF O SE S 1 /4 LESS RD 6/4 CO .OF SE PROPERTY ADDRESS 4656 S 160TH.ST 1993 REAL ESTA KING COUNTY S1 SOO FOURTH AVE S H cuRREN1 UIWNOOIS111IUUIION 397:4t 43.19 5 . 14 33.88 1.747.49 Rp hal woe to 043 s Oo..ns.d 11s.]0 m RA 4031.41 Y- COMES 01.10C1JD0r ref .mgr wow .r owIMY r aww+lod W bas d 6r 1a1 paid W SOS 30 Mani w ..a a phi W 000e. 31 or 0 ea0.r ddrow w .odlws l..w waoM. RA A. AMOUNT MAY BE PAID APR. Ln O Ln O rl 01 FAgrarr- 9412050582 LOT Line CONFIRMATION AORBDZAT THIS AGREEMENT entered into this 3 ' day of ,c0eve•+6�� , 1994, between Gregory L. Vandenberg, a single man, (hereinafter referred to as Vandenberg) and TaNN C. 4 vnigium A. TRYLOR , " adjoining owners (hereinafter referred to as adjoining owners). WHEREAS, Vandenberg or his Grantor Lorrain Parsons (hereinafter referred to as Parsons) have recently caused the real property commonly located at 4646 So. 160th St., more particularly described in Exhibit A to be surveyed and subdivided, by short plat #L93 -0022, filed April 11, 1994, into five (5) separate tracts, includinq a private road and utility easement, said short plat and said tracts more particularly described in Exhibit B; and WHEREAS, Vandenberg is the owner of tracts described particularly in Exhibit B. Parsons is the owner of Tract �. WHEREAS, the survey establishing Short Plat •L93 -0022 described in Exhibit B established the actual boundary lines of said real property and of each tract therein, said boundary lines being designated by survey stakes or markers placed by Russell D. Coffelt, Professional Land Surveyor; and WHEREAS, adjoining owners own the real property commonly described as Sf 6 8' 5. /6 o'.b S . 7Z, ko/dif t R.'t 51 (street address) , more particularly described as set forth in Exhibit C, attached hereto by this reference, said property adjoining and adjacent to the Exhibit A and B property; and WHEREAS, one or more of the parties hereto have, for convenience, erected certain fences or other barriers along or adjacent to the actual boundary lines, between the Exhibit A and B properties and the Exhibit C properties; and WHEREAS, for convenience, the fences or other barriers have not always been constructed or located exactly on the actual boundary line, as designated by the Coffelt Survey stakes or markers; and WHEREAS, the parties desire to leave the existing fences or other barriers in place at this time and desire to avoid having to move than at this time to conform to the actual lot lines as established by survey and as described in Exhibits A - C, and at the same time desire to confirm that the actual boundary lines as established by survey and delineated by the survey stakes or markers as designated by the Coffelt Survey constitute the real and actual boundaries of the Exhibit A - C properties, not the fences or other barriers. HOW, THEREFORE, it is agreed by the undersigned parties hereto as follows: • 1. - Actual Boundary Line. The actual boundary lines of the Exhibit A, B, & C properties shall be as set forth in the legal descriptions attached hereto and as located by survey stakes or markers and said survey done by Russell D. Coffelt as set forth in Short Plat 0,93 -0022, Exhibit B. 2. 8cistina Fences or Boundary Markers. The parties agree that any existing fence or barrier or other delineation of boundary other than the actual survey establishing short Plat #L93 -0022 is not the legal boundary or lot line. All parties hereto agree to waive any claim that the boundary is established by any existing fence or barrier or by any marking other than that established by the survey stakes or markers from the survey establishing Short plat 1 L93 -0022. 3. Po Adverse Possession. The parties agree that they vill not claim, adversely, any property or the basis of the location of existing fences or barriers and will only claim property whose boundaries are delineated by the survey of Russell D. Coffelt establishing Short Plat 1L93 -0022, which survey establishes the correct location of the boundary lines between the Exhibit A and B C OD N properties and the Exhibit C properties. C 4. pot an Easement. Nothing herein should be construed as CD creating any easement or other right for either party to maintain 0 a fence or barrier on the property owned by any other party. Any CM fence or barrier erected or owned by a party that is actually located on the property of the other, -is at sufferance only and shall be removed or moved upon request. • 5. peirs. Successors and Assicms. The parties agree that this Agreement shall run with the land and shall be binding on their heirs, successors and assigns. DATED this '3o day of A_ e0e,4. a E& , 1994. �/- Yv -n' DATE 11 30 DATE /- 9 DATE /2 -/- ?1 DATE AMA nIAL Pet/V29 -" LORRA N P OI iS� Al C. TNYe-oR ,./ ii. dai a pi.ci,, R. TO 1 STATE OP WASHINGTON) ss. COUNTY OP ('{1�1 ) On this day personally appeared before known to be the individual described in foregoing instrument, and acknowledged. that free and voluntary act and deed, for therein mentioned. me (Oaq F. Va„d 4e and ho executed the hit. signed the same as the uses and purposes • GIVEN under my hand an L , 19 STATE OF WASHINGTON) as. COUNTY of ici y !Q.Pi' ,4- Dey nELORES A. DANTEIM NOTARY PUBLIC in and for the State of Washington, residing at: ctai III My commission expires: 12-4-17 H On this day personally appeared before meLQtra+n 11. P - oeS me CO known to be the individual described in and who executed the N foregoing instrument, and acknowledged that aLuz signed the same as p Ilk- free and voluntary act and deed, for the uses and purposes C therein mentioned. rl CT '', to i ' !L 3 W � saOTAR,. • :. � • . GIVEN under my hand and official seal this.) day of ' 192 STATE OF WASHINGTON) ss. COUNTY OF AKl ) On this day personally appeared before me known to be the individual described in and foregoing instrument, and acknowledged that 11L _11 free and voluntary act and deed, for the therein mentioned. • NOTARY PUBLIC in and for the • ; ouattc . State of Washington, residing at: 17NA ek- My commission expires: a-4 3 h.1 t.r to me who ex the signed the same as uses and purposes soalvmdmb /yrmt s8. STATE OF WASHINGTON) COUNTY OF Ir1�d4. ) On this day personally appeared before as known -to be the individual described in d y fpregoing instrument, and acknowledged that free and voluntary act and deed, for the therein mentioned. GIVEN under my hand id official seal /Pr r�.APr , 19 N• ARY PUBLIC State of Wash at: My co as on G under my hand and official seal this '" day of to me vho ex toad the signed the same as uses and purposes this f rfr day of seuterr - The west half of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range -4 East, W.M., in King County, Washington; EXCEPT the south 30 feet thereof (shown as unplatted Tract 54 on Sunnydale Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page'S0, in King County Washington; TOGETHER WITH the east 5 feet of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range 4 East. N.M., in King County, Washington; EXCEPT County Road. f • • • • f . RTPLATNUMBER x.93 —. LEGAL DESCIUPTIO S _ BFFORE THE S I R7'SUBDNISIOM • Th. west hall of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range. 4 Last, M.M. in Ring County. Washington; EXCEPT the south 30 feet thereof (shown as unplattsd Tract 34 on Sunnydale Gardens, Division Ho. 1). according to the plat thereof recorded in Volume 25 of Plats. page .5 0. in Xing County, Washington; TOGETHER WITH the east 5 fist of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of the`southasat quarter of Section 22, Township 23 North. Range 4 East. M.M., in Xing County, Washington; EXCEPT County Road. AFTER 7HiE SHORT SUBDIVISION: � 771is trace routed for mother use Returnte: • Dept. or Community Devetopmny PLmhg D•rvision Qty of Tukwila 670X15outhanta fkwlenrd Tukwas. W.shinston 96138 "OF TUKWILA, WA51111161..N APPROVAL Reviewed and approved by the Short Subdividort Committee hereby certi- fied ng 9 of 9 -- Short Subdividon Conordttee DEPARTMENT OF ASSESSMENTS Examined and approved this day of f err m4.4,2 Assessor Deputy Assessor 44 2 s..1 1 eve Page'_ of S L 9 3 - C . - - . 4 . _ • .. • :1 • • r od es • Short Plat Number Certifi cute No. 8394• NOTE • 14 'Sprinkler systems which meet City codes must be approved prior to issuance • • • , • RECEIVED 2.) 'Due to soil conditions on site, storm dcainago will 2 81994 be addressed through infiltration,' C�:.aMUNITY DEVELOPMENT u PAY 36 Ib4.GG' 3 18:( oo g z vi r � tli , : - It91 In re Pai. went= r Nler42.4it,y�„ •• /61. 73 I 4 u�Pl v g a< I,t: S h II 50,0o0 ra. _ ` u.e.cr + X . . . 1 .30 P2IvAE. 2pr►p Fi h 'r eg to 'toe exss,as=st C.A ,--. '� Uiitrry E s °_v.= Zs • N 88 t• ; f��el,o E ( t �W nI`t X�zlc.Ml.! 2 4400 SOF I 70 rd M m � cr Hro ►.lc 11 3.-- I'snrivtos. Loa CS. TAPED DM B'M4UJ EXISTi•NG 4' PVC. .. SEwMtt CoNM Cart ass S:•IG Tif st • land Surveyor's Certificate:. Map on FUe in Vault .0 Short Plat correctly represents a survey made by me or +!.' under mydin: cttonin conformance with therequirmrrntsofop- erection: pro • date State statute d has ,., pro • . y staked: Sole: i" = 5f; Stamp: • Page - 7 — of 3' 5CALS : l" .So •. 1 • 4.64' S. /4e121" PARCEL "A" • • NORTHSHORE LAND SURVEYING 19706 80th. Ave. N.E. • _ 1t•rthell, Washington 98011 • - (206) 483 -1020 The South 120.00 feet of the following described parcels. The West half of the Southeast quaner of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22. Township 23 North, Range 4 East. W.M., in King County, Washington; EXCEPT the South 30 feet thereof (shown as unplatted Tau 54 on Sunnydale Gardens. Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, Page 50, in King County, Washington; TOGETHER wax the East 5 feet of the Southeast quarter of the Southwest quarter of the Southwest quarter of the Southeast quaver of the Southeast quaner of Section 22, Township 23 North, Range 4 East, W.M. , in King County. Washington; EXCEPT County Road Subject to and together with an casement for ingress, egress and utilities over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quaver• of the Southeast quarter of Seedon 22, T up 23 North, Range 4 East, W.M. in King County, Washington despnbcd Beginning at a point on the East line of said subdivision which bears North 0 "4937 • Eat 30.00 feet from the Southeast corner thereo<; Thence North 44937" East 255.00 feet Thence North 8f1073" West 20.00 feet Thence South 0 West 24.01 fat to a point of curve from which the radial center bears North 8?10'23" West 40.50 fat . Thence Southwesterly along the are of said curve concave to the right 63.94 feet through • antral angle of 9d274r; Thence North 842'41- West 24.13 feet; Thence South 1 ° 1719' West 20.00 feet flume South 86 East 1495 feet to a point of curve from which the radial cow bars South f 17'19` West 40.50 feet•, Thence Southeasterly along the arc of said curve concave to the right 63.29 feet through a central angle of 8)3718 "; Theaee•South 44937" West 104.62 feet to a point of curve from which the radial center bears North 85'10'3" West 25.00 feet . Thence Southwesterly along the are of said curve concave to the right 39.47 feet to a cusp of curve; Thence South 8e4741" East 55.20 feu to the Point ofBeginning. ALSO: • The Novh 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. LY.3- grisa_ 37'3 TTtACT "B" The North 65.00 feu of the South 185.00 feu of the following described parcels. The West half olthe Southeast quarter of the Southwest quarter of the Southeast quaver of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT the South 30 feet theeol(shown as unplatted Tract 54 on Sunnydale • Gardens, Division No. 1). according to the plat thereof recorded in Volume 25 of Plats, page 50. in King County, Washington; . TOGETHER WITH the East 5 fcerof the Southeast gustier. of the Southwest quaner of the Southwest quarter of the Southeast quarter of the Southeast quaver of the of Seeded -5Z, Township 23 Nonh, Range 4 East, W.M. in King County. Washington; EXCEPT fount Road. Subject to and together with in casement for ingress. egress and utilities over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter 0(So:don as Township 23 North. Range 4 East WIC, in ring County, Washington described Beginning at a point on the East tine of said subdivisionwhich bears North 0°4937' % East 30.00 feet from the Southeast coma thereof O Thence North 44937 East 255.00 feet; !3 Thence North 81°1 073' West 20.00 feet Thence South O'493• West 24.01 feet a point of Curve from which the radial 5' center bean North 89°1073• West 40.50 tat; Thence Southwesterly along the am of said curve concave to the'right 63.94 feet through a central angle of 942742'; Thence North 84241' West 24.13 feet Thence South 1°1719. West 20.00 feet; Thence South 88 East 14.9.5 feet to a point darn from which the radial center bean South 1 West 40.50 feet, Thence Southeasterly along the ore of said curve concave to the right 63.29 feet through 0.937• West 104.62 feet to a oint of curve ecnter bean North 89.1073' West 25.00 feet from which the radial Thence Southwesterly along the arc of rid curve concave to the right 39.47 feet to a cusp of curve; Thence South 88 East 55.20 feet to the point of Beginning. ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision NORTHSHOBE.LAND SURVEYING 19706 801h. Ave. N.E. Bothell, Washington 98011 • (206) 483-1020 '/G y Sr S. /tor N • L93 —G1osA 1 • TRACT "C" y6So S. /Co Z^' . l That portion of the West half of the Southeast quarter of the Southwest quaver of the Southeast quarter Pith{ Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows, Commencing at a point on the East line of said subdivision which bears North d'49 3T East215.00 feet from the Southeast corner thereof; Thence North 88"42'41' West 36:72 fees parallel with the South line of said subdivision to the Point of Beginning; Thence North 88 "42'41' West 107.99 feet to the West line of said subdivision; Thence Nonh d'S1'05' East 114.82 feet to the 24onhwest egmer thereof . Thence South 88 East 75.00 feet atn. g, North line of said subdivision; Thence South 0 °4937' West 8132 feet; t`•. Thence South 43 ° 4241" East 46.96 feet to the Point of Beginning.. Subject to and together with an easement for ingress, egress and utilities over, under and across that portion of the West Half of the Southeast quarter of the Southwest quarter of the Southeast quaver of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M:, in King County, Washington detailed as follows, Beginning at a point on the East line of said subdivision which bears North 04937' East 30.00 feet from the Southeast corner thereof Thence North d'493r East 255.00 feet . Thence North 801023' West20.00 feet•, Thence South d'4937* West 24.01 feet to a point attune from which the radial crater bears North 89°10'13' West 40.50 feet; Thence Southwesterly along the art of said curve concave to the right 63.94 feet through a central angle of 90 Thence North 88 ° 42'41' West 24.13 feet•, Thence South 1 ° 1T19' West 20.00 feet•, Thence South 88 East 1495 feet to a point of curve from which the radial center bears South f 17'19' West 40.50 feet; Thence Southeasterly along the are of said curve concave to the right 63.29 feet through a central angle of 8132'18"; Then: South 0'493T West 104.62 feet to a point of curve from which the radial center bears North 89102r West 25.00 feet•, Thence Southwesterly along the arc of said curve concave to the right 39.47 feu to a cusp of curve; Thence South 884741' East 55.20 feet to the Point of Beginning. ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. NORTZSHORE.LAND SURVEYING 1970680th. Ave. N.E. Bothell, Washington 98011 (206)483 -1020 L/..3 • S/GSa. 5.. /Core TRACT "D" That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M.. in King County, Washington described as follows; Beginning at a point on the East line of said subdivision which bears North 0°4937' East 215.00 feet from the Southeast comer thereof; Thence North 88 "42'41' West 56.72 feet parallel with the South line of said subdivision; Thence North 43 West 46.96 feet•, Thence North e4937 East 81.52 feet to the North line of said subdivision. Thence South 88'38'45' East 89.66 feet to the Northeast comer thereof Thence South 0 Welt 114.63 feet to the Point of Beginning. Subject to and together with an easement for ingress, egress and utilities over, under and moss that portion of the West half of the Southeast quaver of the Southwest quarter of the Southeast quarter of the Southeast quarter of Secdon 22. Township 23 North, Range 4 East, W.M., in 'Clog County, Washington described as follows; Beginning -at a point on the East line of said subdivision which bears North 0 6 4937' East 30.00 feet from the Southeast comer thereof Thence North 0 East 255.00 feet; Thence North 81f 1023" West 20.00 feet; Thence South 44937' West 24.01 feet to a point of curve from which the radial emu :bears North 89 West 4050 feet; Thence Southwesterly along the are of said curve concave to the right 63.94 feet through a central angle of 9427'42'; Thence North 88 9 42'41" West 24.13 feet; Thence South 1 ° 1719' West 20.00 feet; Thence South 88 East 14.95 feet to a point of curve from which the radial center bears South 1°17'19' West 40.50 feet; Thence Southeasterly along the arc of said curve concave to the right 63.29 feet through a central angle of 89 . Thence South 0 West 104.62 feet to a point acorn front which the radial center bean North 89'10'23' West 25.00 feet Thence Southwesterly along the are of said curve concave to the right 39.47 feet to a eusp of curve•, Thence South 88 °42'41' East 55.20 feet to the Point of Beginning. • ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. NORTBSBORE LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483 -1020 • ..• STATE OF WASHINGTON County of King CS? this daYPssensY Waled bean ildIt • 4■Met0 • :"":777.7a1 • J OWL MAINTENANCE AGREEMENT Notice is hereby given that y0.. .� (�^�.�.:. [- owners of the following desc ibed tracts ° • Parcel 'A' legal attached u part of this subdivision. Parcel '13' legal attached as part of this subdivision. Pasel'C' legal attached u part of this subdivision. Paul 1:1' legal attached u put of this subdivision. gab do hereby establish *is agreement and convey unto all present and farm owners. their heirs and assign, of all or any of the foregoing described tract of land The maintenance of the euemott granted and conveyed in short - snbdivision of City of Tukwila No. 1.93-0022 This agreement shall be binding upon all presort and future owners tithe parcels created under the aforementioned document. • 1. Sewer line: It is agreed the 2' by 4' lines shall be the responsibility of the individusl owner and the 6' line shall be the joint responsibility of all puties to pay the cost of any repair or maintenance. 2. Easement Roadway. It is agreed the costs of keeping the easement roadway for Ingress and egress in a state of good repair and generally attractive eoadition and shall be the responsibfity of the owners of the parcel A, B. C, end D. Me 10 S9' CEVELOPIttitit 413 -ct7% -} 7ef r e • 1 . 5 56.° 5 lOT LINE CONFIRMATION AGREEMENT - THIS AGREEMENT entered into this ai of £/atht; -.- , 1994, between Gregory . Vandenberg, a single man, (hereinafter being designated by survey stakes or markers placed by Russell D. Coffelt, Professional Land Surveyor; and WHEREAS, adjoining owners own the real property commonly described as 41t 2 Z S. /4orN sr: S,GirrnE u/A• ?P /A (street address), more particularly described as set forth in Exhibit C, attached hereto by this reference, said property adjoining and adjacent to the Exhibit A and B property; and WHEREAS, one or more of the parties hereto have, for convenience, erected certain fences or other barriers along or 81tl SID O.= MO 9111 pOtEps01 OSO-521 alb referred to as Vandenberg) and 1. LEiNN M.'7nAeGY 19. ANDRE56 .I 3 adjoining owners (hereinafter referred to as adjoining owners). A WHEREAS, Vandenberg or his Grantor Lorrain Parsons (hereinafter referred to as Parsons) have recently caused the real property commonly located at 4646 So. 160th St., more particularly described in Exhibit A to be surveyed and subdivided, by short plat OL93 -0022, filed April 11, 1994, into five (5) separate tracts, including a private road and utility easement, said short plat and >3 said tracts more particularly described in Exhibit B; and WHEREAS, Vandenberg is the owner of tracts described particularly in Exhibit B. Parsons is the owner of Tract �. WHEREAS, the survey establishing Short Plat 01,93 -0022 described in Exhibit B established the actual boundary lines of said real property and of each tract 4 •t� lp •r. • • • L :1 "•' "adjacent to the actual boundary lines, between the Exhibit'A and B properties and the Exhibit C properties; and WHEREAS, for convenience, the fences or other barriers have not always been constructed or located exactly on the actual boundary line, as designated by the Coffelt Survey stakes or markers; and WHEREAS, the parties desire to leave the existing fences or other barriers in place at this time and desire to avoid having to move them at this time to conform to the actual lot lines as established by survey and as described in Exhibits A - C, and at the same time desire to confirm that the actual boundary lines as established by survey and delineated by the survey stakes or markers as designated by the Coffelt Survey constitute the real and actual boundaries of the Exhibit A - C properties, not the fences or other barriers. NOW, THEREFORE, it is agreed by the undersigned parties hereto as follows: 1. Actual Boundary Line. The actual boundary lines of the Exhibit A, B, & C properties shall be as set forth in the legal descriptions attached hereto and as located by survey stakes or markers and said survey done by Russell D. Coffelt as set forth in Short Plat #L93 -0022, Exhibit B. 2. Existina Fences _pr Boundary Markers. The parties agree that any existing fence or barrier or other delineation of boundary other than the actual survey establishing short Plat #L93 -0022 is not the legal boundary or lot line. All parties hereto agree to waive any claim that the boundary is established by any existing // - 30 -7 f DATE 11 - 3o - 9 y DATE /z -/ -9� DATE DATE • • fence or barrier or by any marking other than that established by the survey stakes or markers from the survey establishing Short plat # L93 -0022. 3. No Adverse Possession. The parties agree that they will not claim, adversely, any property or the basis of the location of existing fences or barriers and will only claim property whose boundaries are delineated by the survey of Russell D. Coffelt establishing Short Plat #L93 -0022, which survey establishes the correct location of the boundary lines between the Exhibit A and B properties and the Exhibit C properties. 4. Not an Easement. Nothing herein should be construed as creating any easement or other right for either party to maintain a fence or barrier on the property owned by any other party. Any fence or barrier erected or owned by a party that is actually located on the property of the other, is at sufferance only and shall be removed or moved upon request. 9. Heirs. Successors and Apsians. The parties agree that this Agreement shall run with the land and shall be binding on their heirs, successors and assigns. DATED this .7 of Ad !/,cMBAI , 1994. w • STATE OF WASHINGTON) COUNTY OF 1611 ) s s. 03 In 0 in O GIVEN At ' 1 NO./Chlhe/ under . � s + � � 9- s s. On this day personally appeared before known to be the individual described in foregoing instrument, and acknowledged that free and voluntary act and deed, for therein mentioned. ,.„ .,.,,GIVEN under my hand and official seal this 3() day of n ; w.. 0 ` ••• � . vas •■ • . F °•. wes�'„�•. . N om' STATE OF WASHINGTON) ss. COUNTY OF ki %3 ) On this day personally appeared before known to be the individual described in foregoing instrument, and acknowledged that free and voluntary act and deed, for therein mentioned. STATE OF WASHINGTON) COUNTY OF lC/ ) On this day personally appeared before known to be the individual described in foregoing instrument, and acknowledged that free and voluntary act and deed, for erein mentioned: me (p /Fg F. Crltome and who executed the Ad signed the same as the uses and purposes A 4a.1.-- MARLS A. DANIELS NOTARY PUBLIC in and for the State of Washington, residing at: 1 OICu)i a My commission expires: (2-1 meiprnto H Pws,')0 me arrd who executed the signed the same as the uses and purposes my hand and official seal this 333 day of -- 4244; D Y ,N C— — D WRESA Dimas AR LI C in and for the State of Washington, residing at: r l oktu l_ My commission expires: 1Z-9-1/ me 1 ) ) ti A And c ' e d Who executed the signed the same as the uses and purposes :I 0) • GIVEN under my hand and official seaT'th3s' "" � •• day of DPC_AM3•er , 1 . 4:0011e;•-.Y.,,\ j RIM 4 y.x2+....4.+ ▪ DE[ARF L DAN! IB '.J • s NOTARY PUBLIC in and for the 1d " e o • o ? State of Washington, residing ':° ou5 at: '�Ulh a ��41 My commission expires: 12 - '• YNNNN. N. STATE OF WASHINGTON) ss. COUNTY OF ) d' S' On this day personally appeared before me Glenn m• , to no known to be the individual described in and who executed the foregoing instrument, and acknowledged that M.. signed the same as {a free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 1S day of ��N Lleff ., bor , 19 _y. o� svoo y! z8 A DA-,— LOPF A DANIEL9 ir ^ t aors : ; �, : NOTARY PUBLIC in and... for the ,, State of Washington, residing o at: 7T.IEft)!1's. M ° A ' . ' r ..9 -o 0 My commission expires: (2- -9-'77 • WASN O ' recivaadanb /ayraaoc The west half of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range.4 East, H.M., in King County, Washington; EXCEPT the south 30 feet thereof (shown as unplatted Tract 54 on Sunnydale Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page*50, in King County;, Washington; TOGETHER WITH the east 5 feet of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of the'southeast quarter of. Section 22, Township 23 North, Range 4 East, W.M., in King County, Washington; EXCEPT County Road. • \) LEGAL DESCRIP'fONS BEFORE THE_SHORT SUBDJVISJON: The'west halt of the southeast quarter of the southwest quarter of the southeast quarter of the southeast quarter of Section 22, Township 23 North, Range.4 East. M.N., in Xing County, Washington: EXCEPT the south 30 feet thereof (shown as unpletted Tract S4 on Sunnydale Gardens, Division No. 1),•according to the plat thereof recorded in Volume 25 of Plats. page'S0, in King County, Washington; TOGETHER WITH the east S filet of the southeast quarter of the southwest quarter of the southwest quarter of the southeast quarter of theraoutheast quarter of Section 22. Township 23 North. Range 4 . East. M.H., in King County, Washington; EXCEPT County Road. AFTER THE SHORTSUBDNJSION: f l+RT PLAT NUMBER /93 Z2Y - OF TUKWILA, WASHR/161 .N 74P7 c 4 d — nit spare raerod for menders we Return to • Dept. of Come a Ally Development Planning Division - City oiTuti„aa aoo Southeea to Iloulevaid Toledo, Washington .98185 APPROVAL 'Reviewed and approved by the Short Subdivision Committee snd hereby certi- fi f5 filing , f. i day of e'er rJ ,19QZ. airman, Short Subdivision Committee DEPARTMENT OFASSESMENTS Examined and approved this --6—.day of A..it. 19.Z►e. Se g• rr ;Aro c. Deputy Aneeneen aa • /eye' Assessor Page_. of S as 493 — • • 1 NOTE: 1.) "Sprinkler systems which meet City codes must be approved of building permitt for any home located more than 230' from a 2.) "Due to soil conditions on site. storm drainage will be addressed through infdtration." • • CC 1 U bIr3h'45%1-1 It04.6L' rzr„ r NA:gesso 41r wvioaLL • Llad Surveyor's Certificatc. •A:21tis Short Plat Correctly represents a 'survey made by me or undermy direction in conformance with the requirements of ap- aE: pro date State statute d has ' pro y staked. • Da Certificate No. 8394 ar- t fem uluES. : TAPED INTO ey G PC. StvrE.R. CottliECii olJ • S 160 1 )1 ST; • stamp: - t; r- prior to issuance'. fire hydrant.“ RECEIVED MAR 2 8 1994 c„;.ArAuNrry DEVELOPMENT • • 101) WAILS Map on Re in Vault Direction: smic r.so l i2 MI weimet o 5ttatue,g_ clUNISL6 51~47" WAD° 18. • , TRA.c. X PRIVATE ROM:a "nictzss,saimst u-lit rry Sc l Page '''"" Of S. • q-o 44 S. /4o7" ._ NORTHSHORE LAND SURVEYING 19706 80th. Ave. N.E. Bothell, Washington 98011 -• (206) 483 -1020 • PARCEL "A" The South 120.00 feet of the following described parcels. ,. The West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, W.M, in King County, Washington; • EXCEPT the South 30 feet thereof (shown u unplatted Tract 54 on Sunnydale Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, Page 50, in King County, Washington; TOGETHER WmTli the East S feet of the Southeast quarter of the Southwest quarter of the Southwest quarter of the Southeast quarter of the Southeast quaner of Section 22, Township 23 North, Range 4 East, W.M„ in King County, Washington; DCCEPT County Road. • Subject to and together with an easement for ingress, egress and utilities over, under and across that portion of the West ballot the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section as Tow s•, p 23 North. Range 4 East, W.M. , in King County, Washington described Beginning at a point on the East Tau of said subdivision which bean North 0 ° 493 • 7• el East 30.00 feet from the Southeast corner thereat; N 00 Thence Borth 14937` East 255.00 feet; • Thence North 811073' West 20.00 feu; N. Thence South 0 West 24.01 feet to a point of curve from which the radial center bean North 811023" West 40.50 feet Thence Southwesterly along the arc of said curve concave to the right 63.94 feet through a central angle of 91'2742'; se Thence North 8642'41` West 24.13 feet•, • Thence South f1719' West 20.00 feet, Thence South 3r4211` Eau 14.95 feet to a point of curve from which the radial center bean South f1719" West 40.50 feet; Thence Southeasterly along the are of said earn concave to the right 63.29 feet • tluough a central angle of 81321 Thence South d'4937 West 104.62 feet to a point of curve from which the radial center bean North 8110'23" West 25.00 feet; . Thence Southwesterly along the arc of said curve concave to the right 39.47 feet to a cusp of curve; Thence South 8142'41" East 55.20 feet to t Point of Beginning. ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. a ALSO: VC 4 / S' S. /c or,"' • NORMSBORE -LAND SURVEYING ' : 19706 30th. Ave. N.E. • • Bothell, Washington 98011 (206) 433 -1020 TRACT "D" The North 65.00 feet of the South 185.00 feet of the following described parcels. The West half of the Southeast quarter of the Southwest quarter of the Southeast quancr of the Southeast quarter of Section 22, Township 23 Nonh, Range 4 East, W.M., in King County, Washington; EXCEPT the South 30 feet thereof(shown as unplaned Tract 54 on Sunnydale - Gardens, Division No. 1), according to the plat thereof recorded in Volume 25 of Plats, page 50, in King County, Washington; TOGETHER WITH the East 5 fcefof the Southeast qtu ter•of the Southwest quarter of the South'west quarter of the Southeast quarter of the Southeast quarter of the of Section 22Township 23 North, Range 4 East. W.M.. in Xing County, Washington EXCEPT County Road. Subject to and together with an easement for ingress, egress and utilities over, under and across that portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quarter of Section 22. Township 23 North, Range 4 East, W.M., in IGng County, Washington described as follows; Beginning at a point on the East line of said subdivision which bears North d4937• East 30.00 feet from the Southeast coma thereof: • Thence North (493r East 255.00 feet: Thence North 811023" West 20.00 feet; Thence South tr4937" West 24.01 feet to a point of corn from which the radial center bean North 811023" West 40.50 feet; Thence Southwesterly along the arc of said eurrve concave to the'right 63.94 feet through a central angle of 9427'42 "; Thence North 88 West 24.13 feet; Thence South 1 ° 1719' West 20.00 feet; Thence South 88 East 14.95 feet to a point of cwve front which the radial center bean South 1°1719' West 40.50 feet Thence Southeasterly along the are of said curve concave to the right 63.29 feet through a central angle of 8132'18 "; Thence South 44937' West 104.62 fat to a point darn from which the radial center bears North 811023" West 25.00 feet; Thence Southwesterly along the arc of said curve concave to the right 39.47 feet • to a cusp of curve; Thence South 88'42'4 j East 55.20 fat to the Point of Beginning. The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. L93 —AO3A- y7 8. ;. 1 • TRACT "C" 44So S. /Go L~ That portion of the West half of the Southeast quaner of the Southwest quarter of the Southeast quern :rot the Southeast gums of Section 22, Township 23 North, Range 4 Fait, *.M., in King County, Washington, described as follows; Commencing at a point on the East line.of said subdivision which bean North 0 East 213.00 feet from the Southeast comer thereof; Thence North 88 West 36:72 feet parallel with the South line of said subdivision to the Point of Beginning; Thence North 88'42'41' West 107.99 feet to the West line of said subdivision; Thence North 431'03" East 114.82 feu to theNorthwest corner thereof; Thence South 68'38'40' East 73.00 feu along the North Line of said subdivision; Thence South 0 ° 4937" West 81.32 feet; Thence South 43 East 46.96 feet to the Point of Beginning. • Subject to and together with an easement for ingress, egress and utilities over, under aid across that portion of the West half of the Southeast quarter of the Southwest quarter dike Southeast quarter of the Southeast quarter of Section 22, Township 23 North, Range 4 East, WM, inKing County, Washington described as follows; Beginning at a point on the Eau line of said subdivision which bears North 0°49 f) East 30.00 feet from the So» theast comer thereof; (iD Thence North 0 East 255.00 feet; . IN Thence North 8f10•23" West 20.00 feet; - O Thence South 4'4937' West 24.01 feet to a point of curve from which the radial 11, center bears North 80'1073' West 40.50 feet; O Thence Southwesterly along the are of said curve concave to the right 63.94 feu N • through a central angle of 90"1742 "; ; Thence North 88 ° 4741" West 24.13 feet • Thence South 1 ° 1719' Weat 20.00 feet • Thence South 88 ° 42'41" East 14.95 feu to a point of curve from which the radial center bean South 1 West 40.50 feet; Thence Southeasterly along the arc of said curve concave to the right 63.29 feu through a central angle of 8'32'18 °, • Thence South X4937' West 104:62 feet to a point of curve fbm which the radial center bean North 81'1023" West 25.00 feet•, Thence Southwesterly along the are of said curve concave to the right 39,47 feet to a cusp of curve; Thence South 8842'41' East 55.20 facto the Point of Beginning. . ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feet of said subdivision. NORTHSRORE.LAND SURVEYING. 19706 80th. Ave. N.E. Bothell, Washington 98011 (206) 483 -1020 . ' TRACT „D„ That portion of the West half of the Southeast quarter of the Southwest quarter of the Southeast quarter of the Southeast quartet of Section 22, Township 23 North, Range 4 East. W.M.., in ICing County, Washington described as follows•, Beginning at i point on the East line of said subdivision which bean No 0 ° 4737• East 215.00 feet from the Southeast comet thereof; Thence North 88 We 56.72 feet parallel with the South lint of said subdivision; Thence North 43'42'41' West 46.96 tat; Thence North tf4937' East 81.52 feet to the North line of said subdivision. Thence South 88 East 89.66 feet to the Northeast comer thereof; Thence - South 0 ° 49.77' West 1I4.63 feet to the Point .ofBeginning. Subjeet,,fo and together with an casement for in under did across that portion of the West half of the and adheres over, Southwest quarter of the Southeast quarter of the Southeast quarter of Section as 22, Township-23 North, Range 4 East, Wirt. in King County. Washington described Beginning it a point on the East line of said subdivision which bears North 0 East 30.00 feet from the Southeast comer thereof Thence North 0 East 255.00 feet; ty a) Thence Thence North 89'1023' West 20.00 feet; • cotter b North 89°1023' West 40.50 tcei of curve from which the redid O in Thence Southwesterly along the are of said curve concave to the right 63.94 feet II through a central angle of 942742'; N vlut Thenc South 1 7 West 20.00 feet t: . Thence South 88 East 14.95 feet to a point of curve from which the radial II hia • cutter bears South 1 We 40.50 feet; Thence Southeasterly along the are of said curve concave to the right 63.29 feet .Thence South 0 West 104.62 feet to a point of curve center bears North 89°1023' West 25.00 fee4 from which the radial Thence Southwesterly along the are of said carve concave to the right 39.47 feet to a cusp of curve; Thence South 88 East 55.20 feet to the Point of Begi • - ALSO: The North 10.00 feet of the South 40.00 feet of the East 70 feu of said subdivision. 19706 1l ESHORE LAND SURVEYING Bothell, Washington 98011 (206) 483 -1020 t ,r2. 5. /G oth co 0 C w t CPI • • Name Namr Short Mat Number LA 3 - 0* Zb SIGNATURES DECLARATION: . Know a ll menby th e presents that we, the undersigned, owners) kn rte simple and /or contract purchases( s) ofthelandhereindesaibeddoherebymake &shortsubdtylaionthereaIp muantto >1c'WSA14.d60 and acknowledge that said subdlvislonshallnotbe further divlded inanymanner within a period offiveyears,from demo/ record,withoutthe filing of a finalplat. 2heunderslgned further dedare this short pkt to be the graphic representation of said short subdivision and the same is made with the free consent and in accordana.wlth the desire of the owner(s). In witness whereof we have set ow hands and seals. Namr -QMA/ Name• • Nam. - Name- Namr Nam STATE OF WASHINGTON County of long On ads day personally appeared before vv. 4t s' A • to me known to be the individual drisaibed in and who exec the within and foregobg in- strument, and adawwledge that signed the same alb tm and voluntary ad and deed, for the uses and purposes therein mentioned. GIVEN under my land and official seal this! d. dry of , 19 Notary Public in. . ; of W n residin STATE OF WASFIDVGTON County.of ling -residin at - Page_ of • 1 JOWr MAINTENANCE AGREEMENT Notice is hereby given that Y0-14e2-... zQ owners of the following desenbed tracts ofland:* Parcel 'A legal attached as part of this subdivision. Parcel B' legil attached as part of this subdivision. Parcel 'C legal attached as part of this subdivision. Parcel "A" legal attached as pan of this subdivision 1. Sewer line: It is agreed the 2' by 4' lines shall be the responsibility of the individual owner and the 6' line shall be the joint responsibility of all patties to pay the cost of any repair or mainttsana. 2. Easement Roadway. It is agreed the costs of keeping the easement roadway for ingress and egress in a sure of good repair and geaenlly attractive condition and shall be the raponsibility of the owners of the parcels A,$. C. and D, alb • do hereby establish this agreement and convey noto all present and future owners, their heirs and assigns, of all of any of the foregoing desenbed met of land. The maintenance of the casement granted and conveyed in short subdivision of City of Tukwila No. L93 -0022. This agreement shall be binding upon all present and future owners of the parcels created under the aforementioned document . KKR 101994 • X/41131r C.. 9 5. /46=6- 57; Seez Um6C VOIDUCIA 111; . GLENN M. ANDRESEN AND MARGY A. ANDRESEN, HUSBAND AND WIFE 3. The land referred to in this commitment is described as follows: THE EAST 1/2 OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTH 112 OF THE SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OP SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST W.144 EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THE SOUTH 164.76 FEET; • • . • e proposed development at: 4646 south 160th street 2223049044 9502270132 • ter' % Street Address Chy of Tu Public Works Director STATE OF WASHINCTON COUNTY OF - n .'r Il . City of Tukwila On this day personally ap¢eared before me known to be the individualls) described In and he/ she /they signed the same as his /her /their Department of Publle Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 433.0179 d .CO OUTlic � BLVD. TUKWILA, WA 88x9 Water System No- Protest Agreement /‘: r, ` - Parcel 14. aa?a 3a`/ 90W adds to the cumulative need for domesdc and fire flow water service. The result of continuing development will be the need to undertake water system Improvements that will provide for adequate service. The proposed development propercy Is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.1.D. tounation. The owner will pay a proportionate fair share to fund system Improvements prior to connecting to a newly constructed system U other than LLD. or U.LI.D. funding sources are utilized. . This ?rrer'manr chalk be bin u ^ten the 'art e: The r erpe t vc le"p-1 rep ro to 1 cz +..+ . , zrz creep successor, and runs with the land. This agreement shall be recorded by the Cry Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's prorate share for protected costs. These costs will be made available to the 9wner upon written request to the Public Works Director. Phone 7 7i p /1 .s r t i t.. 5 /1 Date City /State /"Lip Date /i r /f, i r-� - • • ,tome who executed the within and foregoing inftrument, and acknowledged that free and voluntary act and deed, for the uses and purposes therein mentioned. Given udder my hand and offic�ll seal ';� this ,r. day of 1' .1 rY.'.. _ . c .> 19 / /_ • S k • Notary Public to ar for the State of WIshington, • residing at:'" Nil, i 4 ,.• /•, a ,., ' 4 4 • t¢ /f(, 1✓r' 'T - I ` • { 1 1 . 2. 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.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly swom and upon oath states as follows: ss I am the current owner of the property which is the subject of this application. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its ain ployees, agents, nginee , contractors or other representatives thg right to enter upon Owner's real property, located at 4- b 60 `' Si I W 1 to 1AtA- for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. EXECUTED at I -e_ U n . e.. (city), WA (state), on On this day personally appeared before me &i/ f • T PLAt\.) executed the foregoing instrument and acknowledged tha she signed the same as purposes mentioned therein. 40epee*4 sysirc re SUBSCRIBED AND SWORN BE i U MEy6T •• GOM M • FAA (Print Name) { l li4 � d t o PL fl xu-e_ 0,17709- (Address) .2-Vo _ �rSS� — 724 of • 1 C� yNOJ'AR * ; , resiDir g • • Lon 0 nissi ''•p WAS \A \ \a oo °�' 414 •0118POSOS O (Phone Number) (Signature) DAY OF tBN P `T4 N QI ,20OS to me known to be the individual who er voluntary act and deed for the uses and IC inpp &A f l of Wash in 9-0 iV I on expires on O6/ //8`Q(5 RECEIVED PJUL' 21 2005 COMMUNITY DEVELOPMENT ,20 Cif— Owner Information:; Agent/Contact Person:': Owner Name: Ben Tran Agent/Contact: Phil Dankes - Skyline Properties Owner Address: 4646 So 160th St., Tukwila, WA 98188 Agent Address: 606 120th Ave NE Ste D204 Owner Phone: 206- 354 -7253 Contact Phone: 425- 891 -6756 cell# Part A: To be completed b applica This certificate is for the purposes of: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 4646 So 160th BUILDING PERMIT CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: ❑ COMMERCIAL INDUSTRIAL ❑ REZONE Owner /Agent Signature PART B: To Be completed by water utility I. The proposed project is within 2. 151 No improvements required. 3. I hereby certify that the above information is true HIGHLINE WATER DISTRICT / 206 -824 -037 By Agency /Phone Permit Cent uilding Division: 206 - 431 - 3670 Public Works Department: 206 - 433 - 0179 Planning Divisio ECEIVED 206 - 431 -36 PJUL 21 2005' COMMUNITY DEVELOPMENT Two SFR - 1 existing & 1 new ❑ PRELIMINARY PLAT 0 SHORT SUBDIVISION Estimated number of service connection and water meter size(s): 2 - 1 existing & 1 new 3/4" service Vehicular distance from nearest hydrant to the closest point of structure is 50' +- Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT (attach map and legal description showing hydrant location and size of main):. district TUKWILA ❑ OTHER Date /King The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 3462.19 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project ] Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. ] System is not capable of providing service to this project THOMAS K OWN DISTRICT ENGINEER (City /County) j f 6/29/2005 Date Print Report for 4646 S. 160th St. @ hydrant #H2127 ID Date: Wednesday, June 29, 2005, Time: 11:10:45, Page 1 Static Pressure (psi) Fire -Flow Demand (gpm) 4640 71.83 1,000.00 Residual Pressure (psi) 66.02 3,462.19 Available Available Flow Flow @Hydrant Pressure (gpm) (psi) 20.12 ) ,V396,1,71 4 15825 1 1 1583'5.5 5 739635 2 — cv J 15843 S, 57396373 4119 ,73 339 15859 563594'56( 04795 0 c0 N PO �� N Ch in in 15 10 3 in > I 82 IH2128 r` � ev qa W M o h 0 1- ca V1.538 AI rn N c0 0 16018 U IM 1'2075 n co 30 N N ) CO V1537 tO M go 3.5 95.27 1 5834 4 5 2 57396092 1 5842 57396089 o cfl 122. Nib N � o If.I LOT V o CD , " CD N 1 16013 o LC: 2 g N • 56357466 0_ 16019 1 c I ) 3 CD Y 56357467 8 "AC V4892 ILO:TA o LOT: L ID t Li) C Lo fl: 2 co in to ire ° LOTiB �� Cki * 55803635 a N M X ▪ W • � o IW ~ z I l.0 LOT A PARSON'S SHORT PLAT 55 57396/13 160 5635 15909 54175632 8" AC 1 2:5 � tr rl H212; > .n 1 16006 56357714 2 160 563577 329.26 1 110 "h CO CID Pr) 164.63 164.77 120 13 c0 CO 1:100 N M CO 56357717 16013? 1 o 16015 V4893 r V1535 CV J O IO 1 55 H2126TUd LA 0 1 16002 05 M1437 rn tD 56357335 ui 0 216010 56357446 w ° 3 16016 56357381 CRYSTAL SPRINGS PARK CITY OF SEATAC M15424 S. 160TH ST. RD. 343 TUKWILA ORD. 312 1C01N1 75 599.07 81.5 H2 81:52 25 M � 00 � n ■4 o CI) Date: 6/29/2005 Section .# NE27 -23 -04 Page i #r 85 D. i P it Service Installation Size 3 /4 M eter Hang n Size # ERU's 1 See Notes iervice Address: 4646 So 160th St Tukwila 98188 Plat Name Lot # Qwn'er Ben Tran Phone# 206-354-7253 E =Mail Address Fax.# Agent Phil Dankes Pfon:e# 425-891-6756 Mailing Address City Zip Service Installation / Meter Hang & Facility Fees litemized Amount 'Notes: New services to be charged time and materials for installation. A bid for service installation will be provided when service is requested. All fees must be paid prior to service installation. LFC - previously paid Service Installation $o.00 S ee A�ttae`iie�dEstmate General [Facility Charge $2,100.00 1 ©s0© ERU S X $2, 1�.0. _ o _SF X $.40..per SF Local Facility Charge moo Meter Hang Fee $0.00 MXU $0.00 Other $o.00 Total Due: $2,100.00 Customer Notified By Polly PROPOSED USE: SFR NOTES: Prepared'By: Polly Dai• - Bate 6/29/2005 Reviewed By: Tom Keown 1 -Date 1– S - ci s Thomas Keown, P.E., Co struction /Operations Department Manager HIOLINE WATER DISTRICT 0 Meter Application /Statement of Charges FUTURE PartsA (To Be KC ompleted . by Applicant) . s. . -:. ,. . �,. Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ,Short Subdivision ❑ Rezone Proposed Use: a Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: . 6. Ai /, q n / Phone: C1 S> 8'9 / 6, 7 S - 6 - piic Property Add ss or Approximate Location: Tax Lot Number: / �� S /6,0 Sr aaa 3 o4f - 9v Legal escription(Attach Map and Legal Description if necessary): 4 kut A oil' CL+1/ o4 I ctiKw,c.A SP - L 93- voaa sPa rtB 1t (To °Be Complete'd by SewerAgency 1. U a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. ORV b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ® (3) other (describe): 1 WJ +. ji 4'r7 euv if 4 /I ✓e /v 'p s Ter^, l e 2. (Must be completed if 1.b above is checked) P a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. P a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required ®May a Required c. Other: j e- �� o ' r i ge-eV/ -t / rGG ni «- re—, 4 4 oee-e 7 By 14816 Wiry Road Sou% P.O. Bo550 1A CCEIVE0 Tukwila, WA 98168 Phone: (206) 242 -3236 J UL ,2 1120051 Fax: (206) 242 -1527 RTIFICATE OF'SEWER `AVAILABILITYINON AVAILABILI' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from ttie date of signature. Title b 5- Date , ' 1 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including, without limitation that the applicant, will be able, to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. 7 /- DJ Date pplica 's Signature 89 12 mi CO CD N Z Oho Q; o CO CO Z o o 41. 13 -I -1 2 • • n CD ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon .as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer servjse is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant_ will be able . to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that I have received the Certificate of Sewer Availability/Non- Availability and this Attachment, and fully understand the terms and conditions herein. ppllcarrf's Signature 89539100112707 Do co Z co w m z - u CD Date 7, p.t ty C- District W r ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon .as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer servjse is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant_ will be able . to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that I have received the Certificate of Sewer Availability/Non- Availability and this Attachment, and fully understand the terms and conditions herein. ppllcarrf's Signature 89539100112707 Do co Z co w m z - u CD Date 7, p.t ty C- District FOR STAFF USE ONLY Sierra Type: P-SS Planner: File Number: 19 S — b in Application Complete (Date: ) Project File Number: 1 2_ OS — 0 ( 2, Application Incomplete (Date: ) Other File Numbers: GAAPPHANV.ANDUSE. APPNSHTPL7PT. doc. 09/11/03 • CITY OF TUKWILA Department of Community Development p1ECENEp 6300 Southcenter Boulevard, Tukwila, WA 981<ary pF TUKW►i Telephone: (206) 431 -3670 FAX (206) 431-3665 U L 2 1 2045 E tukplanaci,tukwila.wa.us Quarter: Section: Township: Range: (This information may be found on your tax statement.) 0 PERM17 CENTER APPLICATION NAME OF PROJECT/DEVELOPMENT: 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. 4A if6 6O ' � i tkl(vvi la . vviet g,1 i 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: /■ P N Address: L 44 1F 6t PL. . e. v a too -*" Phone: 0 _ 2Cf- _ 72- S FAX: 96 - 72) — '1 64-2 E-mail: .r+11IM u� y okcrti . C / _ Signature: I � Date: 7/2//or SHORT PLAT (P -SS) SHORT PLAT NUMBER L05 -047 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 431-3665 E-mail: tukplan(dltukwIla.wa.us N 88'43'17' w u'J J CALL. POS. FROM ROS AFN 20030813900003 SOUTH 1/4 CORNER SEC. 22 -23 -04 FOUND MONUMENT WITH PUNCH IN CASE. LOCATED AT THE INTERSECTION OF 42N0 AVE. SOUTH AND SOUTH 160TH STREET. GROUND COORDINATE N 171029.5504 2 E 1282278.8606 10' WIDE SEWER EASEMENT PER SHORT PLAT AFN 9404110450 14.87' 0 31.60' N 88'43'17' W EASEMENT DETAIL - 1 -10' RECORDERS CERTIFICATE Filed for record this day of , 20 at M. in book of surveys at page at the request of CTS ENGINEERS, Inc. DIVISION OF RECORDS & ELECTIONS Manager Superintendent of Records LEGEND O FOUND REBAR W /GAP: LSa 8394 O SET REBAR W/ CAP; LS/ 42676 19 FOUND MONUMENT IN CASE 1) N R TO EASEMENT FOUND CADASTRAL MONUMENT IN CASE CALCULATED MONUMENT EASEMENTS: I. A THE 5 FOOT WIDE PRIVATE SANITARY SEWER EASEMENT WITHIN LOT 2 IS FOR THE BENEFIT OF LOTS 1 AND 2. ME OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE YADREiHNCE OF THAT PORRTON OF THE SANITARY SEWER MIMES THEY HIVE BENEFIT W USE. AND SHALL EOWMJ.Y SHARE N THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED N COMMON. 2. A 5 FOOT WIDE PRIVATE UNDERGROUND POWER EASEMENT WITHIN LOT 2 IS FOR THE BENEFIT OF LOT 1; THE OWNERS OF THE LOT HAVING BENEFIT OF USE SHALL BE RESPONSIBLE FOR THE MAIfIENANCE AND REPNR OF THE UNDERGROUND POWER FACILITIES WITHIN THE EASEMENT. 0 10 m a eo t � J 7, / DRAWN: PJ CHECKED: SM PORTION OF SE 1/4, SE 1/4, SEC. 22, TWP. 23 N., RGE 4 E., W.M. GRAPHIC SCALE ( FEET ) 1 inch 20 ft. CTS 0, 0 0 z 0 00 8 5 1642.92' 993.78' 1680.74' ' SCALE: 1"=20' DATE 08/2J/07 10' REAR SETBACK F� SIDE SETBACK PACIFIC PARK 1412 - 112714 AVENUE NE. STE 102 BELLEVUE. WASHINGTON 98004 425.455.7822 N88'43'17 "W JOB# 85.058.001.20 FILE/ $558..cOL W.DNC SHEET 2 OF 2 83.16 N88'43'17'w 11.65' 83.16' 1 1 5' SIDE SETBACK I W 1 0 I Z ' I 169.79' FOUND MONUMENT IN CASE: 0.30' SOUTH OF SECTION UNE BASIS OF BEARING S88'43'17'E 2636.68' (M) 2636.78' (ROS) SURVEY RFFERFNCES (ROS) SURVEY RECORDED IN VOLUME 162 OF SURVEYS ON PAGE 10. RECORDS OF KING COUNTY, WASHINGTON. ( PLAT) SHORT PLAT NUMBER 193 -0022 RECORDED UNDER AFN 9404110450. NOTES WAC 331 -130 -100 EOUIPMENT USED: SOKKIA SET 3B TOTAL STATION (S /N 19988) 3 TRIMBLE 4600 LS GPS RECEIVERS (S /N 0220325161, 0220170409 & 0220171912) WAC 331 -130 -090 SURVEY PREPARED BY FIELD TRAVERSE AS PER WAC 332 -130 -090, PART C. RELATIVE ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND SUBSURFACE EXPLORATION AND GEOTECFNMJWL ENGINEERING REPORT DATED APRIL 18, 2006 WAS PREPARED BY JASON ENGINEERING & CONSULTING BUSINESS, INC. (TEL:206.786.8645) 169.76' 86.60' 10' REAR SETBACK _ - `gry0 •` O• • \e 1,1 N 4_ 5' SIDE SETBACK r O L4� 10' WIDE SEWER EASEMENT PER SHORT PLAT AFN 9404110450 1' 20' FRONT SETBACK \rte-- - 4 I ;31.49 SEE EASEMENT DETAIL SOUTH 180TH STREET 1 W 1 O z 55.13' S8816'47 - E 2628.17' (C i SURVEYOR'S CERTIFICATE LU n SIDE SETBACK i.. - 1 L ___ __ 30' 0 R =25.00 T =39.98 on=25.72 5=91'37'29" 86.62' SOUTH UNE OF SE 1/4 SECTION 22 955.94' I, STEVE MCCASKEY, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON. CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT THE MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT N 0 0 z O N VOLUME PAGE 22-7 CALL POS. FROM ROS AFN 20030813900003 SE CORNER SEC. 22 -23 -04 FOUND MONUMENT WITH PUNCH 30' IN CASE. LOCATED AT THE - INTERSECTION OF 51ST AVE SOUTH AND SOUTH 180114 STREET. GROUND COORDINATE N 170970.7091 E 1284914.884 22 SURVEY NOTES HORIZONTAL DATUM: N) 83/91. WASHINGTON STATE PLANE COORDINATES NORTH ZONE ALL DISTANCES SHOWN HEREON ARE GROUND. FOR CONVERSION 101 GRID USE COMBINED SCALE FACTOR 0 .99999385. HELD CONTROL POINTS WASHINGTON STATE DEPARMENT OF TRANSPORTATION SURVEY MARKS MONUMENT 0 5274 AND 1531. PUBLISHED ON WASHINGTON STATE DEPARMENT OF TRANSPORTATION WEB SITE http: / /wrv.WSCOT.wo40v /mcnume0t CONTROL POINT 5274 (DESIGNATION 15171631 1' BRASS DISK WITH PUNCH SET N CONCRETE MONUMENT N CASE LOCATED AT THE VICINITY OF THE INTERSECTION OF 51ST AVE. S AND 152ND STREET. GRID COORDINATE N 173602.500 E 1284947558 CONTROL PINT 1531 (DESIGNATION '1P17005 -1071 *SOOT BRASS DISK SET FLUSH N CONCRETE SIDEWALK 345' SW OF KCPW MONUMENT CASE AT THE BOTON AF THE HILL ON SLIDE WAY 0.15 MILE FRON THE INTERSECTION WITH 5380 AVENUE ORID COORDINATE N 169898.404 E 1285844.676 23 26 23 SHORT PLAT for BEN P. TRAN 4646 SOUTH 160TH STREET TTJKWII.A. TCJNG CfIJNTY_ WSSITTNaTnN City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 4313665 E -mail: tukplanC1tukwlla.wa.us SHORT PLAT NUMBER L05 -047 PORTION OF SE 1/4, SE 1/4, SEC. 22, TAP. 23 N., RGE 4 E., N.M. DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE. UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LANG HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLECE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS. FROM DATE OF RECORD. WITHOUT THE FIUNG OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S) IN MINESS E0F WE HAVE SET OUR HANDS AND SEALS. BEN P. AN STATE OF j4 ;45. H /h 1,roA% ) ) SS COUNTY OF - _l -ti'F) ON THIS DAY PERSONALLY APPEARED BEFORE ME BEN P. IRAN ME KNOWN TO BE THE INDIVIDUAL WHO EXCU TED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGE THAT HE /SHE SIGNED THE SAME AS HIS/HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. ff GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS3 DAY OF. ,20 SIGNATURE: NAME OF COMMISSIONED' TITLE' MY APPOINTMENT EXPIRES: TO RECORDERS CERTIFICATE Filed for record this day of , 20 at M. in book of surveys at page at the request of CTS ENGINEERS, Inc. DIVISION OF RECORDS & ELECTIONS APPROVALS REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR F1UNG THIS DAY OF _ CHAIR MWII SHORT SUBDINSION COMMITTEE DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS. DAY OF 20 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER LEGAL DESCRIPTIONS: OLD LEGAL DESCRIPTION: LOT A, CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022, RECORDED UNGER RECORDING NUMBER 9404110450, IN KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTION: L 1 THE WES1 83.16 FEET OF PARCEL A. OF CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022. RECORDED UNDER RECORDING NUMBER 9404110450. RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTION: LOT 2 PARCEL A, OF CITY OF TUKWILA SHORT PLAT NUMBER L93 -0022, RECORDED UNDER RECORDING NUMBER 9404110450, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE WEST 83.16 FEET. CT7 PAcIFIC PARK 1412 - 112T1 AVENUE NE. STE 102 BEILEVUE. WASHINGTON 98004 425.455.7822 DRAWN: PJ SCALE: 1' =20' J084' W5.059COL20 FILE/ 115158_A71-SP.DIIC ininumnim Q - Ii�Yi_P1'!!*17 UNIMINIfient 1111110121WW I■ " It , 111!!!1'_'!if= Lk Adpiusaswirgar ! !!W llil�. TITLE REPORT REFERENCE EY THIS SURVEY WAS CONDUCTED WITH THE BENEF, TITLE REPORT PROVIDED BY T1COR TREE COMPANY 6.397501-1, DATED AUG. 7, 2007 NFW LOT ARFAS• LOT 1 - 9,980 SQUARE FEET OR 0.2291 ACRES LOT 2 - 6,658 SQUARE FEET OR 0.1528 ACRES (DOES NOT INCLUDE INGRESS/EGRESS LOT 1 - 4640 S. 160TH ST. LOT 2 - 4644 S. 160TH ST. SURVEYOR'S CERTIFICATE 1. STEVE MCCASKEY, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT THE MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS Manager Superintenaent of Kecoras CHECKED: SM DATE.. 08/23/07 SHEET 1 OF 2 STAKED ON THE GROUND AS DEPICTED ON THE PLAT STNFM 0. UCCASKFY IL7R7R OF A CURRENT ORDER NUMBER EASEMENT) VOLUME VICINITY MAP PAGE SHORT PLAT for BEN P. TRAN 4646 SOUTH 160TH STREE TUKWILA. KING COUNTY. WASHIN