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HomeMy WebLinkAboutPermit 86-67-SUB - BELCREST REALTY - SILVERVIEW SUBDIVISIONPermit 86-67-SUB - BELCREST REALTY - SILVERVIEW SUBDIVISION54th avenue south • : st:SE;° Mr. Tom Barghausen 6625 S. 190th Street, #102 Kent, WA 98032 Dear Tom: MCB /sin enclosure City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Subject: 86 -67 -SUB: SILVERVIEW PRELIMINARY PLAT June 19, 1987 The City Council approved the preliminary plat on June 15, 1987, subject to the conditions of the Planning Commission. The only discussion by the Council was on tree removal and detention. I bring this up so you are aware of the sensitivity of the issue. I have worked with Dana on a Phase I and II approach for the Removal /Detention plan. Phase I encompasses removal of all trees within the right -of -way for 53rd Place South, and trees within the trench line along the east property line. Trees in 54th Place right -of -way should be flagged prior to any work so that they are not disturbed. Phase II would be approved by the City when the trees on Mitchell's property are inventoried and distinctions can be made between the alders and maples, etc., on the remaining site. The trees that you have chosen for removal versus detention could be changed while still maintaining views from the site. A site visit between both parties will be arranged. Phase II should be completed prior to any additional work on the site. Enclosed is a copy of final plat procedures. I look forward to the successful development of the subdivision. The Council concluded that they were very pleased and excited to see new single - family development. If you have any questions, please call me. Sincerely, Moira Carr Bradshaw 1 Associate Planner TUKWILA CITY COUNCIL, REGULAR MEETING June 15, 1987 Page 3 OLD BUSINESS Fire District #1 Consultant Contract for EIS (cont.) NEW BUSINESS Appro,v.e.pre i mi nary plat} fo S i.lv.erview. D.e l ocated:°south west of::: the `S1 ade .Way/ 54th:: Ave: So, i nter- section) ErS • MOVED BY BAUCH, SECONDED BY SIMPSON, THAT THE MAYOR BE AUTHORIZED TO NEGOTIATE A CONTRACT WITH CCA, INC. MOTION CARRIED. Attorney Haney will provide the budget amendment to cover the scope of work for the EIS. Moira Bradshaw, Associate Planner, explained that this is a preliminary plat application for 7.10 acres. The Planning Commission recommended approval subject to 10 conditions. The Community Affairs Committee recommended no changes to the Planning Commissions conditions. Council must hold a Public Hearing if they are going to make any changes to the con- ditions. This property is located southwest of Slade Way. There are provisions for a left turn lane off of Klickitat and a sidewalk agreement for 54th Ave. So. The Preliminary Plat is for a 22 single- family lot subdivision. All of the lots meet the required minimum lot area. A cul -de -sac street is being proposed. The properties to the west and south are developed preventing a through street from being developed. The overall length of the cul -de -sac exceeds 600 feet which is the maximum standard in the code. The Planning Commission approved the 625 feet. Mrs. Bradshaw entered, for the record, the findings and conclusions along with recommen- dations from the Staff Report to the Planning Commission dated May 19, 1987. Councilman Bauch noted that the Community Affairs Committee reviewed the proposal in detail and recommended that Council approve it. Councilman McKenna asked how preserving the trees is moni- tored. If some of them are cut down, is there anything the City can do about it. Is there any penalty. Attorney Haney explained that when Council approves a Preliminary Plat, it is subjecting the Plat to all of the conditions that were approved. The condition of approving the final plat is compliance with all of the conditions. He suggested Council look at some bonding provisions for the improvement. Councilman Duffie concurred. This has happened to the City before. We have to start protecting the hillside. Mrs. Bradshaw explained that in the memorandum of May 28, 1987, there were 11 revised approval conditions. The Planning Commission adopted these without No. 6 (adjust lot lines to widen pipe stem entrances to lots as demonstrated in Attachment R). The actual conditions to be attached to the plat are listed in the Memorandum of May 28, 1987. MOVED BY BAUCH, SECONDED BY MCKENNA, THAT COUNCIL ACCEPT THE FINDINGS AND CONCLUSIONS OF THE PLANNING COMMISSION ON THE SILVERVIEW PRELIMINARY PLAT; THAT WE WAIVE THE 600 FOOT CUL -DE -SAC REQUIREMENT AND ACCEPT THE REVISED APPROVED CONDITIONS EXCEPT FOR CONDITION NO. 6. MOTION CARRIED. Councilman McKenna commented that he is pleased to see single family development. 1 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L VanDusen, Mayor TO: Planning Commission FROM: Planning Department DATE: May 28, 1987 SUBJECT: 86 -67 -SUB: SILVERVIEW MEMORANDUM .. ... .. � . :: A revised plat has been submitted to show the 8 -inch sanitary sewer line which runs from west to east through Lots 3 and 20. The 10 -foot easement for this line and an additional sanitary sewer easement to serve lot 1 across the north- east corner of Lot 2 will be required to be shown on plat. The stormwater facility has also been relocated into the right -of -way as requested. The developer has proposed an additional landscape island at the end of the cul -de -sac on a proposed landscape plan. Revised condition Number 3 addresses this issue. The following revised conditions are submitted in conjunction with the revised (May 27) Preliminary Plat. REVISED APPROVAL CONDITIONS 1. Plant a deciduous street tree approximately every fifty feet or adjacent to lot lines in three -foot planting strip. 2. Landscape the traffic island and make a note on plat that maintenance of island will be the responsibility of adjacent property owners of Lots 16, 17 and 18. 3. Second landscape island is subject to Fire Department approval and appro- ►' priate note on plat for maintenance. 4. Create water line easement between Lots 14 and 16 in the 30 -foot common access tract for Lots 13 and 15. / % ' MEMORANDUM to: Planning Commission MB /sjn May 28, 1987 Page 2 5. Relocate existing drainage running west to east through Lots 3 and 4 into proposed 53rd Place drainage improvements, and attempt abandonment of private drainage easement for turnover to public. 6. Adjust lot lines to widen pipe stem entrances to lots as demonstrated in Attachment B. 7. Note on plat that vehicular access to 54th Avenue South will be prohibited. 8. Note that Val Vue is the purveyor for sewage disposal and indicate on plat easement through Lots 3 and 20. Adjust lot lines to ensure buildability of lots with existing sewer easements. Obtain Public Works Department approval of sewer lines. Note on plat that fences 2i feet in height or greater be set back fifteen feet from front property lines. 10. Submit tree removal /detention plan to be approved by Planning Department prior to grading permit issuance. 11. Amend plat to show 7.: utility and slope easement along edge of right -of- way. t!,) x 1111.., -1171 IR A__ a S .C_ 4.; 5, 7 /?../ 0101 nc u•. 1 12 NV 101 14211 UM \, r3/37 r . 161. 011 I. 1a.11 n. 11:•.1 I I V II t ' I ..r.... 16 1 !. ,.r X14 01,71211 +1101 wx I Ot ‘33'\ 111 + l/ E wa 1 1 L}, • 1 iI ,- 1 11.. • t { 1 I • !i 711 1.. I ..'. 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VICINITY MAP 11[11 LIM I10N. 1371111102 13172. 2•7113111101 INN • r / ii -31.1 O Planning Commission ' May 28, 1987 Page 2 .r, r„b;i: •!rn:! >' ��:,s::.Y �a.;C o,�'d ?'a: vo- r: r',:.`,�r�±y:r.; r ' t tir': rJ;Y - %!w v.-, i ;'� .. Jack Pace, staff representative, reviewed the request recommend- ing approval of the request. Lewis Leber, 17300 W. Valley Highway spoke in support of the recommendation. Bill Boone, 15701 Nelson Place S. concurred with Mr. Leber's comments. Paul Sheehan, 4522 S. 133rd also concurred with Mr. Leber's comments. MR. KIRSOP MOVED AND MR. KNUDSON SECONDED A MOTION RECOMMENDING TO THE CITY COUNCIL THAT INK MANUFACTURING, PAINT MANUFACTURING AND THE MANUFACTURE OF SIMILAR COATINGS BE ADDED AS PRINCIPALLY PERMITTED USES IN THE M -1 ZONE, BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS, AND THE PRESENCE OF SIMILAR MANUFACTURING IN THE M -1 ZONING DISTRICT. THE MOTION PASSED WITH KNUDSON, COPLEN, HAGGERTON AND KIRSOP VOTING YES AND SOWINSKI VOTING NO. 86 -67 -SUB: SILVERVIEW Request for approval of a preliminary plat for a 22 -lot subdivision located adjacent to Slade Way and 54th Avenue South. Moira Bradshaw reviewed the application, entering the staff report into the record and memo of May 28, 1987 with revised preliminary plat and conditions. She indicated staff's recommen- dation was for approval of the request with the revised condi- tions as indicated. Tom Barghausen addressed the Commission's concerns regarding the staff recommended configuration of the lots. MR. KIRSOP MOVED AND MR. SOWINSKI SECONDED A MOTION TO RECOMMEND TO THE CITY COUNCIL ADOPTION OF THE SILVERVIEW PRELIMINARY PLAT BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS WITH THE EXCEPTION OF PARAGRAPH ONE OF CONCLUSION NO. 6, AND ADOPTION OF THE CONDITIONS WITH THE EXCEPTION OF NO. 6. IN ADDITION, RECOMMEND TO THE CITY COUNCIL AN EXCEPTION TO THE 600 -FOOT LENGTH LIMIT ON CUL -DE -SACS. THE APPROVED CONDITIONS READ AS FOLLOWS: 1. Plant a deciduous street tree approximately every fifty feet or adjacent to lot lines in three -foot planting strip. 2. Landscape the traffic island and make a note on plat that maintenance of island will be the responsibility of adjacent property owners of Lots 16, 17 and 18. 3. Second landscape island is subject to Fire Department approval and appropriate note on plat for maintenance. ....�:,,'.:�; .:::i�i.t.Y. 1. le .n ... ..xa..:.x. ..::. -,, .:....:: ...... ...<,.... .. .. .,...: .,. t %:'3'y'.. .� ... .. ,..,n..,2.,,.... r:- 1i:...._,..1'"' ";1rS,t'^. „sNd'Y'yS'„�"• .. Planning Commission May 28, 1987 Page 3 4. Create water line easement between Lots 14 and 16 in the 30- foot common access tract for Lots 13 and 15. 5. Relocate existing drainage running west to east through Lots 3 and 4 into proposed 53rd Place drainage improvements, and attempt abandonment of private drainage easement for turnover to public. 6. Note on plat that vehicular access to 54th Avenue South will be prohibited. 7. Note that ValVue is the purveyor for sewage disposal and indicate on plat easement through Lots 3 and 20. Adjust lot lines to ensure buildability of lots with existing sewer easements. Obtain Public Works Department approval of sewer lines. 8. Note on plat that fences 2 1/2 feet in height or greater be set back fifteen feet from front property lines. 9. Submit tree removal /detention plan to be approved by Planning Department prior to grading permit issuance. 10. Amend plat to show 7.5 utility and slope easement along edge of right -of -way. A VOTE WAS TAKEN AND THE MOTION WAS UNANIMOUSLY APPROVED. 87 -4 -DR: SEGALE 871 BUILDING Request design review approval for a warehouse building. Vernon Umetsu, staff representative, reviewed the staff report for the proposal recommending approval of the request. Ann Nichols, representing Segale Business Park, outlined the design request. She entered into the record a landscape design plan as Exhibit 2 and two photos depicting parking as Exhibit 3 and 4. MR. SOWINSKI MOVED AND MR. HAGGERTON SECONDED A MOTION TO APPROVE THE 87 -4 -DR SEGALE 871 BUILDING DESIGN PER STAFF'S FINDINGS AND CONCLUSIONS, SUBJECT TO THE FOLLOWING CONDITIONS WITH THE EXCEPTION OF THE WORD "REDESIGN" IN CONDITION #1 WHICH SHALL BE CHANGED TO "DESIGN ". THE REVISED CONDITIONS READ AS FOLLOWS: 1. Shoreward parking area to be designed to avoid intrusion into the River Environment zone. SILVERVIEW LAND DIVISION SHORT PLAT SUBDIVISION LOCATION: Generally located southwest of the Slade Way /54th Avenue South intersection. Portions of Lots 19 and 22 and all of 20, Block 2, McMicken Heights Division Number 1, unrecorded, and all of Lot 2, Tukwila Short Plat 81- 20 -SS, northwest Section 26, Township 23, Range 4. ACREAGE: Approximately 7.10 acres COMPREHENSIVE PLAN DESIGNATION: Low Density Residential ZONING DISTRICT: R -1 -12.0 and R -1 -9.6 SEPA DETERMINATION: MDNS issued May 12, 1987. ATTACHMENTS: (A) Preliminary Plat BACKGROUND PROCESS to the Planning Commission VICINITY /SITE INFORMATION •.... �,.., ,..,..,.,.. .., .... FINDINGS STAFF REPORT 86 -67 -SUB: Silverview Page 2 1. Project Description: Single - family subdivision of 22 lots with a new cul -de -sac proposed off of Slade Way, to be known as 53rd Place South. 2. Existing Development: The subject site is undeveloped. 3. Surrounding Land Use: Single - family homes abut the site on the south, east and west. Multiple - family development is proposed on the north side of Slade Way. I -5 is located east of 54th Avenue South. 4. Terrain: The property slopes from west to east from between 15 -20 percent with a plateau in the eastern portion of the site. The property is wooded with alders, maples, evergreens and dense brush. 5. Soils: The conditions are highly variable across the site. The site is mantled with a layer of forest duff. In the upper portion 'of the site, areas of silty sand fill or loose and wet silty sand are underlain by medium dense silty sand with variable amounts of gravel due to recessional outwash. In the lower portion of the site, loose and soft silty sand and sandy silt are underlain by dense glacially consolidated soils. 6. Access: Slade Way, a 60 -foot right -of -way, provides access to the subdivision. The new lots would have access off a new 50 -foot public road, 53rd Place South. 54th Avenue South abuts Lots 15 -18 on the east. 7. Public Facilities: Sewer service is provided by Val Vue Sewer District. A sewer line and easement runs east to west through proposed Lots 3 and 20. Water service is provided by King County Water District No. 75. Police and fire service are provided by Tukwila. The property owned by Bel Creit Realty, a portion of Lot 19, Lot 20, Block 2, McMicken Heights Division, and Lot 2 of Tukwila Short Plat 81- 20 -SS, has been the subject of two previous plat applications. 79 -22 -SUB was a 19 -lot subdivi- sion with access off 54th Avenue South. 81 -23 -SUB was a similar application. Neither application went any further than the preliminary stages. The applicant is requesting preliminary plat approval. After a public hearing, the Planning Commission will make a recommendation to the City Council. To be incorporated into the recommendation are conditions of development and approval. When an applicant has received preliminary plat approval, development of the subdivision may proceed. Review of the final plat by the City is to confirm that conditions of approval have been complied with and the preliminary plat has been built and surveyed, as approved and per City standards. STAFF REPORT DECISION CRITERIA A. Comprehensive Plan Policies C. Public Facilities 1. Streets ...T :•r..r , +.:. r+r `rr .. :.t�.r�•.v ':fCJ''F"'.' ;"�'"�'n?x!?'."'i +F'i; lt'F`d >,'r''•`.rJ±e�`� hay ".�d ?rTk�Gi: ,...,:.� �^�., . �.� . ; :i'.:hi:... i:;,, , ...u: 'yt:: � "'. ,+.` �Y; ��.:tv..'.i'�: 7.k�..�i�:. r..<r._�r.....au.. .2 . .'�. �r: ; .f . �„(`.... ���' r' r�.. ti�� , ir.+ ^,'l {,f. r+ + �w1 •... 86 -67 -SUB: Silverview to the Planning Commission Page 3 Comprehensive Plan policies and the following areas of review - Environmental, Public Facilities, and Design - are criteria for subdivision approval. Policy 1 (p. 24) - Maintain the wooded character of the steep slopes and upland plateau, and encourage the use of vegetation in slope stabilization. Policy 2 (p. 24) - Encourage the use of live vegetation in development landscape plans. Policy 3 (p. 24) - Discourage disturbance of vegetation when not in conjunc- tion with the actual development of the property. Policy 2 (p. 26) - Preserve views of hillside residents. Policy 3 (p. 26) - Preserve and promote the quality of natural land form. Policy 1 (p. 29) - In areas where the stability of slopes is questionable, allow development only after a qualified professional can demonstrate that slopes will be stable even after site modifications. B. Environmental Considerations A soils report has been prepared in conjunction with the environmental review for the project. The project engineer has verified that the site is suitable for single - family development and the attendant road and utility improvements. Specific grading, drainage and construction methods have been recommended by the soils engineer and required by the SEPA responsible official due the grades and wetness of the soils. The Subdivision Code states that every reasonable effort should be made to preserve existing trees. The 1975 Data Inventory of the Tukwila Planning Area identified the site as a major wooded area. The applicant has sur- veyed the site for significant trees and has agreed to provide a tree removal /detention plan to be approved by the Planning Department. A 50 -foot residential cul -de -sac named 53rd Place South is proposed to access at a right angle off of Slade Way. All 22 lots would access off the new street. Grades for 53rd Place will begin at 7.5% then increase to 12.5% when it turns westward. A common 30 -foot access easement is designed for Lots 13 and 15. The roadway section consists of two 16 -foot lanes, one -foot curb, three -foot planting strip and five -foot sidewalk. Driveway slopes would vary from zero to fifteen percent. STAFF REPORT .7 2. Utilities 15. _ .. .!. �,% r cr.kp�rga�:r;.r,.n�:,�.rn•r,::� �tr„�!t:.- �. ":tc`3r`,�r "' :yi,x>4 ✓f7; 1:.fla;fr .: i+ul;i7: .r ".1'<^a.�....'1� �71i a��.�i)...L, <��hl...t;. �... ..•..A r`.V.. i.�_... rc. •.., br... ..... • _.�t ..3.... L::.. t : 86 -67 -SUB: Silverview to the Planning Commission Page 4 a. Sanitary Sewers - Val Vue Sewer System is the service provider for this area. An existing ten -inch sewer line extends along 54th Avenue South. Lots 13 and 15 through 18 will stub out to 54th. The remaining lots will receive service from a new eight -inch line in the new right -of -way which hooks up to an existing line in Slade Way. A ten -foot sewer easement is shown between Lots 8 and 7 to provide sewer service for potential development of the rear halves of Lots 9 and 10 of McMicken Heights Division. An existing sewer line and easement runs from west of the plat through Lots 3 and 20 to 54th Avenue South. b. Storm Drainage - There is an existing ten -foot drainage easement that runs in an irregular line from west to east between proposed Lots 3 and 4 and along 19 and 18 to 54th Avenue South. The pro- posal is to relocate the drainage in this line into the proposed drainage system within 53rd Place South. A system of catch basins and storm lines are proposed in 53rd Place South. A storm deten- tion facility and easement are shown along the rear of Lots 20, 21 and 22. However, the applicant has agreed to relocate into 53rd Place South right -of -way. c. Water - King County Water District No. 75 is the purveyor for this area. Eight -inch water lines are proposed in 53rd Place South. The water line is to be connected to an existing line in South 166th Street with an easement and line between Lots 14, 16, 13 and D. Subdivision Design The subdivision will create an opportunity for infill development of single - family homes in a predominantly developed residential neighborhood. Lot sizes vary greatly on adjacent properties; however, the subject lots meet their respective zoning classifications. Twenty -two lots of various shapes are proposed. Except for Lots 13 and 15, which have access to 53rd Place South via a 30 -foot access easement, all lots have direct access to 53rd Place South. Each lot meets its respective zoning classification of either 9,600 or 12,000 square feet and the minimum mean lot width of 50 feet. Preliminary typical building pads have been outlined in each lot indicating that minimum setback standards can be met. ' r1 STAFF REPORT to the Planning Commission CONCLUSIONS +:1 •:. :'? ?� ;)4 '}; .�. t �� A i....... -.., i�m�i .�•1w�t:^Yrc- +•�y't'�r.IafS`I ,Cx,s1n �;!.�� .. 86 -67 -SUB: Silverview Page 5 1. Based on Comprehensive Plan policies and Subdivision Code concerns, a tree removal /detention plan to be approved by the Planning Department prior to grading permit issuance is a recommended condition of approval. The devel- oper has agreed to maintain as much of the hillside's existing character, to provide slope stability, and to consider the views of the residents of the hillside. 2. The plat map and roadway section should be coordinated to show the three - foot planting strip between the road and sidewalk so that both plan and section views are consistent with each other. The width of the proposed right -of -way exceeds Tukwila minimums of 40 feet and 26 feet of pavement; however, vertical curbs must be substituted for the rolled curbs to meet minimum Public Works Department Standards. The length of the proposed road measures approximately 625 feet to the center of the cul -de -sac. Subdivi- sion code design standard stipulate 600 feet unless an exception is granted using the exception criteria of the Subdivision Code, which are as follows: A. There are special physical circumstances or conditions affecting said property such that the strict application of the provisions of this code would deprive the applicant of the reasonable use or development of his land. The proposed roadway and plat design was suggested due to difficulty of accessing the site from 54th Avenue South. The property slopes fairly steeply from east to west. A road designed parallel with the grades is more desirable due to the physical conditions of the site. For safety reasons, an intersection on Slade Way is also more desirable than an intersection on 54th Avenue. B. The exception is necessary to insure such property rights and privil- eges as are enjoyed by other properties in the vicinity and under similar circumstances. A dead -end street located just west of the subject site also exceeds the maximum length limit. Development to the west and south and the steep grades adjacent to 54th Street limit a through street in all directions. C. The granting of the exception will not be detrimental to the public welfare or injurious to other property in the vicinity. Given the width of the street and a turnaround that meets code minimums the exception would not be detrimental to public welfare or injurious to other property. 3. Because of the many steep driveway grades, backup areas on lots would pro- vide safer access than for individuals to back up onto 53rd Place South. 4. The Public Works Department has indicated their preference for utility line location in dedicated rights -of -way rather than on private easements. The STAFF REPORT to the Planning Commission RECOMMENDATION wiN 86 -67 -SUB: Silverview Page 6 developer has agreed to move the location of the stormwater facility into 53rd Place South. The appropriate location of the sewer line which is not shown through Lots 3 and 20 is unresolved at this time. Lot configuration and sewer access may need to be slightly altered due to this line. 5. A water easement needs to be provided in common with the access tract to Lots 13 and 15, to accommodate the water line shown. 6. The design of the subdivision incorporates many pipe stem lots. Twenty to twenty -five foot strips of land front the street to provide access to the rear of the lots. For security and aesthetic reasons, a slight alteration of side property lines would open up vistas or view corridors to the front of the future structures. Attachment B shows a more desirable design by providing street front views of front doors to patrolling police- man and neighborhood traffic. Secondly, a wider more open area in the front provides a more pleasant setting for future development than alley -like driveways. In order to enhance the quality of the residential environment and street fronts, a note that fences over 2i feet in height be prohibited in the front yard is recommended. A fence setback of fifteen feet from the property line would allow sufficient area between fence and sidewalk for landscaping. Based on the above Findings and Conclusions, the staff recommends that the Planning Commission recommend to the City Council an exception to the 600 -foot length limit on cul -de -sacs and approval of the Silverview Preliminary plat subject to the following conditions: 1. Plant a deciduous street tree approximately every fifty feet or adjacent to lot lines in three -foot planting strip. 2. Landscape the traffic island and make a note on plat that maintenance of island will be the responsibility of property owners of Lots 16, 17 and 18. 3. Relocate stormwater detention facility from behind Lots 22 and 21, into public right -of -way. 4. Create water line easement between Lots 14 and 16 in the 30 -foot common access tract for Lots 13 and 15. 5. Relocate existing drainage easement running west to east through Lots 3, 4, 18 and 19 into proposed 53rd Place drainage improvements. 6. Adjust lot lines to widen pipe stem entrances to lots as demonstrated in Attachment B. 7. Note on plat that vehicular access to 54th Avenue South will be prohibited. STAFF REPORT to the Planning Commission WIMO+wMMEIMMtegNV 8. Note on plat that turnarounds will be provided on lots when driveways exceed 10% grades. 9. Note that Val Vue is the purveyor for sewage disposal and indicate on plat sewer line and easement through Lots 3 and 20. Adjust lot lines to ensure buildability of lots with existing sewer easements. Obtain Public Works Department approval of sewer lines. 10. Note on plat that fences 2i feet in height or greater be set back fifteen feet from front property lines. 11. Submit tree removal /detention plan to be prior to grading permit issuance. 12. Amend plan and section views of proposed planting strip, and then sidewalk. (22/86- 67- SUB1,2) • 86 -67 -SUB: Silverview Page 7 approved by Planning Department roadway to show vertical curbs, PL. 8188 D AVE. WA. 9818 8 AVE. S. 98188 f r F.H. JR�. T6�,,77 H ST1,520Tg�164TH SEATTLE, NA. PIJGBT 1FSTFJ81 INC. PUGET POWER BUILDING SEATTLE, NA. 98004 2 RI S. 16 SEATTLE. C. JOHNL,W 1 231 54 R.B. S. STATTIE, •. 98188 1 STORM DETENTION \EASEMENT I lb ROIERT C. CHRISTENSIN 16241 54Th AVE. S. SEATTLE, WA. 98188 N O 1 , EXIST. 10' CpAIINM:E F 4' . L r PATRICK E. MITCHELL 16215 53RD AVE. S. SEATTLE, 1A. 98188 FF-0n.00 9 98188 6 FF.287. JOSEPH OJUIWICII 5166 S. 166TH ST. SEA 138 1D 166 AVE. S. SEATTLE, . 98188 S.164 1M ST. 96188 FF.2M,00 04 CON 5190 S. 166TH ST. SEATTLE, WA. 98188 ,0,.249 120 M , DAVID A. I NAD L. MORGAN DON E. SHAW. 1 / 5190 S. 166TH -�. 16449 54D-to/AVE. S./ SEATTLE, NA. 9 88 , s / 9818? 1� p N di / / N � J.P. L HELEN T. MAN 5310 S. 166TH ST. SEATTLE, IA. 98188 M J. GDRJAICE 53RD AVE. S. E , WA. 98188 ALVIN F. A JANIE S. LAD 16461 54TH AVE. S., SEATTLE, NA. 98188 AA E. S. 163 LE, 6 . C. A 16380 L. , NA. $8188 H . 244 5 ATITE ST. =160th - AT V N MEW 1SWTWA1, SIC PUGET CIE iuDODIG �s5 ^• RELUM2E, 111. 91004 F7 e NYTEW _I� — qtr — WILL c ji 16604 SEA TO PROPOSED CATCH 6AM. ITVPJ PROPOSED ST/Th IMAGE LINE ITVPJ 71 „7t,/T7 • NEW 8' SAN. SEWER SLADE WAY IMPROVEMENTS • - SAWCUT I r HSI NOT TO SCALE NEW ASPHALT r Maw, CK 4101101 111011 GOO A TACHMENT B R ge,oweld b8t AOiV TA't. I1! MEAN LOT WIDTH (-- 7 7' — +, 4 0 STORM DETENTX>♦1 1 FACLITY RWCERGRDl1/p1 1 1 1 I.t 50' LL STS IF ERIST. A.C. PAVING ITYP.I 28' ^2 F TIFT 30' ' EXISTING PAVEMENT n' 1. 4.4 NMI r. can nn. MOOS W1IKIi Le• LIMY L I Sr M. COMM nn. LIMON t1111KIi M4 .1n6 SAM tun 1 M. n NIMM/ 111101110 TYPICAL ONSITE ROADWAY SECT ti ''` %:�.,;.. •R',� .. �.,. . .9•�r, ^..,n : :.wY'.` 1 �re� , ^a :a 5 • .r k "':�`t'M:'f'7:w,'ri�j` -:' : v,_ .s • Ktr .; r: r:: u: anx=:.<.:: ry-:'..l i�. ��':) S, tL�S. t^ �°..,._± �. re. �= k' nsi; :at2l�.as;'4'1t1.._>.._._..`:,x •,•..,• t... r:.,._...�_..,r; ":d,'`�.tt.�,. _ u,. u:: �T.. w,.... S.:a°S:;:s�'c�it�4:c��..r��•��i ++u!tssL ss�� .. (21/NTC.5 -28) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 CITY OF TUKWILA NOTICE OF PUBLIC HEARING AND MEETING OF THE TUKWILA PLANNING COMMISSION / BOARD OF ARCHITECTURAL REVIEW NOTICE IS HEREBY GIVEN that the Tukwila Planning Commission and Board of Architectural Review has fixed the 28th day of May, 1987, at 8:00 p.m., in the City Council Chambers of Tukwila City Hall, 6200 Southcenter Blvd., Tukwila, Washington, as the time and place for: PLANNING COMMISSION PUBLIC HEARINGS 86 -67 -SUB: Silverview Preliminary Plat - THB Colorado Corporation requesting approval of a preliminary plat for a 22 single family lot subdivision, located southwest of 54th Avenue South and Slade Way intersection, part of Lots 19 and 22, Lot 20, Block 2 McMicken Heights Division, and Lot 2 Tukwila Short Plat 81- 20 -SS, NW *, Sec. 26, Twn. 23, Range 4. 87 -1 -CA: M -1 Zoning Code Revision - the City of Tukwila requesting amendment of the M -1 Light Industry zone to include paint and ink processing and manufactur- ing as a permitted use. BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING 87 -4 -DR: Segale 871 Building - Mario A. Segale requesting design review approval for a warehouse building with approximately 148,456 square feet and 508 parking spaces. The location is at the south intersection of Andover Park West and Segale Park Drive "C ", on Tax Lot 18 in SE* of Sec. 35, Twn. 23, Range 4. Any and all interested persons are invited to attend. Published: Record Chronicle - May 17, 1987 Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File EPIC: 354 -86 Silverview Plat MITIGATING MEASURES 'r :r . T. zS ... , ' Storm Drainage 1. The applicant shall limit discharge to the Washington State Department of Transportation drainage system in accordance with WASHDOT and City of Tukwila requirements. Written approval from WASHDOT shall be required prior to issuance of any utility permits. 2. Recommendations of the soils report regarding storm drainage from individual building sites shall be followed. 3. A representative of GeoEngineers shall determine necessity of permanent subsurface drainage around cut areas during monitoring phase, and shall include conclusions in final inspection report to the City. Soils 4. Additional test pits and recommendations shall be conducted by the soils engineer in proposed 53rd Place South adjacent to Lots 1, 2, 3, 20, 21 and 22. 5. "A geotechnical engineer's report may be required for individual building permits issued in the plat. At the time of submittal for a building permit on each lot, a letter of opinion shall be submitted from a soils engineer indicating whether or not the proposed construction will require any special foundation construction requirements or procedures, or if any specific on- site testing is required based on the configuration of the house and the orientation within the lots. 'If the soils engineer determines that the recommendations included within the reports on file in the City of Tukwila for the Silverview project are adequate to address specific building foun- dation requirements for the individual lot, then the letter shall so state and another soils report or field investigation will not be required. If unusual conditions or concerns are identified by the soils engineer, then a supplemental report addressing that specific lot may be required prior to the issuance of a building permit. This condition shall become a note on the plat." 6. All roads, utilities and related plat improvements shall be limited to June through October construction unless otherwise approved by the Plan- ning Department, and shall follow the recommendations of the soils report: a) ditches shall be installed to remove ponded water, and b) French drains will be installed to collect near - surface seepage in necessary areas as determined by soils engineer reviewing field conditions during construction. 7. Preparation and construction of buildings, driveways and roads shall follow recommendations of soils report: a) vegetation forest duff, existing fill and disturbed silty soils shall be removed from above areas (approximately 12 -18 inches depending on wetness of soils); b) all areas shall be ade- quately proof rolled; c) structural fill, composition, compaction, and placement shall comply with recommendations of soils reports; d) on -site soils shall only be used for structural fill when moisture content can be controlled to obtain suitable compaction; and e) roadway section shall be constructed per Tukwila Public Works standards. S t p k l � 7 .�i J' z., 14.F� a.7.. f zF._:.gla�'y�, ... . rt�.p'.,. „ ge. a X: H;±T n'.Wnu��,s?rn :s� r�yyir- Lv ?:FYt;;'4i7 +:c +n�: , trr,�ssr°. �a'<`,.t4 "xr �;tir , ,,��x�r..' xL. t. � �rS. n.l C, tlS... La��S. n«" tS. iSUS. �^-.* �...., 1n ,x'�4..�'.X.,cfiKL�.i.it5.�; .'�i } tlot:!„ �. Ct� .�.scA.,,,.�'.�`lC.r.,dc:., }� �,. A. ...QY:Gr?!c<r�.SS$F.4r'w= A�i,.1 {� Iua,+ SS .2.�tk�,e..�>s.<,:eLls�'k::?rht � ,:' u. ��. �,. nsR41�, 1a., �.^,..' �yK11, 5 L' iF�i {'{"�.na�: >3 '. u1„�..i ?s4- ..�t,; :.. . (25 /MB.SILVER) Slopes 8. Rockeries shall not exceed four feet in height. Structurally designed retaining walls shall be used in till soils where retention will exceed four feet. 9. Rockery installation shall be supervised and signed off by soils engineer. 10. A qualified soils engineer shall monitor site preparation and earthwork operation in accordance with the recommendations of the soils report, and provide City with a report stating that work was done in accordance with the March 30, 1987 soils report. Access 11. The applicant shall construct the curbs /gutters /sidewalk and associated storm drains and utility relocations for Slade Way adjacent to the plat. 12. The applicant shall agree to participate in intersection improvements at Klickitat at 51st Avenue South at time of Valley View Estates construction for percentage of project daily vehicle trips. 13. The applicant shall not protest the formation and shall commit to the construction of future L.I.D. for street improvements, including roadway, utility undergrounding, street lighting, and additional storm drainage improvements, as proportionately benefitting their development for street improvement project defined in the 1987 T.I.P. as Slade Way. 14. The applicant shall execute a developer's agreement for the construction of curb, gutter and sidewalk along 54th Avenue frontage. 15. A tree removal /detention plan shall be submitted and approved by the Plan- ning Department prior to issuance of any permit. cY1 E 49; "ds&1?�'�a L 9ao' .a: ai9 uatb almt+!zgaZzMilt.1'>7iiciat M f cf,mtmiuFarAV.G'uyanriPfsa Washington State •, Department of Transportation District 1 Office of District Administrator 6431 Corson Avenue South #C -81410 Seattle, Washington 98108 206 764.4141 Moira Carr Bradshaw City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 CG /ds t. T( 2 1887 1 May 19, 1987 Duane Berentson Secretary of Transportation SR 5 MP 154.1 Vicinity CS 176700 Silverview Development Subject 86 -67 -SUB Dear Ms. Bradshaw: This letter is in response to the revised preliminary plat for Silverview review we received from the City of Tukwila on May 18, 1987. The proposed development is located in the northwest quadrant of the intersection of South 166th Street and 54th Avenue South, and is for subdividing 7.1 acres into 22 single family lots. With the addition of 1.6 acres and changing the access to Slade Way, the Department of Transportation still feels this development will have no adverse impact upon any State highway in this vicinity. Thank you for the opportunity to comment on this proposal. If you have any questions, please feel free to contact this office at 236 -4403. CHUCK GLEICH Developer Coordinator -South ^( r `. mifr; Y�u� id�St: �a i1ia5Weki_ r1F. 61�'. w�i�' i` c' asati'. u�t'' �'^ �u'` ws`.' tViWiY,r..Ysg2gSfd ".'�.1' .L�i':]�i. �':�'n'��� u? Si�i.. - -■, City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 DATE: May 15, 1987 TO: DISTRIBUTION FROM: CITY OF TUKWILA PLANNING DEPARTMENT SUBJECT: 86 -67 -SUB - SILVERVIEW Attached is a copy of a revised preliminary plat for Silverview. Access to the proposed subdivision has been changed from 54th Avenue South to Slade Way, with the addition of 1.6 acres adjacent to Slade. The total number of lots has been increased from 18 to 22. The site is located in the northwest quadrant of Section 26, Township 23, Range 4. The parcel includes part of Lots 19 and 22 and all of Lot 20, Block 2, McMicken Heights Division and Lot 2. Tukwila Short Plat 81- 20 -22. Please file any recommendations regarding this proposed plat by May 28, 1987. Address your comments to: Moira Carr Bradshaw City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, WA 98188 PH (206)433 -1848. • ass ut.isx:=.0k MECc�b':l' *,'.V3;` w 9;ssW:11 iz"C f''MVP "Land Planning, Survey, and Design Specialists" Ms. Moira Bradshaw City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Re: Revised Preliminary Plat for Silver View Our Job No. 2262 Dear Moira: April 22, 1987 i4o BARGHAUSEN CONSULTING ENGINEERS, INC. APR 2 2 1987 PLAi'Ji'dINC In your absence last week, we conducted a meeting with officials from your department to review the alternate design concept for the above - referenced project. Based upon this meeting, we have completed the following revisions to the preliminary plat. 1. We have included the "Mitchell's" parcel comprising approximately 1.6 acres which now allows us to gain direct access to Slade Way. We have therefore eliminated any access to 54th Avenue. 2. It has been determined that no improvements will be required to 54th Avenue, with the exception of the execution of a sidewalk agreement for the future installation of sidewalks at such time that the city may consider this to be a requirement. 3. The exact extent of improvements required along the property frontage on Slade Way is still to be worked out with the Public Works Department, although we expect that we will be providing curb, gutter and sidewalk the property frontage. The attached preliminary plat map does not depict this additional sidewalk construction, but it will be provided in accordance with city standards. 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 g �t: ..:�- p ra ryi,T ry f^ c •y „ : "t' :yqt� av;:y'.t .: T.` NS `s r:�v -�'' ;k, �i t: ;�;" il. '''rl�. `,y " {iSr`"s�';"G' '� (�, it C f. �: 'y +i.�"i :'l' �t� Y Vic ' f `etc s nd .'�I` r .<iA w I T ( y > >�4 u . �' M 5 ' `,��� t' 1'.x K v` "e:L'iial �Y:3��+?.+..L I•. tu��:. �£. tiSk' �a�L` ? " e.•..:t,4..acdd•,a :v.�:^.il.. mf�.0 �l.' �te.3••.f.n• •e.,L'',�'.,:'l+,.u_t �,b: �a:�:e Ti,� ..t"�c,c,ra Ms. Moira Bradshaw City of Tukwila Planning Department Respectfully, -2- April 22, 1987 4. A concern was expressed about the private driveways serving more than one lot in the project, and we have therefore modified the development to include a large cul- de -sac with a planter island to serve lots 14 through 17. We have also reconfigured the lots within the project to provide for minimum widths of 77 feet and average widths of about 80 feet. We have also eliminated all double driveways, and although there are some panhandle lots, as noted, these will be considered private driveways and the city should not become involved in maintenance responsibilities. The new project includes a total of 22 lots and has been prepared to reflect the city's concerns, along with the acquisition of the new parcel. I believe the resulting layout is substantially improved over the original concept and should minimize much of the concern previously addressed by city officials. Hopefully, the concept as shown at this time will be found to be acceptable and we can proceed with the preliminary plat hearing and the negative declaration. Would you please review this preliminary plat, and notify this office if you have any questions or comments. We will still be proceeding with an actual grading plan for the project, together with a plan /profile drawing of 53rd Place South. Additional information will be provided to you next week in order to prepare for the public hearing in early May. Obviously, we want to proceed as quickly as possible with the hearing process so that we can have the preliminary plat approved by the city council in early June. At this time, I am enclosing ten (10) copies of the revised preliminary plat map for your review and comment. Please let me know as soon as possible if any final changes need to be considered before we finalize the preparation of the engineering plans. I appreciate your assistance, and hope that between the two of us we have been able to develop a project which will minimize the environmental impacts and be an excellent addition to the city of Tukwila. Thank you. �. Thomas A. Barghausen, P.E. President TAB /sm C236.40 enc: (10) Revised Preliminary Plat Map cc: Mr. Dana B. Mower, Barghausen Consulting Engineers, Inc. S�'," r r.:' �� �J. THB Colorado Corporation March 30, 1987 Page 7 ,. (;:.: :�i:'. ST�`vl �.�, � . I�J S+s.. ✓..n �..�. ... .. .�L.Si �� } ... . .,. :'�:k.�'�� a . %rev^y; `t :fy ^,!.IP�t.+J . Nn )'7" �(.�. F g- W7 -gtu3 FOUNDATION SUPPORT We recommend that spread footings be founded in the medium dense sand or dense to hard glacially consolidated soils or on compacted structural fill placed as recommended above. We recommend a minimum width of 16 inches for continuous wall footings. Isolated spread footings should be at least 18 inches square. The minimum depth of embedment for all footings should be 18 inches. For foundations designed and constructed as recommended, an allowable bearing pressure of 2000 pounds per square foot may be used. This value applies to the total of dead and long -term live loads exclusive of the weight of the footing and any overlying backfill. This value may be increased by one - third when considering wind or seismic loads. We estimate that footing settlements will be less than 1/2 inch. We anticipate that the exposed bearing surfaces in excavations will become softened or disturbed if not carefully protected from exposure lo moisture and construction activities. Therefore, we recommend that these excavations be made during periods of dry weather. If the bearing soils become softened, the disturbed soils should be excavated and replaced with structural fill compacted to at least 95 percent of the maximum dry density as determined by ASTM D -1557. FLOOR SLAB SUPPORT The sand and silt soils will provide satisfactory support for on -grade slabs if they are not disturbed by construction activities. Disturbed areas should be repaired in the same manner as recommended for footing excava- tions. Slabs may also be supported on structural fill placed and compacted to 95 percent of maximum dry density. We recommend that a base course layer of imported clean granular fill or clean crushed rock at least 4 inches thick be placed to form a capillary break beneath the slab., A positive hydraulic connection should be provided on the downhill side of the resi- dences between the base course layer and the footing drain system recom- mended in a subsequent section. A vapor barrier should also be installed to minimize the potential for migration of moisture through on -grade slabs. GeoEngineers Incereereftad THB Colorado Corporation March 30, 1987 Page 8 •�utN : stir +., i s "9' »J<: s ..; s K ,` y^ x . a � z• +s�rt:.uf,C..: ? •`°y'p?f1Yf,': rP .. ...,u _.. t. .. ._.i J........L .r... `' 7 ..S: r e,r..'�.... .� \H4.... i; aL,n Atv! w'.1�..5 if ;t ��t �I''fL;: S °:.�. V'1' DRAINAGE We recommend that surface runoff be directed to a storm drainage system. Concentrated runoff should be prevented from flowing down slopes below residences or driveways. This should be accomplished by providing a system of curbs, gutters and catch basins. Roof, pavement and foundation drains should be connected to a tightline disposal system. Roof and founda- tion drains should not be combined around structures. The footing drain system should consist of perforated drains installed at the outside base of the perimeter footings. These drains should consist of slotted PVC pipe surrounded by 6 inches of pea gravel wrapped in filter fabric and connected by a tightline system sloped to drain to an appropriate disposal point. A permanent subsurface drainage system may also be appropriate around the periphery of cut areas. The extent and location of these drains can best be established during construction with the assistance of GeoEngineers' representative. These drains should be constructed in the same manner as the Footing drains. PAVEMENTS Pavement subgrade areas should be prepared as described under SITE PREPARATION. The pavement subgrade soil should be compacted such that the upper 1 foot of soil attains at least 95 percent of the maximum dry density. Access roads and paved areas should be underlain by at least 6 inches of clean sand and gravel or crushed rock fill. For the expected light vehicular traffic, we recommend an asphalt concrete paving thickness of 2 inches. SLOPE STABILITY Landslides have occurred in the slope north of Slade Way where unfavor- able conditions such as steep slopes and seepage occur. Those movements have not affected this site. We did not identify any significant signs of instability on the project site. The limited area of shallow, surficial creep noted on the eastern part of the site is not considered significant ;i, it can be controlled by site grading and drainage improvements. GeoEngineers Incorporated i ak',•' ' t" a a' �1" sY,> agata3; �fc'^" ��ix: 113.,ZEsF+.':.'`: i�°: ��,'. �x�`�,iL�'iSfL.t"tiW:s°t� -, sk BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" Ms. Miora Bradshaw Planning Department City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Miora: Thank you for your consideration. January 15, 1987 Re: Name Change for Proposed Plat Application for Silver View Ridge Our Job No. 2262 MgEITED !AN 2 ° 1987 Ci i Y OF TUKWILA PLANNING DEPT. Please be advised that we are requesting that the name for the above - referenced project be changed from "Silver View Ridge" to the name of "Silver View." All future correspondence should hopefully reflect this name change from our office, and we will modify our preliminary plat accordingly for future submittal. Would you please make a note in the file that we wish to process this name change, and let me know if anything else needs to be initiated in this regard. I appreciate your assistance and look forward to supplying your office and the other departments in the city with the required environmental information so that we can be scheduled for the public hearing in February as we discussed. Respectfully, (7 Thomas A. Barghausen, P.E. President TAB /sm C215.75 cc: Mr. Dana B. Mower, Barghausen Consulting Engineers, Inc. 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 d3'f2e'aiidr `�h'� `tjyy ��,,��••��®®,,vvLL..-- ���•� ,an.pe. //}}ff oy. .ywr .yy�,.y{; )) '!i C - � 4 , 1 ,�siii r! "= ti4?i��� 'T m41s') ����'`i`%y7L1'!st?C7'!2a'"c Cn,'.�p r�-0�TIY Agin .�is:.lyuy',�'j�iY:Xa'm:L3Yi J+s/i:' J:1w$'�1ff N.iS�tlJ3.,N�ilrWS / iSA:sM i'Yd�Sw4:���r'�'•i;t.W'i Ss' S [� 'NLFR:z✓•}tiS.�i�1�!}`✓l�:{�i: +1..'s a1.Giln�J ]Sr�i'cJ' :rYL�Y3t,5�SslS%. .`.+� Xf u. C. 1,711 Washington State Department of Transportation District 1 Office of District Administrator 6431 Corson Avenue South #C -81410 Seattle, Washington 98108 206 764.4141 City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Moira Carr Bradshaw Dear Ms. Bradshaw: PR /hl mramg , , ;AN ►_ 5 18871 C;fl Y' "CAF TUt::`�r LA PLANNING DEPT. CHUCK GLEICH Developer Coordinator - South Duane Berentson Secretary of Transportation January 13, 1987 SR 5 MP 154.1 Vicinity CS 176700 Shortplat for Silver View Ridge Shortplat No. 81 -20 -SS This letter is in response to the Short Subdivision review we received from the City of Tukwila Planning Department on January 12, 1987. The proposed development is located in the northwest quadrant of the intersection of South 166th Street and 54th Avenue South and is for subdividing 5.5 acres into 18 lots for single family housing. The Washington State Department of Transportation feels this Short Plat will have no adverse impact upon any state highway in this vicinity. Thank you for the opportunity to comment on this proposal. If you have any questions, please feel free to contact Mr. Phillip Riggins (236 -4405) of my staff. • 'i.';."wrIzAm'!. t • a , , ,, ,1 nr :. .,^*, • • 4: r.4.53', fi k':v1: ;'xn :.t'.. > ii+ � �s- ��r i_. D'. d. :; 7• r�° �1r. ru' L. Si.?:,' +tla��$.4.J�a1�'L::s:x .'( «' L• r: A, n�`d„!,�,'4ji MCB/ s j n attachment City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM • i. xf i' mry� :Y;v�' r 'KX ds^'st"WV:.'�yJe'" . '� t'.��!�'�'$ 'fixi.'�:.?�.swL�:�itii,5: Vfis �t::sk�k:LPr :s£�'1 1 -, TO: King County Health Department South Central School District Val Vue Sewer District Water District No. 75 Washington DOT Puget Power Group W Cable (TCI) FROM: City of Tukwila Planning Department DATE: January 8, 1987 SUBJECT: SILVER VIEW RIDGE SINGLE - FAMILY SUBDIVISION �- r 4 �ti o-. . _M14 � S.! � t Attached is a copy of a preliminary plat for 18 lots on approximately five and one -half acres. The proposed subdivision will access off of 54th Avenue South and is located in Section 26 Township 23 North Range 4 East. The parcel includes part of Lot 19 and all of Lot 20, Block 2, McMicken Heights Division No. 1; and Lot 2, Tukwila Short Plat No. 81- 20 -SS. You may file recommendations regarding this proposed plat, within thirty days or by January 31, 1987 with the Planning Department. Please address any comments to Moira Carr Bradshaw, 433 -1848. IpAri 71.1 C•C1T. 13.. Y. ".. r S. 164th ST. ar� •146 .644.• al Mate 11 51:1. M MW w 4 2. CI= 111: .0. Mi..1. a. MW L s 1 1 • 14.:1, r. WY =Kt far 4. f1J. r. u. - a+-J. MIN rr:J.r NW •014.77 u �L. 1 4 .• MIN C w- •••■ a to 301:3. r t..• 1.4 WO C. S.TI. . 1 51:1. r. MIN r y T �L • a:n•z 1 a:..:Lr• M.. 70 rJt.i 4.2 0+d 21 T. ]• • a• r.• r•.. t✓-•9 -- 4 ..--•-• G1J. WJ.•. IM 3L: t!'T t, j1.J._. R ^T.. . 1411 32010^1 :031s r. N4 '3 Car 4113.1032. • awl 41.. C. • aCi • • 13 1 1 4 •':la 401 C. 51:1, r MIM 4. a r :ta ta: • • a,.t r • 117.1;1. r. Mr 7 S F. o SLADE WAY C • .4.. : ; N. . • +•1 i S. 165th Court St 1 • / , . i N Fl e A e X R e r II . . 1 i 1' _ • Y / • c / s I- otr t nC. u! iIR• • w wa r . 1. O.J. r. Mr •�GT1. M.. Mr !i ? I ; i % '" .t______ • i_1_0 LL! h 2.2 • C -. IM 1L• 1 1•42. OJ. M. MIM �� S. 466th..v t- - -ST, =- ; h i SIC 14. ACC!. M MW .a-.axvr. es i a- 0•c• 0.:0.71 + •... n11v a. . �als ja �a:iil:. f ,r04 03000 ..,. 1.4. ,` NIM ••T r. 1 ; .4 4 �i 4l.J.r. :WI air : ce' 61:11. M. MW Islal •.1 O J. r •111 2 N 3 • I PRELIMINARY PLAT OF _ SILVER VIEW ESTATES • w •t w 4014 r•••.2 Wrr .• tr.r N • . t t -W • ..r 4.00. ••••.Y ••• r. 2•••&•••••12 ••■• r bow. 1.•.. •r W. It r ,•IM30 . 61••• •I •1r ot r Tr4.•. * ••••••• 10••00 •• I •w•• •taw 4 1.R N TW•a •T• r• f N NR N Tarr M. 110 r1.n•Mr.wwM ran ...r•.y.. 11..30 w •••• .• N.. • t W 11 •r Mar / N .0 •1•. •1 •u■■ M.. 40004 ••. 1 .66 141'0'04.r 111., 17•••111. 1 1211.1 ••••• ••••6,•.• -.SITE DMA ••° 12•11 1.04.71 . ewe S Mi.i •• WII 201107 TM 171101001 ta•M.T11f M1 `135 1.11. 111111. WIZ 11: ••311 Mr 01,.13 77+107 orate T cur. aru:M e1tNa1. ,. 4: ur. r Moo 1300 011.111 •art! 1 0110135! •..a M M 101117 7 40 • • role KY alms aMm •u + w1• 1611•011* 111 14N.r••l1 7110 •IS...tal rn M Tan. tam a1* MOM 0101 nm,RM Is Tara �6' 01.121 11321* M *111.7 •n••1*1 !M 15T •Jmlto•of nu 01m4T ern r Tars. Mora Mn! 0011•000 •4 IMa Rita fi NM. 202 LICK MITI= SIT. 7•13.4 .naa sere. TMa In/r..=1.4 440.1. ••• .W . 6321• sNYrM.M a... .O • in MIMS 1•.: - 103.011 .a M.r MIT M tart al 1141 ..M.ca •1M4.t11 MOWS MM .tart 133r 1114 SKr 113 n 1 -aa01w as r.ra n 4.4t• ° )1 •• fir 13.31•!: " • MIVangir • 2262.02 • • • • • • • • • , • , . • • • • • 4 SILVER VIEW RIDGE OUR JOB NO. 2262 DECEMBER 26, 1986 A * fie I X.EGAL DESCRIPTION: A portion of the real property situated in the Northwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: The North 109.08 feet of Lot 19, and all of Lot 20, of Block 2 of the plat of McMicken Heights Division No. 1 (unrecorded) situated in the City of Tukwila; TOGETHER WITH Lop 2 of City of Tukwila Short Plat No. 81-20-SS as recorded in King County records under Recording No. 8107020714, said lot being a portion.9f Lot 21 of Block 2 of said plat of McMicken Heights Division No. 1 (unrecorded).. ALL SITUATE in the City of Tukwila, County of King, State of Washington. • City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Miora Bradshaw Re: Dear Ms. Bradshaw: "al "Land Planning, Survey, and Design Specialists" '4.1. t4L:SMI.'•C.OMwM.N IVII111+ �'aVin t, BARGHAUSEN CONSULTING ENGINEERS, INC. December 22, 1986 1 H. c . 1986 ? I. I C1!y Qi-'il3n',',,«.A PLANNING DEPT. Preliminary Plat Application for Silver View Ridge (Formerly Belcrest Heights /City of Tukwila File No. 79 -22 -SUB) Our Job No. 2262 Approximately one month ago, I met with you to discuss the potential reactivation of the above- referenced subdivision in the City of Tukwila. During the last few weeks, our office has conducted preliminary studies to determine the feasibility of the project, and we are now prepared to proceed with the filing of a Preliminary Plat Application. In order to assist in your processing of the application, I am enclosing the following documents for your review: 1. One (1) copy of the completed Preliminary Plat Application. This application has been signed by a representative of the property owners. 2. One (1) application fee in the amount of $230.00, which is based upon $10.00 per lot plus the base fee of $50.00. 3. Five (5) copies of the Preliminary Plat Application prepared by a registered land surveyor. The preliminary plat has been prepared at a scale of 1" a 50' and includes topographic information at five -foot contour intervals. 4. Fifteen (15) copies of the Preliminary Plat Map are provided at a reduced scale on. 8 1/2" x 11" paper. 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 i. a Y , nom li i�. > f . i'ia R I +. V ` „ `.'7±`?'e.• fro .e�r..+`^Z "�PM�tr!r}�9� MY.�,vi 1�°`F�4 Thy{, ;CAA Si"rS'i�?:..Y..�{C,;r'f..,{�:W' vai::, �i+ aF;.is.;i:�i.�i.l ....u_° �i�ii�.suai��!�r,:.. . ._�S�r� .: f. �' �r. ���i.: �• �. L` 4�5 'Rti�..v�hitv�:..i.�ti:�4��.: }1`$ 3r .0.1L`LLti.:.,'x�fj::a- .�.',,1,•: [ax'u'r`�Ta.,:.a:..,^yr City of Tukwila Planning Department -2- December 22, 1986 5. One (1) complete listing of the names and addresses of all owners of record within 300 feet of the subject property, together with occupant addresses has been provided. 6. One (1) original and two (2) copies of the completed environ- mental checklist for the project is enclosed. 7. One (1) original and two (2) copies of the legal description for the subject property is enclosed. 8. One (1) original and two (2) copies of the preliminary title report for the property are enclosed. Would you please proceed to initiate your review of this appli- cation and schedule this project for review by the Planning Commission at the earliest possible date. If anything further needs to be provided in order to complete the application, please let me know immediately so that this information can be submitted. There are also several points which I would like to bring to your attention at this time which may impact your review of this project. 1. First of all. the design proposed in the new application will result in road grades which are substantially less than were previously proposed by the original applicants on this project. We have chosen to provide our access roadway entering into the property near the southeast corner of the property as opposed to the northeast corner. This enables us to gain a substantial amount of elevation and reduces the interior road grades to mitigate concerns of the Fire Department and the Public Works Department. 2. We have reduced the density of the project from what was previously proposed in order to recognize slope limitations, particularly around the entrance road, with 54th Avenue South. 3. We understand that road improvements to 54th Avenue South will be required along the frontage of the property and possibly extending to the north to the intersection with Slade Way. We will be working with the Public Works Depart- ment to develop a design for these improvements over the next month so that concerns of the Public Works Department and the Traffic Department in this regard can be resolved. • • 6 ,A1Pot. City of Tukwila Planning Department TAB/sm C212.50 enc: cc: ..a.11:mAitzfrANIU..umm, ...vomozattmvpinivAravglroV.Zat IffigeMESSMIONEM ( i. -3- December 22, 1986 4. We will be initiating a soils study for the project during the month of January to have this information available prior to the Planning Commission hearing. The soils report will address-slope stability, xxading, and road stabilization. , The original preliminary plat was approved by the Planning Commission but apparently was never submitted to the City Council for final approval. We believe that the current proposal is more sensitive to the environment and will have reduced environmental impacts as a result. We also believe that the lots to be developed by the proposal will represent excellent building sites. The overall project should be a positive addition to the city of Tukwila. Finally, the single-family development that is proposed will be consistent with development that has already occurred on surrounding parcels and will be consistent with the adopted planning goals and policies of the City of Tukwila. I look forward to hearing from you in the near future as to the hearing date to be set for the project before the Planning Commission. Thank you. Respectfully, 4/ 2 / ...- - : -- -G--: Thomas A. Brghau s::IT:IEI ------------ President As Noted Mr. Dana B. Mower, Barghausen Consulting Engineers, Inc. VESTED IN: EXCEPTIONS: Certificate for Filing Proposed Plat "BELL CREST HEIGHTS" As on Schedule B, attached. hereto. • '?. CHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, SUITE 1800 SEATTLE WASHINGTON 98104 PLAT CERTIFICATE In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifie's that the title to the following described land situate in said King County, to —wit: SEE SCHEDULE A (NEXT PAGE) BEL CREST REALTY, INC., A WASHINGTON CORPORATION Records examined to 'De'tonti'dir 22 Y <`198e at 8: 00 A. M. CHICAGO TITLE INSURANCE COMPANY r By �.. — . Frank Kelly Title Officer 628 -5659 Order Number 109416 a11ERdIo CITY ur . l �i:Ubt1:A PLANNING DEPT. PAGE PARCEL A: PLAT CERTIFICATE SCHEDULE A Order Number 109416 THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION; THENCE ALONG THE WEST LINE OF SAID SECTION, NORTH 0 DEGREES 14'13" WEST 890. 92 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 664 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 0 DEGREES 14'13" WEST 309.08 FEET; THENCE NORTH 89 DEGREES 21'31" EAST 635.82 FEET TO THE WESTERLY LINE OF 54TH AVENUE SOUTH; THENCE ALONG SAID WESTERLY LINE SOUTH 23 DEGREES 45'00" WEST 336.01 FEET THENCE NORTH 89 DEGREES 21'31" WEST 499.21 FEET TO THE TRUE POINT OF 'BEGINNING; (ALSO KNOWN AS LOT 212 AND THE , NORTH 109. 08 FEET OF LOT 19,,, BLOCK 2, MC, MICKEN HEIGHTS NO 1., ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL p: LOT 2 OF CITY OF TUKWILA SHORT PLAT NUMBER 81 -20 —SS RECORDED UNDER RECORDING NUMBER 8107020714. SAID SHORT PLAT BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; RUNNING THENCE ALONG THE WEST LINE OF SAID SECTION, NORTH 0 DEGREES 14'13" WEST 1,200 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 664 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; RUNNING THENCE NORTH 0 DEGREES 14'13" WEST 200 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 636.08 FEET TO THE WEST MARGIN OF THE ROAD; THENCE ALONG SAID MARGIN SOUTH 0 DEGREES 09'36" EAST 200 FEET; THENCE NORTH 89 DEGREES 21'31" WEST 635.82 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 220 FEET THEREOF. (BEING KNOWN AS TRACT 21, BLOCK 2, MC MICKEN HEIGHTS NUMBER 1, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE WEST 220 FEET THEREOF). PACE 2 + YCT?• .w ,a' .w' R„`... AV � p V�"' } {F 'Ir^ �i 1 . "K:" ��y�'. ,p , �'`'!�•�` r �� iiC :`(�x?"#:'s: t -w^: •r: i` "v�'i �` �'� ' , {����„�py'� "� �'�i�:}k, o,� � !' ,t�,i�":x3.^"�'�; � „>•_�:;' � r .;"�. f'�`�5��' s�irY'�7' ..:.r til,�.d:a�`t.�2mSL' 147d + ..�,- :�it.�,:I�,•, k. .a�ar�C:..:.�,r 3:x''�;..v � .�.sk' r. iK�v:ta k. vt.,. ax,: � >K;.vyy,w.a..�,'7u..,.....' w• .c r, ..,u..,: • PLAT CERTIFICATE SCHEDULE B Order Number 109416 A. 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 for value of record the estate or interest or mortgage thereon covered by this Commitment. B. .Rights or claims of parties in possession not shown by the public records. C. Encroachments. overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements 'or claims of easements not shown by the public records. E. Any lien. or right to a lien. for services. labor or material heretofore or hereafter furnished. imposed by law and not shown by the public records. F. Liens under the Workman's Compensation Act not shown by the public records. G. .Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payables matters relating to special assessment and special levies, if any. preceding the same becoming a lien. I. (a) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (b) water rights. claims or title to water. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS ( *1000.00) 2. EASEMENT AND THE TERMS GRANTEE: .� PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NUMBER: DATED: RECORDED: RECORDING NUMBER: 3. EASEMENT AND THE TERMS PURPOSE: AREA AFFECTED: 4. RESTRICTIONS CONTAINED UNDER RECORDING NUMBER PLAT CERTIFICATE SCHEDULE 8 1. RIGHT TO ENTER SAID PREMISES TO MAKE REPAIRS AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO THE ELECTRIC TRANSMISSION LINE LOCATED IN THE STREET OR ROAD ADJOINING SAID PREMISES AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING 2880048. AND CONDITIONS THEREOF: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION ELECTRIC TRANSMISSION AND DISTRIBUTION LINES ALONG NEAR THE SOUTH LINE OF PARCEL A December 181 1948 February 15, 1949 3877405 AND CONDITIONS THEREOF: STORM SEWER DRAINAGE LINE NORTHERLY PORTION OF PARCEL H AND OTHER PROPERTY JANUARY 12. 1960 JANUARY 19. 1960 5122535 IN CITY OF TUKWILA SHORT PLAT NUMBER 81 -20 —SS 8107020714, AS FOLLOWS: 1984 it 867. 59 • 0.00 $ 867.59 PLUS INTEREST 537920- 0191 -07 2320 Order Number 109416 AVAILABILITY AND ADEQUACY OF SEWER UTILITY CAPACITY ' TO SERVE THIS SITE SHALL BE DOCUMENTED IN LETTER FORM FROM VAL —VUE SEWER DISTRICT PRIOR TO. RECORDATION OF THIS SHORT PLAT. PRIOR TO OR CONCURRENT WITH DEVELOPMENT ACTIVITY ON THIS SITE, APPLICANT SHALL PROVIDE FIRE HYDRANT(S) WITHIN THE REQUIRED DISTANCE AS SPECIFIED BY THE FIRE DEPT.. DRIVEWAYS IN EXCESS OF 50 FEET IN LENGTH SHALL NOT EXCEED 15 GRADIENT. 5. DELINQUENT GENERAL TAXES YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: iaVali t m i m r , ui u rlflYwlagui «' z. :: B. 'it1,.70 ::7ivA. PLAT CERTIFICATE SCHEDULE B AFFECTS: PARCEL A 'Yt 6. DELINQUENT GENERAL TAXES YEAR: 1985 AMOUNT BILLED: * ' 904.43 AMOUNT PAID: * 0.00 AMOUNT' DUE: * 904. 43 PLUS INTEREST TAX ACCOUNT NUMBER: 537920- 0191 -07 LEVY CODE: 2320 . AFFECTS: PARCEL A 7. DELINQUENT GENERAL TAXES YEAR: 1986 AMOUNT BILLED: * 963.20 AMOUNT PAID: * 0.00 AMOUNT DUE: $ 963.20 PLUS INTEREST TAX ACCOUNT NUMBER: 537920- 0191 -07 LEVY CODE: 2320 AFFECTS: PARCEL A DELINQUENT GENERAL TAXES YEAR: 1984 AMOUNT BILLED: * 392.70 AMOUNT PAID: * 0.00 AMOUNT DUE: * 392.70 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0195 -03 LEVY CODE: 2320 AFFECTS: PARCEL B 9. DELINQUENT GENERAL TAXES YEAR: .. 1985 AMOUNT BILLED: * 409.37 AMOUNT PAID: $ 0.00 AMOUNT DUE: * 409.37 PLUS INTEREST TAX ACCOUNT NUMBER: 537920- 0195 -03 LEVY CODE: 2320 Order Number 109416 ���L'Pit::i f r, ituscu�V�F5.. 1Y• aas .K3ec:�:.:�a?.7 ^e�:�tdv".ii�T AFFECTS: 10. DELINQUENT GENERAL TAXES YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: 11. JUDGMENT: AGAINST: IN FAVOR OF: FOR: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR:• 12. NOTICE OF FEDERAL TAX LIEN: IN THE AMOUNT OF: FILED: RECORDING NUMBER: AGAINST: 13. JUDGMENT: ' AGAINST: IN FAVOR OF: FOR: r PLAT CERTIFICATE SCHEDULE 8 PARCEL 8 1986 $ 435. 97 $ 0.00 $ 435.97 PLUS INTEREST 537920- 0195 -03 2320 PARCEL 8 BEL CREST REALTY, INC., AND EARL A. WESTLUND AND JOANNE M. WESTLUND, HUSBAND AND WIFE ' STANLEY N. KASPERSON, TRUSTEE $4,500.00; TOGETHER WITH 12 PERCENT INTEREST PER ANNUM FROM JUNE 10, 1981 UNTIL DATE OF THIS JUDGMENT; AND IN THE AMOUNT OF 8750.00 ATTORNEYS FEES November 12, 1982 1 82 -9- 16567 -6 82 -2- 02073 -7 JAMES U. BITTNER * 1.345.96 PLUS INTEREST March 27, 1984 8403275013 BEL CREST REALTY INC. Order Number 109416 BEL CREST REALTY. INC. G. R I CHARD AND JOANNE 8. BURWELL. THOMAS J. MC INTYRE, DDS. JERRY L. AND VERLA L. CAROL A. GILLIGAN. ROBERT M. AND HELEN M. BUCK. THOMAS B. AND JEANETTE M. NICHOLS. A. GREG AND LORRAINE M. THOMAS. ALDEN F. FUCHS. CHARLES T. STEPHENS. KANCE 8. STEPHENS, RAY T. _ AND NEVA C. SMITH, HELEN 8. CHAMPOUX HOGAN. L. E. AND JOYCE . E. SAMFORD. E. E. SANDBERG TR U A3- 28 -67, R. A. CASSUTT• F. CLIFTON AND BETTY LU CURL. REINHOLD R. AND IRIS D. BRAUN. RUSSELL A. AND RUBY PATTERSON, CONTINENTAL INVESTORS CORP.... BELLEVUE CLINIC. INC . • P. S. *435, 000. 00 PLUS INTEREST OF *410, 507. 00. PLUS COSTS AND ATTORNEYS FEES OF *27,613.00 (DEED OF TRUST FORECLOSED), (JUDGMENT 14. JUDGMENT:. , AGAINST: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR: IN FAVOR OF: FOR: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR: PLAT CERTIFICATE SCHEDULE B Order Number 109416 SUMMARY SHOWS ATTORNEYS FEES $25,000.00, COSTS $816.00. OTHER RECOVERY AMOUNTS $1.797.00; PRINCIPAL JUDGMENT AMOUNT, ATTORNEYS FEES, COSTS AND OTHER RECOVERY AMOUNTS SHALL BEAR INTEREST AT 22.5 PERCENT PER ANNUM January 30, 1985 85 -9- 01392 -7 84, -2- 07897 -9 PAUL M. WILLIAMS BEL CREST REALTY, INC., AND AMERICAN TOWNHOUSE BUILDERS CORPORATION, ET AL ACE ELECTRIC SERVICE, INC., A WASHINGTON CORPORATION, ET AL SEE BELOW • November 19, 1985 85 -9- 15717 -1 83- 2- 12031 -4 GEORGE W. SCHOONMAKE ORDERED THAT ON 1ST PROMISSORY NOTE IN FACE AMOUNT OF $210,000.00 AND THE RELATED DEED OF TRUST PLAINTIFFS ARE GIVEN JUDGMENT IN SUM OF $478,017.54. TOGETHER WITH INTEREST THEREON AT AGREED CONTRACT RATE OF 32 PERCENT.PER ANNUM FROM AND AFTER NOVEMBER 13, 1985. THE AMOUNT OF $11.250.00 AS ATTORNEYS FEES, THE SUM OF $243.85 AS COST OF TITLE SEARCH, THE SUM OF $4,535.64 FOR REAL ESTATE TAXES PAID AND THE FURTHER SUM OF $2.274.62 AS A WATER ASSESSMENT PAID; FOR A TOTAL JUDGMENT OF $496.321.65 TO DATE OF THE DECREE, TOGETHER WITH COSTS AND DISBURSEMENTS HEREIN TO BE TAXED; ORDERED,THAT ON 2ND PROMISSORY NOTE IN FACE AMOUNT OF $72,180.97 FOR JUDGMENT AGAINST DEFENDANTS BEL CREST REALTY, INC., AND AMERICAN TOWNHOUSE BUILDERS CORPORATION IN SUM OF $164,303.64. TOGETHER WITH INTEREST THEREON AT THE AGREED CONTRACT RATE OF 32 PERCENT FROM AND AFTER NOVEMBER 13. 1985; THE SUM OF $3.750.00 FOR ATTORNEYS FEES FOR TOTAL JUDGMENT $168,053.64 TO DATE OF DECREE, TOGETHER WITH COSTS; AND PLAINTIFFS SHALL ALSO BE AWARDED SUCH ADDITIONAL FEES AS MAY BE INCURRED IN COLLECTION OF THE JUDGMENTS HEREIN; (TWO DEEDS OF TRUST ARE FORECLOSED); JUDGMENT SUMMARY SHOWS INTEREST TO DATE OF JUDGMENT OF $494.78; COSTS $505.00; PRINCIPAL JUDGMENT AMOUNT $664.375.29; ATTORNEYS. FEES $ PRINCIPAL ATTORNEYS FEES AND COSTS SHALL BEAR INTEREST AT 32 PERCENT PER ANNUM. • ., 15. JUDGMENT: AGAINST: IN FAVOR OF: FOR: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR: PLAINTIFF: DEFENDANT: ATTORNEY FOR THE PLAINTIFF: PLAT CERTIFICATE SCHEDULE B F. CLIFTON CURL ET AL BEL CREST REALTY INC., ET AL ORLEY J. SORREL Order Number 109416 JOANNE M. WESTLUND, IN HER.SEPARATE CAPACITY, VIRGINIA BROWN, AND BEL CREST REALTY, INC., ET AL F. CLIFTON CURL ET UX, ET AL $940,655.00 WHICH SHALL BEAR INTEREST AT RATE OF 22.5 PERCENT PER ANNUM FROM DATE HEREOF IN FAVOR OF VARIOUS CREDITORS May 15. 1986 86 -9- 07017 -1 84 -2- 07897 -9 ORLY J. SORREL; PAUL M. WILLIAMS; HOWARD E. BUNDY; KENNETH L. CORNELL; LEE R. MC NAIR; ROBERT J. ADOLPH; STEPHEN E. DE FOREST AND MELVIN F. BUOL 16. SHERRIF'S LEVY ON REAL PROPERTY AND ORDER OF SALE RECORDED JUNE 13, 1985 UNDER RECORDING NUMBER 8506135005 ORDERING THE SHERIFF TO SELL SAID PREMISES TO SATISFY JUDGMENT SET FORTH AT PARAGRAPH 13. 17. 'UNRECORDED CERTIFICATE OF PURCHASE HELD BY A COURT APPOINTED TRUSTEE IN FAVOR OF NUMEROUS PARTIES DISCLOSED BY RECITALS IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84- 2- 07897. , 18. UNRECORDED SHERIFF'S DEED DISCLOSED BY RECITALS IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84- 2- 07897 -9. NOTE: UPON RECORDATION OF SAID SHERIFF'S DEED THE MATTERS SET FORTH AT PARAGRAPHS 11, 12, 13, 14, 15, 16 AND 17 WILL BE REMOVED. 19. PENDING ACTION IN KING COUNTY SUPERIOR COURT. CAUSE NUMBER: 84 -2- 07897 -9 FILED: June 05, 1984 BEING AN ACTION FOR: FORECLOSURE OF DEED OF TRUST'RECORDED UNDER RECORDING NUMBERS 8106240390 AND 8107210575 20. RIGHT, TITLE AND INTEREST OF THE COLORADO CORPORATION, A COLORADO CORPORATION PURSUANT TO AN EARNEST MONEY. AGREEMENT DISCLOSED BY PENDENCY SET FORTH AT PARAGRAPH 20. 21. CONSEQUENCES OF ATTACK ON. THE ESTATE HEREIN INSURED BY CREDITOR OF BEL CREST REALTY. INC. UNDER ANY CREDITOR'S RIGHTS LAW, STATE INSOLVENCY LAW, OR A TRUSTEE IN FEDERAL BANKRUPTCY LAW. 22. RIGHT OF ANY PARTY INTERESTED TO SUE OR PETITION TO HAVE SET ASIDE, MODIFIED, OR CONTEST A FORECLOSURE SALE, OR THE DEED PURSUANT THERETO, THROUGH WHICH TITLE TO THE LAND INSURED I8 DERIVED. PLAT CERTIFICATE SCHEDULE 8. End of Schedule 8 Order Number 109416 NF81•18 IMPORTANT: This Is not a Plat of Survey. It Is furnished as a convenience to locale the land indicated hereon wlth reference to streets and other land. No liability Is assumed by reason of reliance hereon. ;••., ' 1 '" • • c•••:,, $ • -, i . ''-•• gp . , 1 ;• —.124 s • .6.- . .1 Z 60 i : 0 -• • 6 l -. is II • • ..12 • 4 .. I •-• 4 6 0"......, rib • 4 . • 1.2 ..,.. Ces •..• 1 • 5 ...f . t.: r • .....• , 1 .• 9 • 7. ; 4 .... , ......." „..., i c f r 3 3C! . '.3 • . e 1 es 70.0 TO o• ., 71 t • .." *a • a s TH .1 0 I I se4. .. 04 os 7 • • • • • - -J e ?•• 6 Ira 11icago Title Insurance Company . • lA la •• 34. . • a • J!: •70S. I. IL : .• .6 : • 0 f4;.• c•) 4 I1.�3 ,t.tA L 7. e ll' i 3 t • \c).\\e- ft. •1t.• s0 ; 19 0 0 0 - ..• — I ....TtaX60-r• Pt 1 •4CD . '4 r no . X..* ."•••••\ • . : :t 3 • • • ,„ .17 4. ■ . I I $ .7 7-7.7. Ilk. 1..: Arr f j I ,, 0 i • II; 010 1 . 3 • 16. :•!T 0 3 . ••3 de • vs ilt I st I • ••• :. .•• 1.1. L 416.. • • 4 • . i API 4 V • 14 S . I66TH ''s . L TU.SP 81-20-SS — 8107020 714 ; 4. 6, • 3. 16. .•• el 2/.3/ NV •0 Phone 828-5668 4100.041 0 ORDER NO. /409 la • • 22 1:1 • :It 7 1--! 1,r) • tor Oa • 0$.* 0 I. .11 i le% OJT 0 9 • .1 44 : 41 :l r�: r.1'15'.F'�) .... ,.M.:k.o^O%.t � j n, ..: hw t.� a & ,W A 5t:,}l I . ... � :: �. a". 6aG.: �, N Y. Yi. P. �� ,h'�N�s�i!x..{Cr.".�`.$2L`.^.aa �i�' SiS: C:: $ J. P�13i :4 r =.li3)i:'�ats?w.�ia%iS.Hnoubr .:,.'rFsw.. w�x...5'rF �4- �..:.twitY2t vavo.,..H�rtiA.33 � ."u:+itvuLb..,f_....,`._,.�� C�..iv�a'i,�_fibld Certificate for Filing Proposed Plat "BELL CREST HEIGHTS" In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said King County. to —wit: VESTED IN: EXCEPTIONS: As on Schedule B, attached hereto. By C CAGO TITLE INSURANCE COMP(; 701 FIFTH AVENUE, SUITE 1800 SEATTLE WASHINGTON 98104 PLAT CERTIFICATE SEE SCHEDULE A (NEXT PAGE) Records examined to December 22. 1986 at 8:00 A.M. BEL CREST REALTY, INC., A WASHINGTON CORPORATION Order Number 109416 DENIM CHICAGO TITLE INSURANCE COMPANY CITY Ur r UKVVILA PLANNING DEPT. Frank Kelly Title Officer 628 -5659 PARCEL A: PARCEL 8: PLAT CERTIFICATE SCHEDULE A Order Number 109416 • THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION; THENCE ALONG THE WEST LINE OF SAID SECTION, NORTH 0 DEGREES 14'13" WEST 890. 92 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 664 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 0 DEGREES 14'13" WEST 309.08 FEET; THENCE NORTH 89 DEGREES 21'31" EAST 635.B2 FEET TO THE WESTERLY LINE OF 54TH AVENUE SOUTH; THENCE ALONG SAID WESTERLY LINE SOUTH 23 DEGREES 45'00" WEST 336.01 FEET THENCE NORTH 89 DEGREES 21'31" WEST 499.21 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT 20 AND THE NORTH 109.08 FEET OF LOT 19, BLOCK 2, MC MICKEN HEIGHTS NO 1., ACCORDING TO THE UNRECORDED PLAT THEREOF). LOT 2 OF CITY OF TUKWILA SHORT PLAT NUMBER 81 -20 -SS RECORDED UNDER RECORDING NUMBER 8107020714. SAID SHORT PLAT BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; RUNNING THENCE ALONG THE WEST LINE OF SAID SECTION, NORTH 0 DEGREES 14'13" WEST 1,200 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 664 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; RUNNING THENCE NORTH 0 DEGREES 14'13" WEST 200 FEET; THENCE SOUTH 89 DEGREES 21'31" EAST 636.08 FEET TO THE WEST MARGIN OF THE ROAD; THENCE ALONG SAID MARGIN SOUTH 0 DEGREES 09'36" EAST 200 FEET; THENCE NORTH 89 DEGREES 21'31" WEST 635.82 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 220 FEET THEREOF. (BEING KNOWN AS TRACT 21, BLOCK 21 MC MICKEN HEIGHTS NUMBER 1, ACCORDING TO THE UNRECORDED PLAT THEREOF, EXCEPT THE WEST 220 FEET THEREOF). PAGE 2 �, .... r�'p: Yi4J,C a T , Y� Mbl ; fl N ,�I tb" ... H n �¢M �' �LZ�ita:: 1; �+ �si�Ntl7t? susti. Mza�2: r•>? xr. Y, i. �'. u c : �i?i<t= ek "T.�ia'h�`.'sr�7*d�kk ::.t%". COY':" ���1` �' �. �^;' r."ka.�iai:=is!ch".�'�;:�'i'�,n ,C,�s ?"'. , w.�� t;t;r_< n: .`�'KL-t.Yta.,'N ��.M:Pr_`%� „•w�tet�_s: L',S�.l!'``Y�r,{"�., :� •u_1",'..cl�^,.... :�.' ... .t� c PLAT CERTIFICATE SCHEDULE B Order Number 109416 A. 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 for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. Liens under the Workman's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessment and special levies, if any, preceding the same becoming a lien. I. (a) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (b) water rights, claims or title to water. J. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS ($1000.00). :' -+,., - .,c, �� fi *t.r gw v�rr : •,r. ` 1`rls�KY'?�:�l �i .. g S �±rr`'�:CiM _, \i r �1��^�:t:t!.`.'::�;� ..,':.�4 ,�.. . ✓� i4a� . ....:H.r...�r,..So3+..r�:k',... ,.i�., ..�A 1`:, a.., ...t .. 1. RIGHT TO ENTER SAID PREMISES TO MAKE REPAIRS AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO THE ELECTRIC TRANSMISSION LINE LOCATED IN THE STREET OR ROAD ADJOINING SAID PREMISES AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING 2880048. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINES AREA AFFECTED: ALONG NEAR THE SOUTH LINE OF PARCEL A DATED: December 18, 1948 RECORDED: February 15, 1949 RECORDING NUMBER: 3877405 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: STORM SEWER DRAINAGE LINE AREA AFFECTED: NORTHERLY PORTION OF PARCEL B AND OTHER PROPERTY DATED: JANUARY 12, 1960 RECORDED: JANUARY 19, 1960 RECORDING NUMBER: 5122535 4. RESTRICTIONS CONTAINED IN CITY OF TUKWILA SHORT PLAT NUMBER 81 -20 —SS UNDER RECORDING NUMBER 8107020714, AS FOLLOWS: AVAILABILITY AND ADEQUACY OF SEWER UTILITY CAPACITY TO SERVE THIS SITE SHALL BE DOCUMENTED IN LETTER FORM FROM VAL —VUE SEWER DISTRICT PRIOR TO, RECORDATION OF THIS SHORT PLAT. PRIOR TO OR CONCURRENT WITH DEVELOPMENT ACTIVITY ON THIS SITE, APPLICANT SHALL PROVIDE FIRE HYDRANT(S) WITHIN THE REQUIRED DISTANCE AS SPECIFIED BY THE FIRE DEPT.; DRIVEWAYS IN EXCESS OF 50 FEET IN LENGTH SHALL NOT EXCEED 15 GRADIENT. 5. DELINQUENT GENERAL TAXES YEAR: 1984 AMOUNT BILLED: $ 867. 59 AMOUNT PAID: * 0.00 AMOUNT DUE: $ 867.59 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0191 -07 LEVY CODE: 2320 PLAT CERTIFICATE SCHEDULE B Order Number 109416 PAGE • .• i'rrv,ka:,Vga °•t ne=^..^.�• it•f-K. ,. tiri! err,!+;. ri,tli.'� ^d ;s - "t?St;m ey, 4k�"Yfi_'l� _ NSA V A4 ..,. t'� . � + !��� y �� ?. 1�!!`y t <•.. . .E _ J �• ,T � l > n � 1�N�5 r {�y, �[ ww�i„ pis=' �Yr. �tiiJ.. 1l �A: N iNTit�s}: �waLl.? iL m. ��Ft•, e+ a.. rstbr�x``: �r�J Yr- a^•• t: rnii ✓.iM.M�uJ.k�M•.rlr'.r��l�W�.i r�f� isN. V{ Cm.:.{ l.�.x:..a.W.�a.�A•.iZ$.:..._��. f. �:•S`r+tl.�ilt�k'� c 4•ntU:i'r. PLAT CERTIFICATE SCHEDULE B AFFECTS: PARCEL A 6. DELINQUENT GENERAL TAXES YEAR: 1985 AMOUNT BILLED: * 904.43 AMOUNT PAID: * 0. 00 AMOUNT DUE: * 904.43 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0191 -07 LEVY CODE: 2320 AFFECTS: PARCEL A 7. DELINQUENT GENERAL TAXES YEAR: 1986 AMOUNT BILLED: * 963. 20 AMOUNT PAID: * 0. 00 AMOUNT DUE: * 963.20 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0191 -07 LEVY CODE: 2320 AFFECTS: PARCEL A 8. DELINQUENT GENERAL TAXES YEAR: 1984 AMOUNT BILLED: $ 392.70 AMOUNT PAID: * 0.00 AMOUNT DUE: * 392.70 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0195 -03 LEVY CODE: 2320 AFFECTS: PARCEL B 9. DELINQUENT GENERAL TAXES YEAR: 1985 AMOUNT BILLED: * 409.37 AMOUNT PAID: * 0.00 AMOUNT DUE: * 409.37 PLUS INTEREST TAX ACCOUNT NUMBER: 537920 - 0195 -03 LEVY CODE: 2320 Order Number 109416 vl * } .aT +g � ,��:LS�� �;•a 4 ;tt,.- Sid± � ;,ir+�.,s..�7 >'u'.5�m"1:.$,*:?' aE1'::7.�'ti Y' AFFECTS: AFFECTS: 11. JUDGMENT: AGAINST: 13. JUDGMENT: AGAINST: IN FAVOR OF: FOR: r ><n a i � I +' m A,:l ):• U F.s er. +: u aw* gte .tr y r Ku xy :' ��r���z3�c' t •''n��i��,�..i,�E;.,eh�47r��.i� r ..��.., SAP:: �kd�b7� ,x,���.�.�':ne`�:.�;s�a�et_ .:rz. �e'.,�"•:�eira-,�'�:'s:� IN FAVOR OF: FOR: t 10. DELINQUENT GENERAL TAXES YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR: 12. NOTICE OF FEDERAL TAX LIEN: IN THE AMOUNT OF: FILED: RECORDING NUMBER: AGAINST: PLAT CERTIFICATE SCHEDULE B PARCEL B PARCEL B JAMES U. BITTNER 1986 $ 435. 97 $ 0.00 $ 435.97 PLUS INTEREST 537920 - 0195 -03 2320 * 1,345.96 PLUS INTEREST March 27, 1984 8403275013 BEL CREST REALTY INC. Order Number 109416 BEL CREST REALTY, INC., AND EARL A. WESTLUND AND JOANNE M. WESTLUND, HUSBAND AND WIFE STANLEY N. KASPERSON, TRUSTEE $4,500.00; TOGETHER WITH 12 PERCENT INTEREST PER ANNUM FROM JUNE 10. 1981 UNTIL DATE OF THIS JUDGMENT; AND IN THE AMOUNT OF *750.00 ATTORNEYS FEES November 12, 1982 82- 9- 16567 -6 82 -2- 02073 -7 BEL CREST REALTY, INC. G. RICHARD AND JOANNE S. BURWELL. THOMAS J. MC INTYRE, DDS, JERRY L. AND VERLA L. FINKE, CAROL A. GILLIGAN, ROBERT M. AND HELEN M. BUCK, THOMAS B. AND JEANETTE M. NICHOLS, A. GREG AND LORRAINE M. THOMAS. ALDEN F. FUCHS, CHARLES T. STEPHENS. KANCE B. STEPHENS, RAY T. AND NEVA C. SMITH. HELEN B. CHAMPOUX HOGAN. L. E. AND JOYCE E. SAMFORD, E. E. SANDBERG TR U A3- 28 -67, R. A. CASSUTT, F. CLIFTON AND BETTY LU CURL. REINHOLD R. AND. IRIS D. BRAUN, RUSSELL A. AND RUBY PATTERSON, CONTINENTAL INVESTORS CORP.. BELLEVUE CLINIC. INC.. P. S. *435, 000. 00 PLUS INTEREST OF *410, 507. 00, PLUS COSTS AND ATTORNEYS FEES OF *27,613.00 (DEED OF TRUST FORECLOSED); (JUDGMENT PLAT CERTIFICATE SCHEDULE B Order Number 109416 • SUMMARY SHOWS ATTORNEYS FEES *25,000.00, COSTS *816.00, OTHER RECOVERY AMOUNTS $1,797.00; PRINCIPAL JUDGMENT AMOUNT, ATTORNEYS FEES, COSTS AND OTHER RECOVERY AMOUNTS SHALL BEAR INTEREST AT 22.5 PERCENT PER ANNUM ENTERED: January 30, 1985 KING COUNTY JUDGMENT NO.: 85 -9- 01392 -7 SUPERIOR COURT CAUSE NO.: 84 -2- 07897 -9 ATTORNEY FOR JUDGMENT CREDITOR: PAUL M. WILLIAMS 14. JUDGMENT: AGAINST: BEL CREST REALTY, INC., AND AMERICAN TOWNHOUSE BUILDERS CORPORATION, ET AL IN FAVOR OF: ACE ELECTRIC SERVICE, INC., A WASHINGTON CORPORATION, ET AL FOR: SEE BELOW ENTERED: November 19, 1985 KING COUNTY JUDGMENT NO.: 85 -9- 15717 -1 SUPERIOR COURT CAUSE NO.: 83- 2- 12031 -4 ATTORNEY FOR JUDGMENT CREDITOR: GEORGE W. SCHOONMAKE ORDERED THAT ON 1ST PROMISSORY NOTE IN FACE AMOUNT OF *210,000.00 AND THE RELATED DEED OF TRUST PLAINTIFFS ARE GIVEN JUDGMENT IN SUM OF *478,017.54, TOGETHER WITH INTEREST THEREON AT AGREED CONTRACT RATE OF 32 PERCENT PER ANNUM FROM AND AFTER NOVEMBER 13, 1985, THE AMOUNT OF $11,250.00 AS ATTORNEYS FEES, THE SUM OF *243.85 AS COST OF TITLE SEARCH, THE SUM OF *4,535.64 FOR REAL ESTATE TAXES PAID AND THE FURTHER SUM OF *2,274.62 AS A WATER ASSESSMENT PAID; FOR A TOTAL JUDGMENT OF *496,321.65 TO DATE OF THE DECREE, TOGETHER WITH COSTS AND DISBURSEMENTS HEREIN TO BE TAXED; ORDERED THAT ON 2ND PROMISSORY NOTE IN FACE AMOUNT OF *72,180.97 FOR JUDGMENT AGAINST DEFENDANTS BEL CREST REALTY, INC., AND AMERICAN TOWNHOUSE BUILDERS CORPORATION IN SUM OF *164,303.64, TOGETHER WITH INTEREST THEREON AT THE AGREED CONTRACT RATE OF 32 PERCENT FROM AND AFTER NOVEMBER 13, 1985; THE SUM OF *3,750.00 FOR ATTORNEYS FEES FOR TOTAL JUDGMENT *168,053.64 TO DATE OF DECREE, TOGETHER WITH COSTS; AND PLAINTIFFS SHALL ALSO BE AWARDED SUCH ADDITIONAL FEES AS MAY BE INCURRED IN COLLECTION OF THE JUDGMENTS HEREIN; (TWO DEEDS OF TRUST ARE FORECLOSED); JUDGMENT SUMMARY SHOWS INTEREST TO DATE OF JUDGMENT OF *494.78; COSTS *505.00; PRINCIPAL JUDGMENT AMOUNT *664,375.29; ATTORNEYS. FEES *15,000.00; PRINCIPAL ATTORNEYS FEES AND COSTS SHALL BEAR INTEREST AT 32 PERCENT PER ANNUM. PAGE 7 i(r` SFtil:, ^: S'f.`�' :�tv ::f. ^� +' ;'K• . '�;vf'a _ .:'I� •':'1e`: 5il<:. ::ti `':G.17r':ic�.��:.:1.,, �h'. S: t- fi: v;. kiw�r�i ;:iv!n..rr °drY6r.�u.... e4!rtii s'X'tu`: %ilr.'�..+:�i�r ✓f: i��i'e...,...... :: iv...y. `i"f't.... 15. JUDGMENT: AGAINST: IN FAVOR OF: FOR: ENTERED: KING COUNTY JUDGMENT NO.: SUPERIOR COURT CAUSE NO.: ATTORNEY FOR JUDGMENT CREDITOR: 19. PENDING ACTION IN KING COUNTY CAUSE NUMBER: FILED: BEING AN ACTION FOR: PLAINTIFF: DEFENDANT: ATTORNEY FOR THE PLAINTIFF: „y..,. .,� a vyr,. , : • r:: �: ti' rrr, �.; h»;. ...., �:' ". . ik�`��S °' � PLAT CERTIFICATE SCHEDULE B ORLEY J. SORREL Order Number 109416 JOANNE M. WESTLUND, IN HER_SEPARATE CAPACITY, VIRGINIA BROWN, AND BEL CREST REALTY, INC., ET AL F. CLIFTON CURL ET UX, ET AL $940,655.00 WHICH SHALL BEAR INTEREST AT RATE OF 22.5 PERCENT PER ANNUM FROM DATE HEREOF IN FAVOR OF VARIOUS CREDITORS May 15, 1986 86- 9- 07017 -1 84 -2- 07897 -9 ORLY J. SORREL; PAUL M. WILLIAMS; HOWARD E. BUNDY; KENNETH L. CORNELL; LEE R. MC NAIR; ROBERT J. ADOLPH; STEPHEN E. DE FOREST AND MELV I N F. BUOL 16. SHERRIF'S LEVY ON REAL PROPERTY AND ORDER OF SALE RECORDED JUNE 13, 1985 UNDER RECORDING NUMBER 8506135005 ORDERING THE SHERIFF TO SELL SAID PREMISES TO SATISFY JUDGMENT SET FORTH AT PARAGRAPH 13. 17. UNRECORDED CERTIFICATE OF PURCHASE HELD BY A COURT APPOINTED TRUSTEE IN FAVOR OF NUMEROUS PARTIES DISCLOSED BY RECITALS IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84 -2- 07897 -9. 18. UNRECORDED SHERIFF'S DEED DISCLOSED BY RECITALS IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84 -2- 07897 -9. NOTE: UPON RECORDATION OF SAID SHERIFF'S DEED THE MATTERS SET FORTH AT PARAGRAPHS 11, 12, 13, 14, 15, 16 AND 17 WILL BE REMOVED. SUPERIOR COURT. 84 -2- 07897 -9 June 05, 1984 FORECLOSURE OF DEED OF TRUST RECORDED UNDER RECORDING NUMBERS 8106240390 AND 8107210575 F. CLIFTON CURL ET AL BEL CREST REALTY INC., ET AL 20. RIGHT, TITLE AND INTEREST OF THE COLORADO CORPORATION, A COLORADO CORPORATION PURSUANT TO AN EARNEST MONEY AGREEMENT DISCLOSED BY PENDENCY SET FORTH AT PARAGRAPH 20. PAGE 8 e PLAT CERTIFICATE SCHEDULE B End of Schedule B Order Number 109416 21. CONSEQUENCES OF ATTACK ON THE ESTATE HEREIN INSURED BY CREDITOR OF BEL CREST REALTY, INC. UNDER ANY CREDITOR'S RIGHTS LAW, STATE INSOLVENCY LAW, OR A. TRUSTEE IN FEDERAL BANKRUPTCY LAW. 22. RIGHT OF ANY PARTY INTERESTED TO SUE OR PETITION TO HAVE SET ASIDE, MODIFIED, OR CONTEST A FORECLOSURE SALE, OR THE DEED PURSUANT THERETO, THROUGH WHICH TITLE TO THE LAND INSURED IS DERIVED. NF111.15 IMPORTANT: This Is not a Plat of Survey. It Is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. 5 t • el 2S i ts ; 7. t 943 11 a C 4TH ST 3 3 • I •••• 3 2 4 i0 9 • .2 ; ; •••• Lii • - To. 0 1 70 O 8 • • _ 4 ,\-) >, • at. 3 .3 4 r. 1) f• i.--- J 4 I, V • • ,,f• • r Title Insurance Con . • .• .1: - • •1 i° 01 : , • 0 / 03 1. LoT z TU . SP 81-20-SS 4 17,�3 p. 0: • e. SY 2/.31 N a • I : • . • 7 •.: - I 7 33, 0 Phone 628-5666 .30 4244. 00 I 4•C1 :4 I • .4* ■;'.; MO 0 10 , ■ . 1 1 . : • ••1 72°. . S. 166TH 0 .1.12%1: I : .,n• • I ST 19 is ORDER NO /09 o) 4 ....T.& Any 11 • — 71:O 0. • 22 S Lot / 0 • •ao I I —8107020714 .; ,f 4 •. 0 20 DA sv 9 a •-7- • - - ' ~ I SILVERYIEW] _ ___ _ _- -_-----_-_ � SHEET�ONE LEGAL DESCRIPTION FROM ANGLE DIErT Flb| ***** � 189 190 191 192 193 194 195 196 197 198 199 200 ST TRAV TRAV TRAV TRAV TRAV TRAV TRAV T RAV TRAV TRAV TRAV TRAV TRAV N S N N N S N S S S S N '1 88 1 89 88 1 88 1 8E[ 1 25 88 03 03 03 03 56.0 22.0 56. n 22;0 56.0 22.0 E ' E 220.00 E 200.00 W• - 59:98 E 200.00 E 351.33 E 200 03 22.0 W 64.99 08 33.0 W 100.00 •03; 08 33.0 W 99.98 03 09.0 W 336.02 03'22.0' • '49972I 1000.000 1301.564 1501.529 1�07.=..:>4 1703.529 1691.612 q7 1000.000 107]5:74B 1225.621 1229.340 1 16�. 395 1173.114 1524.242 -- 254-' 1493.856 1455.302 1393.876 1453.308 17643.198 1287.471 1641.205 983.064 1498.918 __________________________-__________________ ----------------- LAT & DEP 0.003 0.005 201 HCLOSE N 62 19 UTU rOCr0 .000 1 I PREC=1 TO 500570 Area=309801.24so ft 7.1121acres TO 190 191 197 19: 194 195 196 " •se�c ,�`r,,��~��,��z^� .`''--'-- r--� - 1 / � - � FR��> S 12 15 28.42 ' 439 1042. 885 175 TAN@PT' W �$ ` � ��: SILVERVIEW STREET ***** START 1 E RADIAL N 1 56 38.0 E DELTA 90 52 42.0 LT -- RAD TAN 25.39 L-ARC 39.65 RADIAL N 88 5f RP 166 CHORD S 46 30 17.0 W ------ T���PT - � 1 03 56.A W 168 TRAV S 1 03 56.0 W ' RADIAL N 88 56 04. A W - DE[T/4 -- LT RAD 25.00 TAN 19.07 32.5B • • RADIAL S 16 23 46.0 W RP 169 .0 E TAN@PT S 73 36 14.0 E RADIAL N 16 23 46.0 E hl RAD TAN 50.00 3�2.73 172.0u RADIAL S 3N 29 17.0 W ^ � RP -- 71 - CHORD -- TAN@PT N 56 30 43.0 W RADIAL N 33 29 17.0 E i6 19.0 RAD ' TAN 17.27 RADIAL N 35 47 02.0 W 99.91 • 326.35 NoR|M ' 1000.000 996.611 971.625 972.090 645.797 645.332 573.382 1000.00# 1 1o99.8b.5 1671 1099.004 1092.936 1085.879 1071.765 167 168 1067.940 169 • 170 171 - 172 '8-8-6-51._07-.-5 ' '- -- 173 W ` TAN@PT i8.0 W 175 TRAV S 54 12'59.0 W 120.50 460653 918.011 1/6 RADIAL N 35 47 01.0 W DELTA 44 24 55.0 LT RAD 25.00 - tAN - ' 10.21 . L-ARC 19.38 RADIAL N 80 11 56.0 W RP 440.372 932.629 177 176 CHORD S 32 00 31.5 W 18.90 444.628 907.994 178 / `~ 185 TRAV N 1 03 56.0 E 343.49 974.544 1024.038 186 --- RA .{ DELTA 89 07 18.0 LT RAD 25.00 -- 'TAN --- 247M L-ARC 38.89 RADIAL N 1 56 38.0 E ''-'--RP--- 9/b.009 999~043 I�7' 186 CHORD N 43 29 43.0 W 35.08 999.995 999.891 188 . TAN@PT N 88 03 22.0 W TAN@PT S 9 48 04.0 W RADIAL S 80 11 56.0 E DELTA 268 49 42.0 RT RAD 45.00 TAN 45.93 L-ARC 211.14 RADIAL N 8 37 46.0 E RP 452.288 863.651 179 178 CHORD N 35 47 05.() W 64.29 496.779 870.403 180 TAN@PT S 81 22 14.0 E - RADIAL S8 37 46.0 W DELTA 44 24 55.0 LT RAD 25.00 TAN - ----Iu7n1 L-ARC 19.38 RADIAL S 35 47 09.0 E -- RP b21.496 8/4.1b4 161 180 CHORD N 76 25 18.5 E 18.90 501.216 888.773 182 TAN@PT N 54 12 51.0 E 182 TRAV N �- .49 571..669 986.518 183 RADIAL S 35 47 01.0 E DELTA 53 08 54.0 LT - RAD 75.0 TAN 37.51 L-ARC 69.57 'RADIAL 8 RP 632.512 942.664 184 183 CHORD N 27 38 32.0 E 67.10 631.114 1017.651 185 LAT & DEP 0.005 188 HCLOSE N 87 11 38.5 E 0.11 1000.000 0.109 1 .WORK FILE: E&(1 SILVERVIEW PLAI PERIMETER 1 4 5 7 8 9 10 11 12 • �, ���~~��_-__'--- 1000.000E FROM ANGLE ---- DIST NORTH EAST ----- TO STAHl� TRAV N 1 03.56.0 E--- TRAV S Be 03 22.0 E TRAV N 1 03 56.0 E TRAV N 88 03 22.0 W-- TRAV N 1 03 56.0 E TRAV S 88 03 22.0 E TRAV S 1'08 330'W TRAV N B8 03 22.0 W TRAV S 1 08 33.0 W 6 B8 03 22� E TRAV 9 1 08 33.0 W TRAV S 25 03 09.0 W / ***** STAHl� 1000.000 1000.0U0 13 TRAV N 88 Z2.\y =================== LAT & DEP 14 N 62 19 Z1.6 E 0.01 PREC=i TO 500570 Hrea=309801 309��E7 220.00 200.00 200.00 351.33 64.99 100.00 190.00 99.98 336.02 '499.21 5.-748 -- ' 1301.564 1501.529 l 1703.529 1691.612 8.003 1225.621 1229.340 --- 1169.395 -- - 1173.114 1524.242 -- I491 - ;652 -------- 1520 - .254' - 1493.856 1455.302 1:393.876 1453.308 1•3E 1843.198' 1287.471 1641.205 983.064 1498.918 9'97997 999� .24so ft /.1121acres 0. 005 =07700 1000.000 4 8 9 10 11 12 14 --------- | • LOT ONE FROM (I8LE DIST N ��lH , N**** STAR[ 1 TRAV 15 THAV N 1 03 S 88 03 W 1 - �6 RADIAL . -- DELTA 89 07 RAD TAN L-ARC RADIAL S 88 56 RP 16 CHORD S 43 29 43.0 TAN@PT S 1 03 56.0 18 TRAV S 1 03 56.0 19 TRAV N 08 56 04.0 SILVERVIEW LOT TWO • 56.0 E 22.0 E 38.0 E 18.0 RT 25. 24.62 3(3.89 04.0 E 1000.0()() 82.01 1081.986 126.05 1077.710 E 35.08 W W 55.07 W 156:65' EAST )•) 1000.000 100i.525 1127.502 1052.724 1126.654 1052.26({ ' 997.199 f006:00f' 1150.626 - 1000.002' LAT & DEP -0.001 -0.002 20 HCLOSE S 71 38 30.5 W ���� ----- -U566:606- - '1000.000 PREC=1 TO 217912 Area=12049.97su ft 0.2766acres 17 18 lp 2V FROM ANGLE DIST NORTH EAST JU 1. TRW) 21 THHV 22 TRAV TRAV -~---~-~___~___________________-______-___ SlLVERVlFW • LOT THREE ***** START 1 FRAV 25 TRAV 26 TRAV 27 TRAV 28 TRAV 29 TRAV START . '•- • N 1 9 88 S 1 N 88 LAT & DEP 03 56 56 56.0 04.0 56.0 04.0 NO CLOSURE ERROR E W W N 10356.0E N 880322.0W N 10356.0E S 885604.0E 80.00 1079.986 150.65 1077.18!'. 8�.7}0 --- '997.198 150.65 1000.000 Area ft 0.2767acres FROM ANGLE DIST • NORTH EAST TO _______________ 73.71 ' 59.9E7 38.00 150.65 1000.000 - • '' ) - 1000%000 -- -- ' 1001.488 1152.112 z� - 1150.624 - �I )000.000 24 ~-=============== 10()0.000 1 1000.00 1073.697 1001.371 1Cr757= 941'. 425 1113.725 942.132 1110.924 1092.786 1 26 28 N 75 16 11.0 W 93.32 1000.005 999.999 3o ========================================================================= 30 HCLOSE S 14 39 33.8 E 0.01 1000^000 1000.000 1 PREC=1 TO 98943 Area=13518.51so ft 0.3103acres �l}'YERVI LO1* FOUR FROM ANGLE - ***** START 1000.000 1000.000 1 1 TRAV N 1 03 56 6 ~~r 1 �6:'29' ---.-. iT ' YK:7��;6*'' ------- ��5•&.7..! - .7, 2 f9 --- • 7.1 31 1 RHV S 75 16 11.0 E 93.32 1102.540 1092.601 ,:,:2 RADIAL N 14 43 49.0 E _ - �~ ' - � - "� - DELTA 53 08 54 0 RT ` ~ . RAD 75. 00 ~�' TAN 37.51 -' ~. L-ARC 69 57 RADIAL N 67 52 4:3.0 E RP 1030.005 1073.5:31 3 1 3 48 32 CHORD 48 44.0 E . 67 • ' --'i658.-248 - -- 1143� 0 • ~^. ' Z4 - 22 07 17.0 E SILVERVIEW LOT FOUR DIST ' - �� - ' *.EAST ' TO FROM ANGLE DIST NORTH EAST TO .' ----. .-'.-.. _- -_________ ***** START 1000.000 1000.000 1 1 TRAV N 1 03 56.0 E 126.29 1126.268 1002.349 31 31 TRt'W S 75 16 11.0 E 93.32 10�2.601 32 32 TRAV S 1 03 56.0 W 73.75 1028.803 1091.230 33 RADlHL S 88 5b 04.0 E DELTA 53 08 54.0 RT RAD 75.00 TAN 37.51 L-ARC 69:57 RADIAL S 35 47 10.0 E RP 1030.197 1016.243 3f 33 CHORD S 27 38 23.0'h� 67��1[ ----- l 060 - : 00' - 35 TAN@PT G 54 12 50.0 W 35 TRAV S 54 12 59.0 W 18.49 958.545 1045.100 36 36 TRAV N 47 24 21.0-W i707�T�G 1000'.0VJ 37 . LAT & DEP - 0.006 - 0.003 • 37 HCLOSE S24'46 36:6'W • 100(� i5 1-000.000- - 1 PREC=1 To 66017 Area=12245.86so ft 0.2811acres WORK FILE: MURSELL SILVERVIEW LOT. FIVE • FROM ANGLE 0IST NORTH EAST ***** START 1 TRAV 30 TRAV 39 lRHV 40 TRAV 41 TRAV RAD lAL DELTA RAD TAN L- ARC RADIAL RP 42 CHORD TAN@PT RADIAL DELTA RAD TAN L RADIAL 8'ILVERVIEW L UTSIx N N S S S S 54 27 27 1 03 88 03 47 24 12 35 47 44 24 38.0 W 47.64 56. E 65.�- 22.0 E 84.41 21.0 E 61.26 39.0 W 102:]0 01.0 E 55.0 RT 25.00 '----- 10.21 19.38 83754.0W S 762526.5W N 81 22 06.0 W ' N 8 37 54.0 E 9 42 07.0 L[ 45.00 3.82 7.62 N 1 04 13.0 W _ ___ LAT & DEP 46 HCLOSE 8 57 23 W ' 0�Uw PREC=1 TO 318220 Area=9611.22so ft 1000.000 1000.000 1042.272 978.031 979•:7!1I' 1105.0 1 61 1063.577 1108.711 1024.216 1011.347 18.90 999.499 1007.595 '�������������'������'��.���.�����_ . RP 955.009 44 CHORD N 86 13 09.5 W 7.61 1000.001 TAN@PT S 88 55'47.0 W 1000.842 1000.00 TO 1 38 40 /|1 42 45 46 -0~001 -0.001 10 0070117.7 T 1 ■• • 4-; ~~ FROM - ANGLE ''- RV%EW ' L&f - SIX '****4 1 TRAV 47 TRAV 48 _ .... ~- N 27 27 38.0 h0 -4e.-95 N 88 !2.3...-r SMEVERVIEW »0c FROM ANGLE ~ ***** 1 TRAV N 27 27 38.0 W 42.95 47 TRAV N 88 56 03.0 W 118.00 48TRAV E //.27 49 TRAV S 88 03 22.0 E 135.59 50 TRAV S 1 03 56.0 W 65.64 51 - ' - S 27 -/ 38.o 47.64 RADIAL N 1 03 39.0 W DELTA 26 23 16.0 LT TAN 10.55 L-ARC 20.72 55 w RP 52 CHORD S 75 44 43.0 W 20.54 w ----------- --------- . . SlLVFRVIF4 DIST ANGLE DIST ^/~ E 77.27 S 88 o3 22.0 E 135.79 DIST NORTH ***** START � 10N�). 1 TRAV N 27 27 38.0 W 42.95 1038.111 47 TRAV N 88 56 03.0 W 118.00 1040.306 48 TRAV N 1 03 56.0 E 77.27 1117.562 49'TRAV S 88 03 22.0 E '135.59 .50 YRAV S 1 03 56.0 W 44 4 51 TRAV S 27 27 3G.0 E 47.64 _ ~~~1005'(���2 -__-- W DELTA 26 23 16.0 LT RAD 45.00 - - TAN RADIAL S ---- 1025.8113 52 CHOR S 40 39 16.0 E 20.54 989.478 l @PT S 53 50 54.0 E -'_- NORTH __~EAST TO == 1000.000 980.194 47 ^- 862.215 46 86L.651 - �� 47 '~ � _ 1040.306 1117.564 NORTH 1000.0015 1038.111 1040.306 1111.564 1112.963 1047.334 960.070 1000.004 LAT & DEP -0.004 '' 2.5 0,J w w.w 1000.000 PREC=1 TO 120729 Area=11140.68sa ft 0.2558acres EAST 1000.000 980.194 862.215 863.651 999.163 997.943 1019.911 1059.841 1033.295 $ TO EAST TO 1UoV.000 980.194 862.215 999.163 997.943 1V1Y."/11 1020.745 1000.002 1000.000 1/ . 41 46 49 / 51 54 - 1 4/ 46 51 52 53 54 � ~vor FROM ANbi.L u1b1 muF\[M Efib\ }u ***** START 100,.000 1 TRAv N 1 03 56.0 E 77.27 1077.257 55 TRAV S 88 56 03.0 E 118.00 1075.062 - 5 4 4 • RADIAL N 27 27 38.0 W ' DELTA 61 28 26.(} LT HAD 4,J.00 TAW 26.76 L-ARC 48.28 --R ,Jb w4.0 vV SILVERVIEW LOT EIGHT ■ • • SILVERVIEW LOT NINE FROM =--- . 1 1 TRAV N 1 03 56.0 E 67 TRAV RADIAL S 29 35 31.0 W DELTA 26 23 16.0 LT '-- ----- RAD TAN '�. ANGLE S 88 56 04.0 E • ^� RP 997.021 57 CHORD S 31 48 09.0 W 46.00 997.858 ' ------ [nm@P| S r 06.0 W 59 TRAV N 88 56 04.0 W 115.00 999.997 . ===========______________________=______=== 60 HCLOSE N 20 18 40.9 W 0.00 1000"000 PREC=1 T0 109831 Area=9654.68ss ft 0.2246acres FROM ANGLE DIST ***** 1 TRAV N 1 03 56.0 E 77.27 61 TRAV S 88 56 04.0 E 115.00 - RAD DELTA 61 28 26.0 LT RAD 45.00 - TAN L-ARC 48.28 RADIAL S 29 35 30.0 W - ------RP--' 62 CHORD S 29 40 17.0 E 46.00 TAN@PT S 60 24 30.0 E ' 64 w *�.Vt) 65 TRAV N 88 56 04.0 W 118.00 ________________ NORTH 1077.257 1075.118 zo/4.41.1z 1035.151 999.997 _________ --- []AT - ! , 0^09, 66 HCLOSE N 30 04 37.9 E 0.00 1000.000 PREC=1 TO 128494 Area=9654.52so ft 0.2216acres DIST 77.27 118.00 *== NORTH 1VYV.www 1077.257 1075.062 1000.000 1001.437 1119.417 • 1159.974 1114.981 -0.001 1000.000 EAST 10[1.437 1116.417 zzc,z.*nV 1139.188 zzx�.^v/u 999.998 n.on.- 1000.000 EAST 1w*0.000 1001.437 1119.417 10.55 . `^ ° . -� 58 59 60 '-------------- TO 1 w w 61 62 64 66 TO 1 67 68 RADIAL 'S - 12 15.o W --- RP 11= .540 1162.646 70 69 CHORD S 07.0 E 20.54 1�;;,.(611 1160.333 71 TAN@PT S 86 47 45.0 E 71 TRAV S 29 35 31.0 W 47.64 1865.185 1136.607 7. 72 TRAV S 1 03 56.0 W 69.80 995.397 1135.509 77 73 N 88 03 272.0 W 135.b 74 - � SILVERVIEW : LOT ^ LAT & DEP 74 13 10.5 E 0.00 1000.000 FROM ANGLE DIST NORTH EAST TO _____-______________ ***** START 1 TRAV N 1 03 56.0 E 69.60 75 TRAV t /..5* RADIAL 3 12 14.5 W DELTA 46 41 07.0 LT - RAD 4o.Ow TAN 19.42 L-ARC 36.67 RADIAL t RP 76 CHORD N 69 51 41.0 E 35.66 -- TAN@PT - N - 46 Ur. h 78 TRAV S 43 28 52.0 E 50.43 79 TRAV S 1 56 38.0 W 90.00 80 TRAV 'N W S ________________ 1000.000 1069.788 11x1.Zzff 1156..144 1123.492 1086.900 996.951 1000.004 LAT & DEP - 0.004 ' 4v 10 bk3.6 W 0.01 1U00.090 PREC=1 TO 61629 Area=9674.48sm ft 0.2221acres 0.003 1000.000 i 1000.000 1 1001.298 7� / � 1027.339 1058.304 1093.006 1089.957. 1oo0.00„, -0.005 1VVU.0UU 7� 71 8( 8: "-~ • %we WORK FILE: BELCREST FROM 'SILVERVIE3W LOT ELEVEN FROM ANECE: %Iv '| | 1 r |1 SILVERVlB4 -- ANTG[E DIGi ' . ***** START � - 5 - 8 �L.UVV 1TRAV N 1 56 38.0 E 90.00 82 TRAV N 43 28 52.0 W 50.43 RADIAL S 43 28 52.0 E DELTA RAD 45.00 TAN 14.93 1.7�ARC 2a. 84 RADIAL S 80 11 56.0 E RP Er. CHORD .o E 28.35 TAN@PT N 9 48 04"0 E 85 TRAV S 43 28 52.0 E 96.64 ' - TR 87 TRAV S 1 56 38.0 W 93.00 B8 TRAV N 88 03 22.() W 120.00 = D • NOINTH --'- EAB7f~ Tti ' 10926~RB187 V ~��.~ 1159.192 1151.b32 1081.410 995.929 999.999 0.001 LAT & DEP 89 HCLOSE N 67 15 26.7 W 0.00 ,Q AL8��/4 Area=T24.76.70sq +t 0.:a35Jacres 8911.86555 722 937.386 1048.229 AN. • .1.. 1119.933 -0.002 TO 1000.000 1000.000 1 1089.948 1003.053 82 1126.540 968.351 83 �.� _- = 84 86 7 88 89 1 ***** START '1000.000 1000.000 RAV N 43 28 52.UHW - 1070.122 933.501 RADIAL N 80 11 56.5 W - DELTA 44 24 55.0 RT . RAD 25.00 TAN 10.21 L-ARC RADIAL N 35 47 01.5 W RP 1065.866 90' lu.`,V 1V1:16.14/ TAN@PT N 54 12 58.5 E 92 TRAV N 54 12 59.0 E 85.00 1135.849 1012.472 93 E t. 14.2. 94 TRAV 9 84 18 18.0 W 75.23 1000. 007 ' - [AT - &'DEP -0.007 . SI[VERVIEW -- . LOT THIRTEEN :FROM --- lAN6Le. ulb| m4K|ri ___________________________________________________ - | ***»* START 1000.000 So, D1S) NUI E�ASi �U �� _____=_____=_____======== - 1 - TRAV IT z oea . 96 TRAV N 60 37 14.0 E 105.55 97 TRAV s 1 56 38.0 W 147.87 ' 98 N W Yo.z/ _ ____ 1144.728 996.943 ' 0.00 -- 10o0.0.00 PREC=1 TO 93974 ArQa=10859.03so ft 0.2493acres " SlLVERVlEW . : FROM ANGLE !� ***** START 1 TRAV N 25 54 58.0 W 142.73 100' ,JY.0 t RADIAL N 35 47 01.0 W DELTA 69 16 19.0 RT --------' TAN 17.27 ~ - L-ARC 30. RAD u .V RP 101 CHORD N 88 51 08.5 E 28.42 -- T#YV@P pAnrw| 29 18.0 W DIST NORTH =_ 1000.000 t128.376 1128.853 1149.703 958.136 l0/*.bib, 999.994 0.006 1000.008 _________________~____________ -0.002 0.004 1000.000 zon�.�oo 7n 1095.130 97 1090.114 98 zoUo.oVo EAST TO 1000.000 1 937.619 100 Vbb.*11:1 10 981.036 994.830 1 90 91 �4 95 1 1 102 103 1 4V SILVERVIEW TRACT A see ^or W . • ***** START 1 �' 115 TRAV N 60 S 68 ' 116 TRAV |----� i 118 TRAV N 88 RAD - TAN - L-ARC RADIAL S 6 RP 103 CHORD S 76 32 28.5 E 4570 105 - 33 09.0 E 166 TRAV f ***** STARl 1 TRAV N 1 20 109 TRAV N 27 33 ------R 64 DELTA 34 57 RAD - TAN' L-ARC RADIAL S 41 110 CHORD N 65 S3LVERVIEW / LOT FIFTEEN . 34.96 3415.0E 99.76 11.32 107 '.0 .J,,Ju ~.~~ - wVO.uoo ______~____ _ ____________________________________________ _____ _______ LAT & DEP 0.001 108 HCLOSE 0.00 1000.000 PREC=1 TO 136999 Area=12054.98sa ft 0.2767acres . . • 31.0 W 09.0 W h 51.0 LT 50.00 30.51 32 06.5 E 11.32 99.76 56 49.0 E 30.04 TAN@PT N 48 27 53.5 E 112 TRAW S 113 TRAV S 60 37 14.0 W 35.{)0 37 30 =,m 14.0 E 18.0 E 22.0 1191.403 -� ,l141.732 15^00 107.88 114 HCLOSE N 60 45 19.5 W 0.00 PREC=1 TO 69024 Area=3227.84so ft • 'l[AT'•8~ 119 HCLOSE N 31 22 54.7 W 0.00 PREC=1 TO 133422 Area=12884"90sa 1053.28 o�� 1041.969 NORTH 1o0m.oVn 1011.317 1099.763 ll4V.4-.4 1112.007 1A17.16i 999.998 0.u0� 1000.00# 0.0741acres 1000.000 . �^^ 1155.144 1115.614 999.997 =____ 1000.000 ft 0.2958acreps 1022.419 1028.140 1074.285 1074.550 -0.003 1000.V00 EAST zooU.uwm 999.735 953.590 V4/0:16U 981.022 1U�J���U2 1000.004 =__________ -u.o04 1000.000 ^ " " 1018.087 1118.464 ' 104 105 106 107 / M8 1 109 110 111 112 114 ___ TO 1 " 119 1000 000 1 - FROM' SILVERVIEW LOT SIXTEEN FRQM ANGLE ***** START TRAV �3 09.0 W 106. RADIAL S 41 32 07.0 E DELTA 28 38 52.0 LT RAD TAW L-ARC 25.00 RAD% 10 5 RP 120 CHORD N 34 08 27.0 E 24.74 T � 122 TRAV S 52 49 05.0 E 84.87 123 TRAV S Be 03 22.0 E 115.00 124 TRAV W 110.00 960.472 125 TRAV N 68 30 18.0 W 107.88 1000.001 LAT -0.001 126 HCLOSE S 2 37 01.9 W 0.00 1000.000 PREC=1 TO 504151 Area=13788^69sa ft 0.3165acres SILVERVIEW LOT SEVENTEEN FROM ANGLE ***** START 1 TRAV N 52 -- DELTA 28 RAD - L-ARC RADIAL N 81 ��. . rSILVERY 3Ew ---- LOT EIGHTEEN 49 05.0 W 84.87 10 38 50.00 12.77 59.0 L. 52.0 LT 50.00 25.A� 10 09.0 E taTt NORTH EAST DIST 127 CHORD N 5 29 35.0 E 24.74 TAN@PT N 8 49 51.0 W 129 °0 2=96 130 TRAV S 25 03 09.0 W 96.02 131 TRAV N 88 03 22.0 W 115.00 1000.000 1132.266 1115.315 1064.024 NORTH 1000.000 1051.291 106E3.242 1075.918 1AB.).C8b 996.099 LAT & DEP 132 HCLOSE N 70 25 ' W 521949 Area=14562.64soft 0.�343acres 0.0 1000.000 1000,000 p 917.366 964.405 1032.022 1146.956 -o.007 1000.000 EAST 1000.000 Bab-AL 934.751 1114.935 -0.001 TO 1 12D 121 122 123 124 1000.000 126 TO 1 1 127 1�0 131 132 1 =======================================t0=** =MI====""====== 1000.000 1 719.166 175., RADIAL N 81 10 09.0 E ^~ DELTA 28 3 .0 LT RAD TAN 12.77 L-ARC 25.00 RADIAL N �� 31 17.0 E RP 985.157 729.749 133 CHORD N 23 09 17.0 W 24.74 1015.580 769.428 TAN@PT M 28 43.0 W 135 TRAV N 69 32 52.0 E 97.71 1049.722 860.979 136 TRAV N 1 08 33.0 E 55.00 1104.711 862.075 137 TRAV S 88 03 22.0 E 140.00 1099.962 138 TRAV 1 08 33.0 W 99.98 1000.002 ~~ SILVERVIEW LOT NINETEEN ~~ ^ LAT • / SILVERVIEW - LOT''TWERTV -- FROM ANGLE ***** START 1 TRAV S 69 32 52.0 W RADIAL 31 1 DELTA 36 07 31.0 LT RAD 50.00 - - TAN 176.31 L-ARC 31.53 RADIAL N 16 23 46.5 E RP 140 CHORD N 55 32 28.0 W TAN@PT N 73 36 13.5 W FAD1AL S 16 23 46.5 W DELTA 74 40 10.0 RT RAD 25.00 TAN 19.07 L-ARC 32.58 RADIAL N 88 56 03.5 W 142 CHORD N 36 16 08.5 W TAN@PT N 1 03 56.5 E --- 1447RAV --- 6"0 E ' 145 TRAV S 88 56 04.0 E 146 TRAV S 1 08 33.0 W ' --147- 139 HCLOSE S 29 35 05.8 W 0.00 PREC=1 TO 237325 Area=18018.01 DIST 97.71 NORTH 30.32 69.43 85.28 19.00 • 1 . -0.002 1000.000 ft 0.4136acres 1000.000 965.858 /7:67474 Eaf7770 141 31.01 983.401 882.884 142 1007. 1007. .267 1075.681 1056.685 W 55.00 1000.000 _. -0.000 149 HCLOSE S 88 17 12.4 E 0.00 1000.000 - � PREC=1 TO 177306 Area=11655.24so ft 0"2676acres 1001.995 1000.001 -0.001 1000.000 889.941 864.945 8Z26.2 951.502 951.123 � 0.002 134 135 136 137 138 139 EAST TO 1 1000.000 1 908.449 140 144 1.0v4 14w 999.998 149 r45 146 147 = ' ~ ^ • *****START 1 TRAV N 1 03 58 E 150 TRAV S 88 56 04.0 E 151 TRAV S 1 08 33.0 W 152 TRAV N Be 03 22.0 W W 154 TR�� N 88 56 04.0 W . 'SILVERHIEW LOT TWENTY ONE "== ________ - -LAT-V-DEP 155 HCLOSE N 53 35 40.1 W 0.01 PREC=1 TO 85947 Area=12811.17sq FROM ANGLE 015[ N0u[11 ***** START - 156 TRAV g 88 157 TRAV S 1 SILVERVIEW LOT TWENTY TWO �� h 56 04.0 E 08 33.0 W ~~- `J ~ . FROM AN *4***'START 1 TRAV N 1 03 1 - RADIAL N Be 56 ----- HAD TAW [-ARC uV.ati RADIAL N 1 56 38.0 E RP --- 16[r - z/.n TAN@PT S 88 03 22.0 56.() E 04.0 W R/ 25.00 25.39 '� ' 162 TRAV - 88 03 -- ' z�� |wmw � �� U� . ' 164 TRAV N 88 56 04.0 E E w � 120.00 150.43 40.00 64.99 811.00 85.28 u0.Vw 150.53 80.00 -- 159 HC[OSE 88 0.01 1000.000 PREC=1 TO 61998 Area=12038.09sq ft 0.2764acres GLE DIST = 56.92 125.27 50.00 150.53 1000. 1119.979b° 1117.182 1077.190 1079.394 998.410 999.996 0.004 1000.000 ft 0.2941acres zn/V.V56 1077.187 997.203 -A.000 NORTH 100 1056.910 1056.445 1#77.182 999.997 �------[�/ m o�r / 165 HCLOSE N 17 46 16.8 W 0.00 1000.000 -- ' 1000.000 1002.232 1152.636 1151.838 1085.Z70 1000.005 -0.00t 1000.000 hAbT 1001.455 1151.992 1150.397 0.007 1000.000 EAST 1000.000 1001.059 1026.054 1152.100 111 1000.001 - U.00s 1000.00{' 1 150 151 152 153 154 155 |U TO 1 1 1o61 157 158 u - 1 1 160 161 163 1454 165 1 PREC=1 TO 1:5692 !- '-'------ ft 0.2774acres t. ..+. ..T.,� .«.r.•.` .;u^....".'. s• n2. a , . ,, �. g: ::". >n;t_Y"r,�i:Yrs'�;{;r•rm,' . r„21,�7.. •+^.Nn .hy,�. «.- .V.�•V:....`.�i w.�v.Y..' erg.:• A: S. sixil:, na *.�,.arr,.:.[x,.::r�.M�...�,.,, t., -.. ...._..:5,:liS �a4n. Kart.:. rid,'?? ��.. e_.., ?' ?? itt,. �...- i�� .:.C,:k.;nte�;,.k- ��� .. .�. ..,.., �...e........,.�: 1.. 7 �...,nrr. i.... .. .. ..3.J..��.,..r .. .. .. BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" Mr. Phil Fraser City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Silver View Estates Our Job No. 2262 Dear Phil: July 22, 1987 In accordance with our meeting last week, I am forwarding the following final documents as applicable to the acceptance and recordation of the final plat for the above referenced project 1. One copy of our Letter of Intent to participate in road improvements and the preparation of survey documents at the completion of the project. 2. One copy of our construction cost estimate. JUL UL 22 198 PUS IC W Q �Lf OR;� 3. One updated copy of our construction schedule for the project. 4. Three copies or our final plat maps, one copy each of the plat calcu- lations and checklist. 5. One copy of the signed, fully executed sidewalk agreement. Please review the enclosed information at your earliest convenience and notify me if you need any additional information in order to check off on the final plat prior to your leaving on vacation this Friday. It is critical that I coordinate as closely as possible with you to make sure that your concerns have been addressed prior to your leaving town, otherwise, we will miss the August 27, 1987 deadline for the Planning Commission to consider the final plat for this project. If this deadline is missed, the project will be delayed for a full month, and because the project is clearly sensitive, it is our desire to complete the process within the dry period of the year if at all possible. Completing the final plat process will allow the construction of homes on the project to commence in September. DBM /tt C253.48 enc: As Noted Above Please feel free to call if you have any questions. Respectfully, Dana B. Mower, P.E. Vice President 6625 South 190th, *102 • Kent, Washington 98032 • (208) 872 -5522 • Dear Phil: c BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" Mr. Phil Fraser City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Silver View Estates Our Job No. 2262 July 21, 1987 This letter will serve as our record Letter of Intent to complete the required engineering, planning and building items necessary to complete the final plat process for the above referenced project. We anticipate completing the final plat submittal to the city within the next few days, and at that time, I will be forwarding a number of engineering documents, agreements, etc., for your final review and approval. These items will be forwarded to your office under a separate letter. I would like to summarize, however, our intent and two key areas. First, we anticipate completing all necessary required improvements, plans, specifications, as -built drawings, surveys and final plat calculations to the city prior to the August 27, 1987, Commission Hearing per your June 26, 1987 letter. There are a number of permit requirements and additional requirements indicated in this letter, and all conditions of the letter are agreed upon and incorporated herein by reference. One specific additional area, however, relates to the construction progress on the site as applicable to the final plat timing. As you know, we had prepared our final engineering plans prior to receiving our preliminary plat approval for this project. Since the approval of the preliminary plat, we have received final approval of our engineering drawings and we anticipate substantially completing the project construction by the end of August. However, if we have not fully completed the full public works improvements prior to the August 27, 1987, Planning Commission meeting for the final plat hearing on this project, it is our intent to bond by forwarding a certified letter to the city for the outstanding improvements which have not been completed at that time. I am enclosing one copy of our engineering cost estimate for the construction of the 6625 South 190th, *102 • Kent, Washington 98032 • (206) 872 -5522 ��,tL^IV.L'TiYalt)>'•^• ?iidLCt.K17�1:';t:35:",�L<'. Mr. Phil Fraser City of Tukwila • — . 1 r -2- July 21, 1987 public: works: improvements for the plat, and .if we need to give..the...city .a .letter of credit to guarantee that the remaining public works improvements will be constructed on the project, we would pro rate thiA4040a0Mligittijailifiked by your office and forward .Financial Commitment letters to you at that time. I trust that this addresses these two issues to your satisfaction. If these agreements are in accordance with your understanding of our intent on the project and are accurate with regard to the city's requirements, please forward this letter to the other appropriate review personnel and incorporate in epic file 854 -86. We will keep you informed with regard to our progress on this site as construction continues, and we will forward progress reports on a weekly basis if necessary. Please feel free to call if you have any questions. Respectfully, T DBM /tt C253.46 enc: As Noted Above Dana B. Mower, P.E. Vice President U,: wV41sV2?xd.Ni+hk#A5$ itiilA`:{'L(Ytax>S1wam L",ii'YvSS!„w}ar%`.;LzL 2:' i.. s;. c,:. OUVT .3?:MT,L:'4i....,JS 1:0 at� 2262.27 crirt COST ESTIMAT$ FOR SILVER VIEW ESTATES WIEK COST/UNIT TOTAL Va'�ihs� '(kfi.4..1TI itW I. SITE GRADING /CLEARING: Mohi lizatiun (Lump Sum) Lump Sum $3,000.00 $ 3,000.00 C1aur:ing (Per Acre) (assumes burning allowed). 7 Acres $1,500.00 10,500.00 TESCP measures (Lump Sum) Lump Sum $5,000.00 5,000.00 Rough grade roads (± 6 ") (Per CY). 400 $ 2.50 1.000.00 SUBTOTAL $ 19,500.00 II. SANITARY SEWER SYSTEM: 8" PVC pipe (Per LF) 715 $ 16.00 $ 11,440.00 6" PVC pipe (Per LF) 170 $ 12.00 2,040.00 Manholes (Type I - 48 ") 3 $1,500.00 10,000.00 Connect to exist. main (Lump Sum) 5 $2,000.00 10,000.00 Service Tees (Each) 22 $ 100.00 2,200.00 Other: 8" D.I. (Per LF) 100 $ 22.00 2,200.00 6" D.I. (Per LF) 125 $ 18.00 2.250.00 SUBTOTAL $ 36,790.00 ry - . � {.v rjn; ^�..• °.iy.:+�. r". 1' iir r.' SA9 _t.MilyA".�f,:�3.:'ncd;r(nvp: Mfg' ��> 't•:1'1�'� " %�'' +. °� 1L^ i :.:).?> df .*•Yr"I/S:SS. "J'i::.:A)k�:.fitr �a'i�f.'Fnli'Zi.`.:tww ac..ei':� ?.e e.�: } W... rv...... w.. iii...J.�.'".�i4f5_'l'.tt ?t:.t, c......> >. c, .,.+. ..'a:.l t'. ,......1.%a': :t J. �. n .i1i+:G.. R.: UNITS COST/UNIT TOTAL III. WATER SUPPLY SYSTEIS: 8" pipe (Per LF) 1,185 $ 18.00 $ 21,330.00 4" pipe (Per LF) 150 $ 10.00 1,500.00 8" gate valves (Each) 5 $ 500.00 2,500.00 Blow -off assemblies (Each) 2 $ 600.00 1,200.00 Tap to exist. main (Each) 2 $2,000.00 4,000.00 Allowance for fittings (Lump Sum) Lump Sum Fire hydrant assembly (Lump Sum) 2 $1,500.00 3,000.00 Single service w/box (Each) 22 $ 200.00 4,400.00 Other: 6" gate valve 2 $ 600.00 1,200.00 Plug w /2" blow -off 2 $ 500.00 1,000.00 Valve marker 4 $ 50.00 200.00 SUBTOTAL $ 40,330.00 IV. STORM DRAINAGE SYSTEM: 6" pipe (Per LF) 750 $ 8.00 $ 6,000.00 8" pipe (Per LF) 424 $ 11.00 4,664.00 12" pipe (Per LF) 265 $ 14.00 3,710.00 15" pipe (Per LF) 609 $ 18.00 10,962.00 6" ADS (lot drainage) 220 $ 5.00 1,100.00 6" perf. w /interceptor drain (Per LF) 680 $ 10.00 6,800.00 Clear outs /yard drains (Each) 5 $ 200.00 1,000.00 Inlets (Type IV -K) (Each) 3 $ 500.00 1,500.00 Type I C.B.s (Each) 6 $ 750.00 4,500.00 Storm detention pipe (Lump Sum) Lump Sum $4,440.00 4,440.00 Restrictor manhole (Lump Sum) Lump Sum $3,000.00 3,000.00 Connection to exist. system (Lump Sum) Lump Sum $1,000.00 $ 1.000. SUBTOTAL $ 48,676.00 2262.27 a -2- :� :�� t w "` 1J 1 ;`iy'frP- �p.1�i;i���""L {aOA�... K �, .e a% :d} liag:i+s .' ,idi':�c i.:a sou'C ??:.—sariw�E' 'r?:.u:;ids :v`��w: M'�6 .5 `�U`�"'1:,R°w Y is w.ir�.'t''�r'! r� R'+ i�`. ola' cS�." ��. 3,' Y�" :l';+arylaL;:aF:C.,fW4'':�::�' V. ROADWAY CONSTRUCTION: Fine grade for walks & curbs (Per LF) 1,800 2' conc. curb & gutter (Per LF) 1,800 5' conc. walkway (Per LF) 1,800 SUMMARY: GRAND TOTAL HARD COSTS ESTIMATE (All schedules) Driveways (Per LF) 2 " AC paving w /4" rock (Per SY) SUBTOTAL *See Notes at top of Estivate UNITS 264 300 COST/UNIT TOTAL $ 3.00 $ 5,400.00 $ 6.50 11,700.00 $ 7.00 12,600.00 $ 9.00 2,376.00 $ 6.50 1.950.00 $ 34,026.00 VI. $ISCE EOUS ITEMS: Landscape Lump Sum $6,000.00 $ 6.000.00 SUBTOTAL $ 6,000.00 $185.322.00 • � r ..,... w. ....,w.w.ww......� uw .w.....n, I I I 1 1 I, 11 I • 11 I I I 1 J ' ' I I H - 11 i I I . - 1 ' 4 I l ig I I I i i i 1 I..LL w 11 � ........w........._ . w w. ...... ......ww ., ,..... ` .1/2”1•2..t.”1/2”1•2..t.”.1.1 1/2”1•2..t.”.1.1 7T Q yL we 2 1 la I ez N I t, 1 it lit 1 sl i •1 I ti 1 zi 1II `I 1/2”1•2..t.”.1.1 11 16 1 Ys umu....uua .. u... w. l•• u. w. w . u.. u.. u . u. u... wu.e orrn.0 uo. u.. w..... n...0 mo...... m.... m. m.... u..... u. muv. m.wau.... m....... m..uau.aw..m..vs........arv.u.m 31IA41,1 1 1O1J 1 1 1 1 1 1 1 1 1 imolowlmolumbrimmiwom t IS IS it If 2 11 It I 162 1 12 Ia 9? 1 Sz 1 ,? rz IR 1 I2 1 61 11 1 11 1 1 1 1 1 1 1 1 1 1 n.• au 111111f1111101 11 1 S ,1 1 C I 1 2 1 I I I 1 S I I S I 1 I t 9 I 1 1 , r I2 1I 1>m 31Y t%L1/EH 1019111191 / 1111111 '1131013131 9111111115 333 3111305 1011391 „• ... '4,6t1114' %.411-"itti'lk`atia- ma-ev?.,:ezz.e4rtnamis,:m&m,vmviztaw,O.r,4.2?„1?0,V6:1151. FAVB.,A,VitagrMg.;,. g,":„ IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. PO 1 STE T TITLE COMPANY of Washington, Inc. ORDER NO /\ s;!f xf` chile NI: Y.Sia44. Ei:?a94V•?oVi C1 4` 77A ar eaaa�. ' y'r>xx,�•n rr r% t .r `• :: «!,:�.s'ki4,S.a. . r i.: Sr:: tF:' Litera: �L' �%. t a'•. e' o24a..:..,' ��.., u' �:�'.�`x:1��a�;`m1";s' >4�2.,,a. sd2:: e;«" ��iu .;:' IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. PD STEW tT TITLE COMPANY of Washington, Inc. �aJtceJt ORDER NO 3 O — 8 VOI lrarrsemeriva Title Insurance Services Il r Barghausen Consulting Engineers, Inc. 6625 South 190th Street, Suite 102 Kent, WA 98032 Attn: Dennis Saltys In the matter of the plat to be submitted to King County for approval, this company has examined the records of the King County Auditor's and Clerk's offices, and the records of the clerk of the United States District Court holding terms in said county, and from such examiniation hereby certifies the title to the following described land, in said King County, to -wit: - see attached page 6 - VESTED IN: THB COLORADO CORPORATION, a Colorado corporation EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.. Year Amount Billed Amount Paid Principal Balance 237920- 0195 -00 1987 $ 741.93 $ 741.93 $ .00 (Covers Parcel A) 537920- 0191 -07 1987 $1,951.70 (Covers Parcel B) 537920- 0204 -02 1987 $ 788.06 (Covers Parcel C) inc Title Insurance Comparu 320 108th Avenue Nort11 . Box 1493 Bellevue, Washington 98009 (206) 451 -7301 SECOND CERTIFICATE PLAT CERTIFICATE - continued - i 1987 cry '; .Li Order No. 793214 Certificate for Filing Proposed Plat of Silverview Charge: .00 Tax: .00 Total: .00 $1,951.70 $ .00 $ 394.03 $ 394.03 The levy code for the property herein described is 2320 for 1987. At is'..'.x'.:�r:" •. {a'r. j'1:C::'�•liS': ::, ,., 4 .a. 1'n :... �'1XilY' :i.....: 1�i ?...; �J�:i�: � Sir J " 17F."'4• ^ Le. '' .i. qtr: L:: tiwaSV ':C.:vX..r+;,xnl1:�•'h:'n�t `:J.'rt •e4.'SYTsi:Lt "h`!ti:IY�ri•:. Pttk'+ Y: 4f7:^ kl" S,W,L +.•'..:T.^.;:::klT.Yr ?3' Page 2 • 2. Right to enter said premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in street (or road) adjoining said property, as granted in instrument recorded under Recording No. 2880048. (Covers Parcel B) 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDING NO.: 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: PURPOSE: AREA AFFECTED: 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: PURPOSE: AREA AFFECTED: Instrument recorded under Recording No. 5094325 Storm sewer Northerly portion of Lot 2 of said Parcel A and other property 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: (Covers Parcel C) Order No. 793214 Puget Sound Power & Light Company Electric transmission and distribution lines The centerline of said transmission and distribution line to be located along near the South line of Parcel B 3877405 Instrument recorded under Recording No. 5122535 Storm sewer Northerly portion of Lot 2 of said Parcel A and other property Val Vue Sewer District Sewer pipeline and lines The West 10 feet of the North 10 feet of Lot 22 in Block 2 of McMicken Heights Div. #1 unrecorded, West 170 feet less North 100 feet of West 150 feet October 3, 1974 April 16, 1975 7504160574 - continued - '; ± Order No. 793214 Val Vue Sewer District, King County, Washington, a municipal corporation Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and line and all necessary connections and appurtenances West 10 feet and the South 10 feet of the East 343.08 feet of Lot 22, Block 2, McMicken Heights Division Number 1, according to the unrecorded plat thereof; except the East 125 feet thereof; except the east 20 feet of the West 170 feet; and except the South 100 feet of the West 150 meet April 16, 1975 7504160568 8. UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: Underground electric transmission and /or distribution system AREA AFFECTED: The description contained therein is not sufficient to determine its exact location within the property herein described DATED: August 6, 1987 RECORDED: August 17, 1987 RECORDING NO.: 8708170797 Contains covenant prohibiting structures over said easement or other activity which might endanger the underground system. 9. Easements, restrictions and recital set forth on the face of short plat recorded under King County Recording No. 8107020714. (Covers Parcel A) - continued - .. 10. Restrictions imposed by instruments recorded July 21, 1981 under Recording No. 8107210574, as follows: Grantee herein and all other person and parties claiming through the Grantee herein covenant further not to plant any vegetation or to allow the growth of existing vegetation, whether natural or cultivated that will block, impair or otherwise interfere with the view of Mt. Rainier and the Cascade Mountains which is visible from the living portion of the Grantor's house. Grantor reserves the right to reject, pursuant to the above restrictions, prior to construction, land, that would block view as so stated above. (Covers Parcel A) 11. Restrictions imposed by instruments recorded August 6, 1987, under Recording No. 8708061123, and amended August 18, 1987, under Recording No. 8708181122. 12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: THB Colorado Corporation, a Colorado corporation Stewart Title Company of Washington, Inc. Patrick E. Mitchell, individually and as personal representative for the Estate of Ruby A. Mitchell, deceased TRUSTEE: BENEFICIARY: LOAN NO.: BRANCH: ADDRESS: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: (Covers Parcel C) Page 4 Seattle, WA 98188 $90,000.00 July 22, 1987 July 24, 1987 8707240346 continued - 5210 South 164th Street Order No. 792314 '1.=�.Y'i �K4ai3�7g T— ha; ly I'?;,' a t gil ` .a Ai wF SY•'.�,�u'� �,' -d zivLY.+�� tl:i•�v::;b.. iti�r,isr r 4xr �'s'zr fit: ra! �e�a: ��a: ��sts:, �: ��rxa�n' �sa��ram; sscs�st�t^ a?�s�c: �R„ cva��tw„ �^ F�L. �. �. c" ���? Kc�'' v,`u.�'�"�s,�*�'M) BENEFICIARY: LOAN NO.: BRANCH: ADDRESS: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: (Covers Parcels A and B) BENEFICIARY: LOAN NO.: BRANCH: ADDRESS: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: Page 5 .1110 411. 13. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: THB Colorado Corporation, a Colorado corporation TRUSTEE: Transamerica Title Insurance Company, a California corporation Orly J. Sorrel and Paul M. Williams 1700 Hoge Building 705 2nd Avenue Seattle, WA 98104 -1703 $89,000.00 August 5, 1987 August 7, 1987 8708070524 14. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: THB Colorada Corporation TRUSTEE: Western Community Bank Chicago Title Insurance $255,493.86 August 8, 1987 August.. 27, 1987 8708270741 Order No. 793214 Company Order No. 793214 For service for t 's order call:451 -7316 Linda Brownell, Kathleen Greer - Wilkes or David P. Campbell i�l���ltill LEA :1 it ,1 w....:L Page 7 DESCRIPTION: PARCEL A: Lot 2 of Short Plat No. 81- 20 -SS, according to the Short Plat Survey recorded under King County Recording No. 8107020714; Situate in the City of Tukwila, County of King, State of Washington. PARCEL B: That portion of the Northwest 1/4 of Section 26, Township 23 North, Range 4 East W.M., described as follows: Beginning at the West 1/4 corner of said section; thence along the West line of said section, North 00 °14'13" West 890.92 feet; thence South 89 °21'31" East 664 feet to the true point of beginning of this description; thence North 00 °14'13" West 309.08 feet; thence North 89 °21'31" East 635.82 feet to the Westerly line of 54th Avenue South; thence along said Westerly line South 23 °45'00" West 336.01 feet; thence North 89 °21'31" West 499.21 feet to the true point of beginning; (ALSO KNOWN AS Lot 20 and the North 109.08 feet of Lot 19 in Block 2 of McMicken Heights, No. 1, an unrecorded plat); Situate in the City of Tukwila, County of King, State of Washington. PARCEL C: That portion of the Northwest 1/4 of Section 26, Township 23 North, Range 4 East W.M., described as follows: Begining at the West 1/4 corner of Section 26, Township 23 North, Range 4 East W.M.; thence along the West line of said section North 00 °14'13" West 1400 feet; thence South 89 °21'31" East 664 feet to the true point of beginning of this description; thence North 00 °14'13" West 200 feet; thence South 89 °21'31" East 636.35 feet to the West margin of road; thence along said margin South 00 °09'36" East 200 feet; thence leaving said margin North 89 °21'31" West 636.08 feet to the true point of beginning; (BEING KNOWN AS Tract 22 in Block 2 of McMicken Heights Division No. 1, according to the unrecorded plat thereof); EXCEPT the East 125 feet and the West 160 feet thereof; Order No. 793214 Situate in the City of Tukwila, County of King, State of Washington. GENTLEMEN: VESTED IN: • Barghausen Consulting Engineering 6625 South 190th Street, Suite 102 Kent, Washington Attention: Dick Mursell STEWART TITLE COMPANY OF WASHINGTON, INC. 1000 Second Avenue, Suite 1300 Seattle, Washington 98104 Senior Title Officer, Bob Ludlow Title Officer, Toni McGregor Unit No. 8 343 -1328 PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certified that the title to the following described land: As attached on Schedule A, page 2, attached. �fy;:.L' , ' 3 •,:�*',: wyijat; i`;, ' °ryrn•r <1 ?'v`e�..I,,M •t.';' -*:ra ;,'.x,^y; *' xN;. -�, a ;tryg;n,5rn,.' a j7f•. , r•,. S .k 'J`&'4•. h. <y° ,-Ite 1,,.•,,�,t t... �ixu +:::,,,�i {r:.a,:��i:+:c%' «,.. c :.. � r. }J��t'. i ;` �...•, .'4 �.'�✓�.,�,,...,,,. �,.%;t... t _�Yiik?:???`�.'Y,.r+.'3..,•..ati . x'.}. . ............i...�,.,v,�'Z^,.•. STOCKHOLDERS OF BEL CREST REALTY, INC., a dissolved Washington corporation as of 'July 14;`_.1986{: EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: $0.00 TAX: 0.00 TOTAL CHARGE: $0.00 RECORDS EXAMINED TO: March 31, 1987 Bob Ludlow Senior Title Officer Unit No. 8 - I MO [In M I r=!1 G 1.1 1987 t: • i of; 'i UKVVILA LZPT. Order No. 53170 CERTIFICATE FOR FILING PROPOSED PLAT 7WAR7P PARCEL A: PARCEL B: "l`,J .:S•:_I �:'.J:: r• .i K:.� .:.1 x f';1J:.T'•f..9t:; (: ,;..1't •: Y.S:i ' . ;.}. • , . .N�. J .•. . .�.�H �...., .... w.. .,. f : _.. �.�.�i. .., iu. .. ,. .,.,»x�:u:Pa.' �.u.. ._:�. ... .��.. .,.. .. c °S..u;� " ,.: , M.. �.���:,::i:n %s rir s.t� •�_.....,. ¢'i.' . Order No. 53170 PLAT CERTIFICATE SCHEDULE A Page 2 In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certified that the title to the following described land: That portion of the northwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Beginning at the west quarter corner of said section; thence along the west line of said section, north 0 ° 14'13" west 890.92 feet; thence south 89 ° 21'31" east 664 feet to the true point of beginning of this description; thence north 0 ° 14'13" west 309.08 feet; thence south 89 ° 21'31" east 635.82 feet to the westerly line of 54th Avenue South; thence along said westerly line south 23 ° 45'00" west 336.01 feet; thence north 89 ° 21'31" west 499.21 feet to the true point of beginning; (ALSO KNOWN AS Lot 20, and the north 109.08 feet of Lot 19, Block 2, McMicken Heights No. 1, according to the unrecorded plat thereof). Lot 2, City of Tukwila Short Plat Number 81 -20 -SS recorded under Recording Number 8107020714. Said short plat being described as follows: Beginning at the west quarter corner of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington; thence along the west line of said Section, north 0 ° 14'13" west 1200 feet; thence south 89 ° 21'31" east 664 feet to the true point of beginning of this description; thence north 0 ° 14'13" west 200 feet; thence south 89 ° 21'31" east 636.08 feet to the west margin of the road; thence along said margin south 0 ° 09'36" east 200 feet; thence north 89 ° 21'31" west 635.82 feet to the true point of beginning; EXCEPT the west 220 feet thereof; (BEING KNOWN AS Tract 21, Block 2, McMicken Heights Number 1, according to the unrecorded plat thereof; EXCEPT the west 220 feet thereof). END OF SCHEDULE A '".1;.v r'` "tFt': ..!�.. F r ^�1+ F: >�j'�. .•:�;. r ; •xi �.. .xf. •llY n:..•_,�':,Sr'. l as x'' . x,^ '�> #? ...,.J_:� .�.�,,,,'P.'...J�,_)5, ... ., ........ d• �_ Y>.: J�_ d�utcr.., i• r F. t.,.....t [,':✓. .,.aY.,.r.�.r•,: 5 ...!. �r._,�L:.+�E�.:�lt�;: Vic.. +Sn�iskA "...•.....f't:��.,� GENERAL EXCEPTIONS: • STEWART TITLE GUARANTY COMPANY PLAT CERTIFICATE Schedule B Order No. 53170 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. B. SPECIAL EXCEPTIONS: As on Schedule B, attached. . ^:ti :j.. •;Ji'. .rh.•. ^urn ...�.. r.'b ✓. t...., n3: µr;:�s1.. .<f....�, .....K ,.i.? ........... ...a`a:'.ti.....,, ....::ii::.� :... nn.... ..,.. .r'v: x.co..... i.... v'�t• i.. s.��f , .. , ,.. SPECIAL EXCEPTIONS: c PLAT CERTIFICATE SCHEDULE B Page 2 2. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES: FOR: Electric transmission Order No. 53170 1. Right to enter said premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premises as granted by instrument recorded under Recording Number 2880048. IN FAVOR OF: Puget Sound Power & Light Company, a Massachusetts corporation DISCLOSED BY INSTRUMENT RECORDED: February 15, 1949 RECORDING NUMBER: AFFECTS: 3877405 Parcel A The description contained therein is not sufficient to determine its exact location within the property herein described. 3 AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES: FOR: Storm sewer drainage line DISCLOSED BY INSTRUMENT RECORDED: October 22, 1959 RECORDING NUMBER: ;' 5094325 �_- - AFFECTS: 10 feet in width, the centerline of which is described as follows: Beginning at the west quarter corner of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington; thence north 0 ° 14'13" west along the west line thereof, 1336.00 feet; thence south 89 ° 21'31" east 664.00 feet to the true point of beginning; thence continuing south 89 ° 21'31" east 200.00 feet; thence south 76 ° 34'20" east 230.42 feet; thence north 87 ° 51'40" east 212.10 feet to the west margin of 54th Avenue South Said easement-also granted by instrument recorded under Recording Number 5122535. (continued) z�� `'t"Ji r yr'.'+, .. irr., • nt . ,. ;, .,. Ky r. • 43 ..orr r x; r ZF f.n ..7 mmt- :. �Xa. rt,•,. .r.�i��y:u�ru+�.u5.a�d?.,.�.._� ail.... ru... �;. t...,.;:` 7 _3..,1,��,a,_2.��FiY,�a,.7s.s.. ti...Y,iC„bn... i,. 6. DELINQUENT GENERAL TAXES: (continued) PLAT CERTIFICATE SCHEDULE B Page 3 5. RESTRICTIONS CONTAINED IN SAID SHORT PLAT: TAX ACCOUNT NUMBER: 537920 - 0191 -07 LEVY CODE: 2320 AFFECTS: Parcel A YEAR: 1987 AMOUNT BILLED: $1,951.70 AMOUNT PAID: $ 00.00 AMOUNT DUE: $1,951.70 TAX ACCOUNT NUMBER: 537920 - 0191 -07 LEVY CODE: 2320 AFFECTS: Parcel A 4. Payment of Real Estate Excise Tax, if required. ∎na w r y, 44 axrt'rnfWW> T it, Order No. 53170 The property described herein is situated within the boundaries of local taxing authority of city of Tukwila. Present Rate of Real Estate Excise Tax as of the date herein is 1.32 %. Availability and adequacy of sewer utility capacity to serve this site shall be documented in letter from Val -Vue Sewer District prior to recordation of this short plat. Prior to, or concurrent with development activity on this site, applicant shall provide fire hydrant(s) within the required distance is specified by the Fire Dept.; Driveways in excess of 50' in length shall not exceed 15 gradient. YEAR: 1984 1985 1986 AMOUNT BILLED: $867.59 $904.43 $963.20 AMOUNT PAID: $ 0.00 $ 0.00 $ 0.00 AMOUNT DUE: $867.59 $904.43 $963.20 PLUS INTEREST 7. GENERAL TAXES: FIRST HALF DELINQUENT MAY 1; SECOND HALF DELINQUENT NOVEMBER 1: `"�J� ". w?=&:'. i, �u' i�: fa�.!.��;'';�t"4n;�r`::;*uyi�i: b�'S�✓n'.4�: ax'iit't ?: -ti:E �%ic•, �Srt;`y`'s% 'ai:+;�:i�''c'e? =ef ` �e ','.�!'3.'".�,'!'..,5a+.:'r2:� '4r:Ff•C�•3'iv�u ",2ih'L`x °� <aA tF.!;'« YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: 8. DELINQUENT GENERAL TAXES: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: 9. GENERAL TAXES: FIRST NOVEMBER 1: YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: Great Western Union Federal Savings and Loan Association AMOUNT: DATED: RECORDED: RECORDING NUMBER: AFFECTS: PLAT CERTIFICATE SCHEDULE B Page 4 1984 $392.70 $ 0.00 $392.70 537920- 0195 -03 2320 Parcel B HALF DELINQUENT MAY 1; SECOND 1987 $741.93 $ 0.00 $741.93 537920- 0195 -03 2320 Parcel B Robert C. Christensen, a single person Chicago Title Insurance $45,000.00 September 16, 1982 September 27, 1982 8209270359 Parcel B The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 11. Interest of Robert C. Christensen, a single person presumed from the execution of instrument recorded under Recording Number 8209270359. (continued) �; ri . yl:.. -., ., .. _..14� ,..� .n..a , .h S7Y�Ytdi�3" w.4�.. �,.h"1„MP.?•�A': 3EC.t. ..53� ... Order No. 53170 1985 1986 $409.37 $435.97 $ 0.00 $ 0.00 $409.37 $435.97 PLUS INTEREST HALF DELINQUENT d..,..r . _:pia e � � cr : •r.;:`• _ ,. :e:.�w. 5. ...:,^:xc +.>G7���r;,�r�fit�mr; ..:r .:... !i i •:.h, .; 3'..Jy Y.f., c.:. rr,.L ,.:.�.St k f °.., .:'fv �r �: ".S: +.Nei »�:'i;'.C��_`::i •�.au ... .. .. ........; i{: l-{::' 1K: dY.".';: SXJ:...;» 2t.:: ti�. n.�Y:^x:a °, ?.s7Jt�-:.??'�;:::.. r..._. .... s:7; ?^:'.1:1``:fi. L 12. JUDGMENT: AGAINST: PLAT CERTIFICATE SCHEDULE B Page 5 IN FAVOR OF: H. Walter Smith Order No. 53170 Earl A. Westlund and Jane Doe Westlund, husband and wife and Bel Crest Realty, Inc. AMOUNT: $9,500.95, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: November 3, 1980 KING COUNTY JUDGMENT NUMBER: 80 -9- 03159 -2 SUPERIOR COURT CAUSE NUMBER: 858205 ATTORNEY FOR JUDGMENT CREDITOR: Anthony W. Dougherty Telephone No.: 624 -5370 13. JUDGMENT: AGAINST: Bel Crest Realty, Inc. IN FAVOR OF: G. Richard and Joanne S. Burwell, Thomas J. McIntyre, DDS, Jerry L. and Verla L. Finke, Carol A. Gilligan, Robert M. and Helen M. Burk, Thomas B. and Jeanette M. Nichols, A. Greg and Lorraine M. Thomas, Alden F. Fuchs, Charles T. Stephens, Kance B. Stephens, Ray T. and Neva C. Smith, Helen B. Champoux Hogan, L.E. & Joyce E. Samford, E. E. Sandberg TR U/A3- 28 -67, R. A. Cassutt, F. Clifton and Betty Lu Curl, Reinhold R. and Iris D. Braun, Russell A. and Ruby Patterson, Continental Investors Corp., Bellevue Clinic, Inc., P.S. AMOUNT: $873,120.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: January 30, 1985 85 -9- 01392 -7 84 -2- 07897 -9 (continued) ., ..., .. 14. JUDGMENT: PLAT CERTIFICATE SCHEDULE B Page 6 ATTORNEY FOR JUDGMENT CREDITOR: Paul M. Williams Telephone No.: 778 -1151 AGAINST: Virginia Brown, and Bel Crest Realty, Inc. IN FAVOR OF: F. Clifton Curl, et ux, et al. AMOUNT: $940,655.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: ATTORNEY FOR JUDGMENT CREDITOR: Orly J. Sorrel Telephone No.: 624 -1414 15. ORDER OF SALE AND SHERIFFS LEVY ON REAL PROPERTY UNDER EXECUTION: RECORDED: June 13, 1985 RECORDING NUMBER: 8506135005 JUDGMENT NUMBER: 85 -9- 01392 -7 SUPERIOR COURT CAUSE NUMBER: 84 -2- 07897 -9 UNRECORDED CERTIFICATE OF PURCHASE May 15, 1986 86 -9- 07017 -1 84 -2- 07897 -9 ISSUED TO: G. Richard and Joanne S. Burwell, Thomas J. McIntyre, DDS, Jerry L. and Verla L. Finke, Carol A. Gilligan, Robert M. and Helen M. Buck, Thomas B. and Jeanette M. Nichols, A. Greg and Lorraine M. Thomas, Alden F. Fuchs, Charles T. Stephens, Kance B. Stephens, Helen B. Champoux Hogan, L. E. and Joyce E. Samford, E.E. Sandberg TR U/A3- 28 -67, R. A. Cassutt, F. Clifton and Betty Lu Curl, Reinhold R. and Iris D. Braun, Russell A. and Ruby Patterson, Continental Investors Corp., Bellevue Clinic, Inc., P.S., Ray T. and Neva C. Smith (continued) Order No. 53170 tit" ::-!� ii +' {n .C};. ,.r. r . ,.. s .r�� .:rr --^ ;.n:%%i- tc. v}••M ^ti�;s�".,V.,. f;. .l ii: �. u,.- 1. F�1•...• G.... wGs. ka.+._: �fs��. e.. a. �' v".':% ' "' %SVi *.�....dii::'.�.$�i:�... ... a.,.,...c....0 >L:;'i.�..ss win: Y.: n. Sr.' Y2: 3: a� ?a<.%.If.7.:la:nv.n,.+,..:.,f7 w i�... Y' Rn7...... �._. �. 7,:' RTi.: a: t�` f" J' B;: A° �': F".,- a, n. �n(, lr' 1" �' Y�?!'.`' v".: �'.. ..m „1 ,'t�..,�r.:..$S..�ri.'s. SALE HELD: FOR: 16. JUDGMENT: AGAINST: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: 18. PENDING BANKRUPTCY PROCEEDINGS: U.S. DISTRICT COURT CASE NUMBER: BANKRUPT: PLAT CERTIFICATE SCHEDULE B Page 7 July 26, 1985 200,000.00 (continued) . November 19, 1985 85 -9- 15717 -1 83 -2- 12031 -4 85 -00361 Earl Arthur Westlund Order No. 53170 In partial satisfaction of Judgment entered in King County Superior Court Cause Number 84 -2- 07897 -9. ATTORNEY FOR PLAINTIFF: Paul M. Williams Telephone No.: 778 -1151 Earl A. Westlund and Joanne M. Westlund, husband and wife, Bel Crest Realty, Inc., a Washington corporation IN FAVOR OF: Ace Electric Service, Inc., a Washington corporation, et al. AMOUNT: $679,375.29, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ATTORNEY FOR JUDGMENT CREDITOR: George W. Schoonmaker Telephone No.: 343 -5655 17. The effect of Earnest Money Receipt and Agreement dated August 27, 1986 and order directing sale filed October 14, 1986. Superior Court Cause Number 84 -2- 07897 -9: SELLER: Terry Swenson, Special Commissioner BUYER: The Colorado Corporation, a Colorado corporation .' 0 • 44i ?..- .«si q:::'r,`;.+..N?: `CE :C: '.: 6..0 :.i:;:iY.:VGVS4g i ?:Telgi∎ Vora „:'?),1)V. 7M.:,:l 161".Mh..:: :.t,,:�mz:ss2rt::1i FILED: TRUSTEE: ATTORNEY FOR BANKRUPT: Paul E. Simmerly Telephone No.: 455 -4240 ANY SALE, MORTGAGE OR PURCHASE OR RELEASE OF SECURITY INTEREST MUST BE PURSUANT TO COURT ORDER, SATISFACTORY TO THE COMPANY. 19. NOTICE OF FEDERAL TAX LIEN: AGAINST: IN AMOUNT OF: FILED: RECORDING NUMBER: 20. JUDGMENT: AGAINST: Robert Buck IN FAVOR OF: Veco Company 21. JUDGMENT: AGAINST: IN FAVOR OF: PLAT CERTIFICATE SCHEDULE B Page 8 January 29, 1985 Michael McCarty Order No. 53170 Earl Westlund $10,283,63 (and interest) September 18, 1986 8609181211 AMOUNT: $1,445.10, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: January 9, 1984 KING COUNTY JUDGMENT NUMBER: 84 -9- 00390 -7 SUPERIOR COURT CAUSE NUMBER: 84 -2- 00040 -6 ATTORNEY FOR JUDGMENT CREDITOR: Judson P. Todd, Jr. Telephone No.: 324 -7514 NOTE: The lien of said judgment depends upon nature of interest of Robert M. Buck and his identity with judgment debtor. Arthur Thomas Judith Ann Thomas AMOUNT: $5,300.00, plus interest and /or costs if any (continued) `a + '.-'4. :�`•: zo l :' , ift ..S�.v .. "IFS "•�;r.:. ifu:S.it,a Y�i t'; L° v�' Y'. r', a` oz: r:.+- r.: �.T' i1.,... v i. ���x." l h:. u�. �r".} :.✓`.' i . �diSC ,fi @•�:n.'- `L {'� rFSi;�f�?eh�.rk*.s::a� ?a, v"�.�.io��; ^ 2�scrtr7: tv�us• rnr>rt.c:�s�:to't�'�s��.s ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: ATTORNEY FOR JUDGMENT CREDITOR: NOTE: The lien of A. Greg Thomas and 22. JUDGMENT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: ATTORNEY FOR JUDGMENT CREDITOR: NOTE: The lien of A. Greg Thomas and 23. JUDGMENT: AGAINST: IN FAVOR OF: AMOUNT: PLAT CERTIFICATE SCHEDULE B Page 9 WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. May 12, 1983 83 -9- 06833 -4 D -6636 Robert A. Garrison 4 said judgment depends upon nature of interest of his identity with judgment debtor. AGAINST: Anthony Thomas IN FAVOR OF: 50's Apartments AMOUNT: $783.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. November 8, 1983 83 -9- 15507 -5 83 -2- 15459 -6 Fax Duncan Telephone No.: said judgment depends upon his identity with judgment Anthony Thomas G & M Investments, doing business as Cedar Park Apartments $1,079.00, plus interest and /or costs if any (continued) Order No. 53170 322 -1555 nature of interest of debtor. Order No. 53170 WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ATTORNEY FOR JUDGMENT CREDITOR: Donald E. Allen Telephone No.: 241 -8787 NOTE: The lien of said judgment depends upon nature of interest of A. Greg Thomas and his identity with judgment debtor. AGAINST: Alan Thomas IN FAVOR OF: Magnuson Management, Inc. AMOUNT: $1,182.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ATTORNEY FOR JUDGMENT CREDITOR: Joseph D. Puckett Telephone No.: 682 -3333 NOTE: The lien of said judgment depends upon nature of interest of A. Greg Thomas and his identity with judgment debtor. 25. JUDGMENT: AGAINST: Albert Thomas and Jane Doe Thomas, husband and wife, and John and Jane Doe Residents, jointly and severally IN FAVOR OF: Home Savings and. Loan, Inc. , . ,� 1 0. ..r: •.n �r• ' +YM , ti .. ^,t •:•�a` °d . "i.1; t31 "?,1:! ?;Gx'L;,......,.F,. �..I.4;r.�:+S;V';. ..:t,� �,..�..L.,,�...0 �i.. ..a.:t+.:, «......;:.' ..vv *`.A.....,o! Kti' lh::' r..,. tJ. i° il�! LJr':.. u: c? s" ��`". li': is: �.....,.., Jfsi.<:, r.: 1.$ �.. c.. t. 2.-. 4,....,. Y�.... r: S4... �5"! as. 275 `.S!,i1Y,•_'7.8' ^n... tu,.n. '�;(!:r:'. 4 .. AMOUNT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: 26. JUDGMENT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: PLAT CERTIFICATE SCHEDULE B Page 11 $1,899.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. September 3, 1985 85 -9- 11867 -2 85 -2- 13883 -0 ATTORNEY FOR JUDGMENT CREDITOR: James M. Niblack Telephone No.: 625 -9550 NOTE: The lien of said judgment depends upon nature of interest of A. Greg Thomas and his identity with judgment debtor. AGAINST: R. Patterson and Celeste Patterson, husband and wife IN FAVOR OF: Gene W. Trask AMOUNT: $450.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. August 12, 1981 81 -9- 12407 -6 843268 ATTORNEY FOR JUDGMENT CREDITOR: Cyrus A. Dimmick Telephone No.: 523 -0555 NOTE: The lien of said judgment depends upon nature of interest of Russell A. Patterson and his identity with judgment debtor. (continued) Order No. 53170 ,� aM, nxc"•;Y:".�,. v n ..^.unny ° ";; n,ti �+' •: r ' `•n,. 1 .Y,.: . - r ..�: ; .. �... ^57 ;- e•-- :.•r - •y .,w.. :.. .,.r . r• ..... .. "d2.,.. -_, r..!a.'�,���.h6i.•,kf �.,a _e�; iii: n.,,f i:, r: ��,' 4` i, Y. �, �. �. c: � ... @.F3 & =�,,.«�,x,•a ��F? ��, 37,.... SC. �• 13;..::, rl: sttit7.^.` L�: f^. L :.:t"'�'. ".'[T:*.!r .d d�aY.LK'4 ,'E a. 27. JUDGMENT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: 28. JUDGMENT: AGAINST: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: PLAT CERTIFICATE SCHEDULE B Page 12 April 3, 1984 84 -9- 04545 -6 83 -2- 17274 -8 (continued) AGAINST: Continental Investment Corporation, Continental Investors Mortgage, Inc., John B. Rubens and D. Rubens, husband and wife, Richard L. Jones and Jane Doe Jones, husband and wife IN FAVOR OF: Marylin L. Serivens AMOUNT: $52,652.50, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. February 7, 1984 84 -9- 01983 -8 84 -2- 01764 -3 ATTORNEY FOR JUDGMENT CREDITOR: Eugene A. Stock Order No. 53170 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. IN FAVOR OF: Jerome R. Baruffi Continental Mortgage and Investment Company also known as Continental Investors Corporation AMOUNT: $39,999.64, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ii :Jh..S�.�'; air,.. ci• 4: A: it.. ksvaS' it z_ 7° v> i;" IiRY;",.; C..::' lt' ti�. d` 4 iya ` +J1:. 111._SFiif ATTORNEY FOR JUDGMENT CREDITOR Paul A. Wallstrom Telephone No.: 624 -7600 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. 29. JUDGMENT: AGAINST: IN FAVOR OF: John T. Riday and Barrie Riday, husband and wife AMOUNT: $6,932.66, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: 30. JUDGMENT: PLAT CERTIFICATE SCHEDULE B Page 13 John B. Rubens and Jane Doe Rubens, and the marital community composed thereof, and Continental Investors Corporation April 5, 1984 84 -9- 04666 -5 84 -2- 02634 -1 Order No. 53170 ATTORNEY FOR JUDGMENT CREDITOR: Paul W. Oden Telephone No.: 623 -6700 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. AGAINST: John B. Rubens, individually, the marital community of John B. Rubens and Jane Doe Rubens, and Continental Investors Corporation, a Washington corporation IN FAVOR OF: Robert McChesney (continued) Vii: o1,:� r`a'2 .t•; .. r• r ' - Y. ^• ��M! a "' - :'f..:a ..{. 5pr mraiH+:•IX' .iw ,'w''. _ ,:, ;,. ,: .ti".,r,.n ..xr.. pw r._rr.; 3.2^ •f ;'.` ....._.»^"..r_.....:2U:GUG, i'a,R'xrU^.:Y °,.";c:;:.'..., .�;f....2fie4,:: _v..._. v v,.tl�:,..,..:�'LX�MJ' trig :�ikrg.l7:i:::K;•t "rS...F.:.. �a <.i::7�:.- .....s �iiil: it' ir'. �.,..., n�. C., i. �vt.....<. .::S:rs�'.1di..�iz;';!:7�:5... �.+, r,�,.L.... ttr,.t4'rT.;... .:.:ik`;'�. r � , �f'�' PLAT CERTIFICATE SCHEDULE B Page 14 Order No. 53170 AMOUNT: $15,500.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: ATTORNEY FOR JUDGMENT CREDITOR: Bo Barker Telephone No.: 451 -9568 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. 31. JUDGMENT: AGAINST: IN FAVOR OF: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: April 13, 1984 84 -9- 05047 -6 83 -2- 09659 -6 Continental Investors Corporation Frank J. Voth and Eileen J. Voth, husband and wife, and their marital community AMOUNT: $5,743.91, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. May 16, 1984 84 -9- 06656 -9 84 -2- 06347 -5 ATTORNEY FOR JUDGMENT CREDITOR: James W. Draper Telephone No.: 783 -1161 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. (continued) K. 's � •: . ,r l�' s: Biz..,�n�'e:t`�.;Ei�`t:.:4:v.. 4�:i;ii�:(r ? 32. JUDGMENT: AGAINST: PLAT CERTIFICATE SCHEDULE B Page 15 IN FAVOR OF: Gay Hammer y , .. +... r »e. '— •:a,� V`Y7�^'^ .4'z�C'✓;.':rYS' a }.��9'��i4f, .Y. ,.. �y ♦�•r C:: } .. .,�,.�. :s + °, h:.M"¢.4'r,'i . �ite�.:. r. i�......,...7_ 5..... n. >`LN,'.�.�...«+...'I.....,r;} >u l.�> >. ,, ;.C4.�.. AMOUNT: $6,000.00, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: June 27, 1984 KING COUNTY JUDGMENT NUMBER: 84 -9- 08550 -4 SUPERIOR COURT CAUSE NUMBER: 83 -2- 14164 -8 ATTORNEY FOR JUDGMENT CREDITOR: Robert H. Larsen Telephone No.: 622 -1244 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. 33. JUDGMENT: AGAINST: IN FAVOR OF: AMOUNT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: Order No. 53170 Continental Investors Corporation, Inc., and Continental Investment Mortgage, Inc., jointly and severally Continental. Investors Corporation, a Washington corporation Redmond Electronics, Inc., Washington corporation $46,578.83, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. July 12, 1984 84- 9- 09210 -1 84 -2- 03928 -1 (continued) „�']:: •.i "r:u is r,, tn-- a..,r ..i„ -=.v: - a�x .. +.;,.uw. -'ta '!Cy }}` i:c, .. ....,.ztir:G%.Rf`:1.......,�:4.. ,<:,. rrol.`:.:;;' rde: �. C�fliii:•. u�M _�.R;F:� �...,...�.._.� '^ 3? nx.; o, Sif?: 1t,.... r8, ia: n�.":.' �':: S! 74'. S. yi& �. �= P.: �:2. x., .. 4r.3 _.. �'fi+J .. .. ,� 34. JUDGMENT: IN FAVOR OF: 35. JUDGMENT: ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: PLAT CERTIFICATE SCHEDULE B Page 16 Order No. 53170 ATTORNEY FOR JUDGMENT CREDITOR: Richard C. Flamm Telephone No.: 443 -0400 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. AGAINST: Continental Investors Corporation, a Washington corporation David R. Brush and Jewel M. Brush, husband and wife, doing business as U.S. Alpha Company AMOUNT: $30,376.60, plus interest and /or costs if any WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. October 13, 1983 83 -9- 14223 -2 83 -2- 04560 -6 ATTORNEY FOR JUDGMENT CREDITOR: B. David Thomas Telephone No.: 455 -3787 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. AGAINST: Continental Investors Corp., doing business as Continental Business Investors Corporation and Clen Nelson, Trustee in the matter of Continental Investors Corp., debtor, Western District of Washington Bankruptcy Court Case ##84 -02266 IN FAVOR OF: Hal N. Snyder and Nola Snyder (continued) AMOUNT: BANKRUPT: FILED: TRUSTEE: WARNING: THIS AMOUNT IS NOT TO BE USED AS A BASIS FOR CLOSING ANY SALE OR LOAN TRANSACTION. THE AMOUNT NOW OWING AND THE REQUIREMENTS TO OBTAIN A SATISFACTION OR RELEASE OF SAID JUDGMENT MUST BE OBTAINED FROM THE JUDGMENT CREDITOR OR HIS ATTORNEY. ENTERED: KING COUNTY JUDGMENT NUMBER: SUPERIOR COURT CAUSE NUMBER: ATTORNEY FOR JUDGMENT CREDITOR: 36. PENDING BANKRUPTCY PROCEEDINGS: U.S. DISTRICT COURT CASE NUMBER: ATTORNEY FOR BANKRUPT: PLAT CERTIFICATE SCHEDULE B Page 17 October 30, 1984 84 -9- 14584 -1 83 -2- 01523 -5 Order No. 53170 $135,888.11, plus interest and /or costs if any Mark M. Demaray Telephone No.: 683 -4000 NOTE: The lien of said judgment depends upon nature of interest of Continental Investors Corporation and their identity with judgment debtor. 84 -02266 Continental Investors Corp. September 17, 1984 Glenn Nelson James M. Merge ANY SALE, MORTGAGE OR PURCHASE OR RELEASE OF SECURITY INTEREST MUST BE PURSUANT TO COURT ORDER, SATISFACTORY TO THE COMPANY. 37. Title was formerly vested in Bel Crest Realty, Inc., a Washington corporation, which was dissolved July 14, 1986. Title now vests in the former stockholders of said corporation, in indeterminate interests, presumptively subject to the community interest of their respective spouses if married on the date of acquiring stock in said corporation. This office will require satisfactory proof of the names of all stockholders on the date said corporation was dissolved. (continued) • J CN /trn /9540g: PLAT CERTIFICATE SCHEDULE B Page 18 END OF SCHEDULE B Order No. 53170 38. Title is to vest in The Colorado Corporation, and will then be subject to: We find no corporation under the name The Colorado Corporation on the list of active corporations in the office of the Secretary of State. It may not be legal entity capable of acquiring an interest in real property. VIA Dear Phil: e Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department 6200 Southcenter Boulevard Tukwila, WA 98188 Re: The Plat of Silver View Our Job No. 2262 . : September 30, 1987 BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" In accordance with our recent site inspection, as applicable to the above - referenced project, I would like to outline those items which will require bonding prior to final plat recording. Based on my most recent conversations with Moira Bradshaw, the final plat will be considered on the evening of Tuesday, October 6, 1987. Based on our meetings over the last few days, we have identified outstanding construction items into categories. The first category includes those items which must be reconstructed wholly or in part on the project due to either substandard construction or structural failure since construction has been completed.. The second category will includes those items which have not been constructed and will be completed at a later date. I would like to first outline the construction cost for those items which will need to be constructed at a future date which have yet to be constructed: 1. We will need to complete the final lift of 1 -1/2- inch -thick asphalt on the road surface. 3,400 square yards of asphalt concrete @ $2.00 /SY = $ 6,800.00 2. Adjust top of sanitary sewer manholes, water valves and storm drain manholes $ 2,000.00 =2.r!- 6625 South 190th, *102 • Kent, Washington 98032 • (206) 8744622 -- :. 1+ A::'. l'- �i.i{f��= a�sl.}�.'�•:`i:liCY:�u y '..i { :.::Y 9 .�fe.:- .;1•.. •..:. vY.�l'f.�n ":t. �'.��•���4 ),1+M }`'1. M�F: xL ��. Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department -2- September 30, 1987 3. Construct additional french drains along roadway as required. This will be monitored through the winter months and additional french drains will be constructed at the direction of the city and as necessary. 4. Striping and signing. This includes the installation of a stop bar and stop sign on the project. In Addition, other items which have already been constructed which will need to be reconstructed in order to meet the city codes and construction requirements are itemized as follows: 1. Construct or reconstruct sidewalks adjacent to road. This item takes into account possible damage to sidewalks which may result during the construction phase of the project. 450 lineal feet @ $6.00 /LF = $ 2,700.00 2. Curb and gutter repair. Approximately 35 percent of the total curb and gutter may need to be replaced due to cracking and /or disturbance during the construction phase of the project. 630 lineal feet @ $7.00 /LF = (this includes an allowance of approximately $2.50 for removing the existing concrete curbing). 3. Over - excavate up to seven (7) feet in depth, the easterly one -half (1/2) of the first 100 feet of roadway along 53rd Place South (computed at 415 cubic yards). +r{ $ 3,000.00 $ 1,000.00 TOTAL $ 12,800.00 $ 4,725.00 7 r.,. f 5 ;v aw:*."'r... �G' fn ,� '`. t.,u ,•i3s r3: 5 :,t. . t �';attY1 i 3kH essr a ts� x na res a 2?tic . a ' "i ? R r. ',:xnii;' ,s ,.:t .` ;'tt . f � r T:.. ! • „�� �[... Y ' �i tl'l,+..r. ur:..Nu�a FLti Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department -3- September 30, 1987 Although this is a conservative estimate of the total yardage involved in this area (the west half of the roadway is entirely in a cut area), we will assume a total over excavation and replacement volume of 1,000 cubic yards of pit run material (two and one -half (2-1/2) times the calculated amount). The existing soils which may need to be removed in this area will be reused on other areas of the site. 1,000 yards @ $7.00 /cubic yard = (the $7.00 /cubic yard figure would include the importation placement and compaction of structural fill material). 4. Repair and replace subgrade in wearing surface of asphalt in miscellaneous areas which have failed or may fail. This could represent, as a maximum, 10 percent of the total existing roadway surface. 340 square yards @ $15.00 /square foot= 5. Repair sump in catch basin at 54th and Slade Way. Lump Sum 6. Reconstruct off -site storm drainage 12 -inch concrete pipe draining the westerly proper line period. Lump sum Total Total for Both Construction and Reconstruction Total times 150 percent = (rounded up to) GRAND TOTAL $ 7,000.00 $ 5,100.00 $ 1,000.00 $ 1,000.00 $ 18.525.00 $ 31,325.00 $ 46,987.50 $ 47,000.00 '4 ,.. - 3' Y a-F.7n:;..:ri na ? . A'0%.-P? Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department -4- September 30, 1987 Concerning the water system for this project, you will note that we have posted a bond of $11,000 in the form of a set -aside letter to Water District No. 75. This guarantees that the system will be completed and you will note that a maintenance bond for one year will also be required by the district. Sinde the water system is entirely owned and operated by the Water District, a separate bond to the city of Tukwila will not be necessary. This bond guarantees that the system will be constructed per plan and inspected and accepted by Water District No. 75. I am also enclosing one (1) copy of the light standard agreement executed with Puget Power. As noted in our meeting, the electrical will be provided by Puget Power, telephone by Pacific Northwest Bell, gas by Washington Natural Gas, and cable TV by Group W. Per our agreements, the telephone company will be the lead contractor for the installation of the utilities. The telephone company will excavate the trenching and will make sure that the utilities are placed in a satisfactory manner. All backfill and recompaction in the trench will be completed by the telephone company. We have, therefore, not included any additional costs in the bond for the construction of the utilities located behind the sidewalk due to the fact that these will be constructed at no further cost to Barghausen Consulting Engineers, Inc. The construction, inspection, and acceptance of the utilities will be completely at the discretion of the individual utility company owners. They will perform their own inspection and provide their own designs for these systems. In addition, I would like to outline the construction sequence for each of the items to be completed or reconstructed on this project. I will outline the construction schedule for each item within each separate category as follows: ' I. Items yet to be constructed: 1. Final lift of asphalt completed by May, 1988. You will note that the city will hold an additional maintenance bond for one (1) year after this date so the city realizes a benefit of observing the performance of the road through two (2) wet seasons prior to the release of the maintenance bond. 2. Adjust top of sanitary sewer manholes, water valves and storm drainage manhole by May, 1988. This may be completed earlier, however, depending upon actual weather conditions within the next few weeks. II. Items to be reconstructed: 4. Striping and signing will be completed by May, 1988. Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department -5- September 30, 1987 3. Construct additional french drains on the project by April, 1988. However, the french drains will be constructed on an as needed basis during the wet periods of the year. Therefore, if french drains are deemed necessary anytime between now and the time indicated, they would be installed by the contractor. 1. Construct or reconstruct sidewalks as necessary by May, 1988. Again, however, we may construct the existing sidewalk prior to that time. 2. Reconstruct curb and gutter as necessary by April 1988. This will allow the heavy construction machinery to test the existing curb and broken portions will be replaced within the stated time period. 3. Replace and recompact road subgrade as necessary by May 1988. This will allow us to test the entire subgrade of the roadway during the wet season. However, the over excavation and replacement of the roadway could occur prior to that time depending upon the actual weather conditions within the next few weeks. It is our intention to over excavate this area, as well as other areas in the roadway if weather permits within the next few weeks. 4. Repair sump at 54th and Slade Way will be completed by the end of next week. 5. Reconstruct off -site storm drainage draining west property line will be completed by November 1, 1987. Please review the enclosed documentation and if acceptable, forward your letter of recommendation and acceptance of the bond to Ms. Bradshaw as quickly as possible. The total bond amount could be used for any single item if necessary. The various categories are intended to only indicate approximate amounts. It is critical that we complete the plat recording for this project by October 6, otherwise, it may not be possible to begin construction of the individual homes depending on the weather situa- tion. It is our intention to complete the final plat for this project which will allow the builders to construct foundations on the project while there is good construction weather left during this year. If the final plat is not completed, we may loose the entire construction season. W1z?.ftJ�.w�.c '��� ti »��`.i: ;�CJ�at ° w�kat :.- .;,�.itiz•:: <<:� FF� irt� {irglu' ais�� Kyk Mr. Phil Fraser Senior Engineer City of Tukwila Engineering Department -6- September 30, 1987 In addition, by signature and stamp of our licensed land surveyor, Barghausen Consulting Engineers, Inc., is assuring the city that the road has been constructed on a horizontal basis in conformance with the design plans.' Therefore, the road centerline, curbs, sidewalks, etc., are located entirely within and centered within the right -of -way, per the design plans. If you should have any further questions, please do not hesitate to call. DBM /sg C270.41 enc: Copy of Set -Aside Letter // Respectfully, Dana B. Mower, P.E. Vice Presi Ric . rd W. Mursell, P.L.S. Project Surveyor rp as • • b W • • 2 ~ • • • i' % 21 6..A9/46% u 1 , se. 1 1 c,i`` .• MEMORANDUM TO: BYRON SNEVA/RICK BEELER/ROSS EARNST FROM: PHIL FRASER, SENIOR ENGINEER DATE: 9/30/87 SUBJECT: SILVERVIEW PLAT REVIEW ATTACHED YOU WILL FIND THE FOLLOWING FOR THE SUBJECT DEVELOPMENT: 1. THE PLAT DOCUMENT, SIGNED BY THE LICENSED LAND SURVEYOR RICHARD W. MURSELL (P.L.S. 23856) 2. BARGHAUSEN CONSULTING ENGINEERS SEPT. 30, 1987 LETTER WHICH CONTAINS THE FOLLOWING INFORMATION AS REQUESTED BY PUBLIC WORKS: A. A RECONSTRUCTION SCHEDULE FOR ITEMS IDENTIFIED REQUIRING REPAIR AS OF THIS DATE (REF. PAGE #5) B. A CONSTRUCTION SEQUENCE FOR ITEMS NOT COMPLETE AS OF THIS DATE (REF. PAGE #4). C. ESTIMATED CONSTRUCTION COSTS TO COMPLETE ITEMS IDENTIFIED IN ITEMS A AND B ABOVE WITH A GRAND TOTAL, WHICH INCLUDES A MULTIPLIER OF 150%, OF $47,000. D. EARTH CONSULTANTS, INC. 9/30/87 SOILS REPORT ON ROADWAY COMPACTION FOR THE DEVELOPMENT, WITH REFERENCES TO WSDOT/APWA 1984 STANDARD SPECIFICATIONS. E. AN EXECUTED IRREVOCABLE LETTER OF CREDIT - SECURITY FOR PERFORMANCE PER THE CITY'S FORMAT, IN THE AMOUNT OF $47,000. F. COPY OF 7/22/87 AGREEMENT WITH PUGET POWER FOR THE INSTAL- LATION OF STREET LIGHTING. G. COPY OF THE 5/20/87 WATER SYSTEM IMPROVEMENT CASH GUARANTEE AND AGREEMENT WITH WATER DISTRICT #75 FOR WATER MAIN IMPROVEMENTS TO BE TURNED OVER TO DISTRICT #75. TO DATE, ABOUT 75% OF THE PROPOSED PUBLIC IMPROVEMENTS HAVE BEEN COMPLETED BY THE DEVELOPMENT. I HAVE WALKED THE PROJECT WITH THE CITY'S INSPECTORS AND CONSIDER THAT THE RECONSTRUCTION, CON- STRUCTION AND COST SCHEDULES IDENTIFIED IN ITEMS A, B AND C ABOVE REPRESENT A REASONABLE ASSESSMENT OF PROJECTED INFRASTRUCTURE IMPROVEMENTS AND ASSOCIATED COSTS. ASSURANCES BY THE LICENSED LAND SURVEYOR ON THE LOCATION OF THE PUBLIC ROADWAY AND UTILITIES ARE NOTED ON PAGE 6 OF THE SEPT. 30, 1987 BARGHAUSEN LETTER, • AND FINAL VERIFICATIONS BY THE SURVEYOR WILL BE PROVIDED AT THE COMPLETION OF THE PROPOSED PUBLIC IMPROVEMENTS. PER MY ATTACHED MEMORANDUM DATED 9/30/87, A RECOMMENDED WORDING 'CHANGE IS PROVIDED FOR THE "DEDICATION" PORTION OF THE PLAT. PRIOR TO THE PUBLIC WORKS DIRECTOR SIGNING OFF THE PLAT, I RECOMMEND THIS WORDING BE SUBSTITUTED FOR THE ORIGINAL "DEDICATION" LANGUAGE. THE PLAT DOCUMENT HAS BEEN REVIEWED, AND IS RECOMMENDED BE ACCEPTED AT THIS TIME ALONG WITH ACCEPTANCE OF THE CONDITIONS OF THE IRREVOCABLE LETTER OF CREDIT - SECURITY FOR PERFORMANCE AND PER THE SEPT. 30, 1987 BARGHAUSEN LETTER. UPON COMPLETION OF THE PROPOSED PUBLIC ROADWAYS AND UTILITIES, THE DEVELOPER WILL BE REQUIRED TO SUBMIT TURNOVER DOCUMENTS TO THE CITY OF TUKWILA FOR COUNCIL CONSIDERATION OF ACCEPTING THESE FACILITIES AS PUBLIC. PER THE DEVELOPER'S SCHEDULE, IT IS ANTICIPATED THIS TURNOVER PROCESS WILL OCCUR IN LATE MAY OR EARLY JUNE, 1988. ATTACHMENTS (8) XC. CITY CLERK MOIRA BRADSHAW BUILDING OFFICIAL DAVE GRAGE PAT BRODIN BECKY DAVIS CONCURRANCE: CITY ENGINEER 14 )�t:k, l�E:. E�. �i' e.. �.: s .�stcaaee.. +..iw....�..�....... --. � ..............�...�,....�.... -- — �.,�. THB COLORADO CORPORATION Land Development/Real Estate Investments Ms. Moira C. Bradshaw Associate Planner City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Moira: August 17, 1987 Respectfully, Re: Updated Plat Certificate for the Filing of the Plat of Silver View Our Job No. 2262 I have just received the updated Plat Certificate from the Transamerica Title Insurance Company under Order No. 793214. This certificate is dated July 29, 1987, and is therefore "current" with regard to the title condition of the subject property. You will note from reviewing the title report that Items 1 through 9 are standard easements and restrictions and tax references which do not affect the ownership interest in the subject property. Items 10 and 11 reflect the appropriate ownership in the property by the THB Colorado Corporation and the two separate deeds of trust to the Mitchell interest and the Sorrell interest. All of the appropriate signatures for these ownership interests have been affixed to the final plat map. Would you please review this Plat Certificate and let me know if you have any questions or comments. We can provide you with an update prior to the actual recording of the final plat as necessary. Thank you. Thomas A. Barghausen, P.E. President TAB /sm C271.46 enc: Plat Certificate cc: Mr. Dana B. Mower, Barghausen Consulting Engineers, Inc. 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 !AU G 2 1 1987 CITY OF TUKWILA PLANNING DEPT. SiS TransamencaC, Title Insurance Services r� ii THB Corporation 6625 S. 190th //102 Kent, WA 98032 Attn: Thomas Barghausen vIr .,—. ru.weinwun:�pw<w w-.. sw. wn:w.nrvn <yMYYY({Y.C'C'RN2'1Y`Cti i1��V'L�..':1�'�Ih {Lid.' i:J' Transonic?! lea l itle Intiuranct. Cump;ir . 320 i081h A••oriut N)tIII(.I'd Box 1493 Bellevue, Washington 98009 (206) 451.7301 PLAT CERTIFICATE - see attached page 6 - VESTED IN THB COLORADO CORPORATION, a Colorado corporation - continued - RECEIVED AUG 14 1987 BARGHAU$EN ENGINEERS Order No. 793214 Certificate for Filing Proposed Plat of Silverview Charge: .00 Tax: .00 Total: .00 In the matter of the plat to be submitted to King County for approval, this company has examined the records of the King County Auditor's and Clerk's offices, and the records of the clerk of the United States District Court holding terms in said county, and from such examiniation herebycertifies the title to the following described land, in said King County, to -wit: $ 394.03 $ 394.03 The levy code for the property herein described is 2320 for 1987. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 237920 - 0195 -00 1987 $ 741.93 $ 741.93 $ .00 (Covers Parcel A) 537920- 0191 -07 1987 $1,951.70 $1,951.70 $ .00 (Covers Parcel B) 537920- 0204 -02 1987 $ 788.06 (Covers Parcel C) 1r GRANTEE: PURPOSE: AREA AFFECTED: RECORDING NO.: DISCLOSED BY: PURPOSE: AREA AFFECTED: DISCLOSED BY: PURPOSE: AREA AFFECTED: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: (Covers Parcel C) Page 2 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Order No. 793214 2. Right to enter said premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in street (or road) adjoining said property, as granted in instrument recorded under Recording No. 2880048. (Covers Parcel B) Puget Sound Power & Light Company Electric transmission and distribution lines The centerline of said transmission and distribution line to be located along near the South line of Parcel B 3877405 Instrument recorded under Recording No. 5094325 Storm sewer Northerly, portion of Lot 2 of said Parcel A and other property 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Instrument recorded under Recording No. 5122535 Storm sewer Northerly portion of Lot 2 of said Parcel A and other property Val Vue Sewer District Sewer pipeline and lines The West 10 feet of the North 10 feet of Lot 22 in Block 2 of McMicken Heights Div. #1 unrecorded, West 170 feet less North 100 feet of West 150 feet October 3, 1974 April 16, 1975 7504160574 - continued - ��?�' i��• �iH` ��'> �i��% n', i�s�i�tii�ii %iYi'Cisit'r:iiit' h���P.astawuriaruM,nr.�,� GRANTEE: PURPOSE: AREA AFFECTED: .i. ya,"1 .....17>+n N.47T+a4e,4r1,. .m>+mrx:Ortx rx'd_uCOPIV t Page 3 - continued - ttt":bR xtt4_st?N:.ty, ,itt,5Vv M' YCplra A4R' .SIVI`.^+rat;x*SI.VAVV5M1:E.Si2{ CIRVev r 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Order No. 793214 Val Vue Sewer District, King County, Washington, a municipal corporation Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and line and all necessary connections and appurtenances West 10 feet and the South 10 feet of the East 343.08 feet of Lot 22, Block 2, McMicken Heights Division Number 1, according to the unrecorded plat thereof; except the East 125 feet thereot; except the east 20 feet of the West 170 feet; and except the South 100 feet o2 the West 150 feet April 16, 1975 7504160568 RECORDED: RECORDING NO.: (Covers Parcel C) 8. Easements, restrictions and recital set forth on the face of short plat recorded under King County Recording No. 8107020714. (Covers Parcel A) 9. Restrictions imposed by instruments recorded July 21, 1981 under Recording No. 81070210574, as follows: Grantee herein and all other person and parties claiming through the Grantee herein covenant further not to plant any vegetation or to allow the growth of existing vegetation, whether natural or cultivated that will block, impair or otherwise interfere with the view of Mt. Rainier and the Cascade Mountains which is visible from the living portion of the Grantor's house. Grantor reserves the right to reject, pursuant to the above restrictions, prior to construction, land, that would block view as so stated above. (Covers Parcel A) 10. DEED OF TRUST AND THE GRANTOR: TRUSTEE: BENEFICIARY: LOAN NO.: BRANCH: ADDRESS: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: (Covers Parcel C) GRANTOR: TRUSTEE: BENEFICIARY: LOAN NO.: BRANCH: ADDRESS: 4vY a,J riw SS�`i;'i'3H1. ° �M'+ie;:�: ' i�.; f,�itii'i�:�� -: a:. ' :: E .J i.I�.[� :S�i� ::; 1�7, r�. ya m�FY.. y3'• 1' �' N 'ti'::�%`."' ^�1.= r;7;^.•^:F7,7f st.,'+'"'ff{.. ^:k, +'�`�F�:nt�',C i:�y 4.4. Ct > ^. .. ?•:�. �, :: �: .. ,m,._t � w`'lk.. ,� �.i ...., r..... -. �C..� ... �.7. Ll,...ti,,..,.,. .'hh,:.i,.,,.....r.�.t,,.....S: e•.x.ric, �y,.•��+ ?i:X'.::. .. ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: (Covers Parcels A and B) Page 4 - continued - Order No. 793214 TERMS AND CONDITIONS THEREOF: THB Colorado Corporation, a Colorado corporation Stewart Title Company of Washington, Inc. Patrick E. Mitchell, individually and as personal representative for the Estate of Ruby A. Mitchell, deceased 5210 South 164th Street Seattle, WA 98188 $90,000.00 July 22, 1987 July 24, 1987 8707240346 11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: THB Colorado Corporation, a Colorado corporation Transamerica Title Insurance Company, a California corporation Orly J. Sorrel and Paul M. Williams 1700 Hoge Building 705 2nd Avenue Seattle, WA 98104 -1703 $89,000.00 August 5, 1987 August 7, 1987 8708070524 m ili�iL`. �•. �kYS :F�::�tlS�tsaw•+11�?•1,u.'�(�. i NOTE 1: Assessed Valuation: Records examined to " Jul HJ /mc ENCLOSURES: Sketch Paragraphs 1 -10 Page 5 Land $ 56,300.00 Improvements (Covers Parcel A) Land $148,100.00 Improvements - -- (Covers Parcel B) Land $ 59,800.00 Improvements - -- (Covers Parcel C) 7; .at 8:00 A.M. Order No. 793214 TRANSAMERICA TITLE INSURANCE COMPANY BY: A :' " ( te" &-z. / For service for tiffs order call:451-7316 Linda Brownell, Kathleen Greer- Wilkes or David P. Campbell Page 6 EXCEPT the East 125 feet and the West 160 feet thereof; Order No. 793214 DESCRIPTION: PARCEL A: Lot 2 of Short Plat No. 81- 20 -SS, according to the Short Plat Survey recorded under King County Recording No. 8107020714; Situate in the City of Tukwila, County of King, State of Washington. PARCEL B: That portion of the Northwest 1/4 of Section 26, Township 23 North, Range 4 East W.M., described as follows: Beginning at the West 1/4 corner of said section; thence along the West line of said section, North 00 °14'13" West 890.92 feet; thence South 89 °21'31" East 664 feet to the true point of beginning of this description; thence North 00 °14'13" West 309.08 feet; thence North 89 °21'31" East 635.82 feet to the Westerly line of 54th Avenue South; thence along said Westerly line South 23 °45'00" West 336.01 feet; thence North 89 °21'31" West 499.21 feet to the true point of beginning; (ALSO KNOWN AS Lot 20 and the North 109.08 feet of Lot 19 in Block 2 of McMicken Heights, No. 1, an unrecorded plat); Situate in the City of Tukwila, County of King, State of Washington. PARCEL C: That portion of the Northwest 1/4 of Section 2 Township 23 North, Range 4 East W.M., described as follows: Begining at the West 1/4 corner of Section 26, Township 23 North, Range 4 East W.M.; thence along the West line of said section North 00 °14'13" West 1400 feet; thence South 89 °21'31" East 664 feet to the true point of beginning of this description; thence North 00 °14'13" West 200 feet; thence South 89 °21'31" East 636.35 feet to the West margin of road; thence along said margin South 00 °09'36" East 200 feet; thence leaving said margin North 89 °21'31" West 636.08 feet to the true point of beginning; (BEING KNOWN AS Tract 22 in Block 2 of McMicken Heights Division No. 1, according to the unrecorded plat thereof); Situate in the City of Tukwila, County of King, State of Washington. COMMISSIONERS: B. W. BUTTERS BETTY LUNZ MICHAEL J. WEST City of Tukwila Tukwila City Hall Tukwila, WA 98188 ATTN: Phil Frazier TJM: dg TELEPHONE: 242.3236 14816 MILITARY ROAD SOUTH P.O. BOX 68063 SEATTLE, WASHINGTON 98168 August 13, 1987 • RE: Certification of Silverview Sewer Design This letter is to certify that the design for sewer service for the Silverview project has been accepted by Val Vue Sewer District. Sincerely, VAL VUE SEWER DISTRICT T. . Matelich M nager MANAGER: T. J. MATELICH AUG 4 1987 TUrKWILA PUBLIC WORKS City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 STAFF REPORT to the Planning Commission Prepared August 7, 1987 MEETING DATE: August 13, 1987 FILE NUMBER: 86 -67 -SUB: Silverview APPLICANT: THB Colorado Corporation REQUEST: Final plat approval for 22 -lot single - family subdivision LOCATION: Generally located southwest of the 54th Avenue and Slade Way intersection, NW *, Sec 26, TWP 23, RGE 4 ACREAGE: 7.10 acres COMPREHENSIVE PLAN DESIGNATION: Low - Density Residential ZONING DISTRICT: R -1 -9.6 and R -1 -12.0 Single - Family Residential SEPA DETERMINATION: MDNS issued May 12, 1987 ATTACHMENTS: (A) Preliminary Plat (B) Conditions of Approval (C) Title Page, Sheet 1 (D) Title Page, Sheet 2 (E) Map Page, Sheet 3 STAFF REPORT to the Planning Commission BACKGROUND DISCUSSION FINDINGS CONCLUSIONS • 86 -67 -SUB: Silverview Page 2 Silverview received preliminary plat approval from the City Council on June 15, 1987 subject to conditions (Attachment B). The Planning Commission reviews the final plat to insure conformance to the Preliminary Plat approval and forwards their recommendation and the final plat to the City Council. 1. The final plat contains the name of the subdivision and the name of the subdivider, however the name of the land surveyor has not been shown on Sheets 1 and 3. 2. A copy of the plat has been referred to all governmental agencies deemed necessary. No comment has been received to date. 3. A memo from the City's Senior Engineer to the Public Works Director states that the final plat bears the required certificates of approval; that the facilities and improvements have been permitted, and a letter of credit(s) for an amount to be agreed upon by the applicant and Director of Public Works will be required; and that the final plan is technically correct. 4. The Planning Department finds that the title and map pages meet the condi- tions of the preliminary plat approval. 5. The off -site conditions of plat approval attached through the SEPA process are contained in a Declaration of Covenants. 6. The remaining conditions of plat approval reviewed under SEPA and attached through the subdivision process have been met and /or are noted on the sub- division title page. 1. The applicant has submitted a final plat which conforms with the conditions of approval and procedures for a final plat. 2. Minor revisions to the title and map pages and the acceptance of Letters of Credit for unfinished improvements must be completed prior to final approval. (22/86 -67 -SUBA) ';3 1 A4 ..�.• �i. _�. .li 1. iRF ..v1 ..s Tt :. fa.v „�. 1. ?t� RECOMMENDATIONS •M.S y �h�t STAFF REPORT •86-67-SUB: Silverview to the Planning Commission Page 3 Based on the above Findings and Conclusions, the staff recommends that the Plan- ning Commission recommend approval to the City Council subject to the following conditions being met: 1. Receipt of letter of credit for 150% of the funds necessary to complete the required improvements prior to City Council approval. Release of the letter of credit shall be subject to City acceptance of plans and profiles of all street centerlines, sanitary sewer, storm sewers, and water lines to a ver- tical scale acceptable to Public Works and a horizontal scale of 20 feet to the inch on City of Tukwila profile drafting film provided by the Department of Public Works. 2. An updated plat certificate documenting ownership of all parcels. 3. Execution of the Declaration of Covenants relating to the off -site improve- ments listing in the SEPA File EPIC: 354 -86, at time of recording the final plat. 4. The dedication section shall be revised and amended to read to "the City of Tukwila" forever instead of the "use of the public" and shall include the dedication of the utility system, which includes sanitary and storm sewers prior to City signatures. 5. Prior to City signatures, the Easement Provisions section shall specify sanitary storm sewer systems and King County Water District #75 and an Easement Exemption Section shall specify the existing private drainage easement. 6. Document research on drainage easement abandonment through lots 19 and 18 prior to City Council meeting. 7. A bill of sale to King County Water District #75 for the water system prior to City Council approval of the final plat. -VD L. W_III,>we1 14P,1 SA'u,., 'olio t_ r,r _.mss: oia INAN7 1.:11.013r. s I V . 10• MOT CWT. .1121. YAMS... A 5151 3.11111 ncATIET roOr 11 R01.10 PC/OL. :. AMMAN G. MAC SILT A Z. S. YAT.1. a. 11111 02.2 L. AA/L117 5104,, u1110 /42. lu t 1',m SO r�� tmT pN � eenh- ,_._,.. -- ST _ -4/ la w 4,101 / > < n I i P. co b ?. Ll w otsoi -- ' MEAN LOT 0OTH -21' -1 TYPICAL ONSITE ROADWAY SECTION PRELIMINARY OF . SILVERVI [r [y S•••• ud rrm .It0. W I. W !.. ..01 u0. .f It. yrs., 1.0.1/1. fl 11... 0.. a. v.... 4 11 uu C..[x. 41ya0.. 0.t 1. u 41 . p.ta1[.l.rlT ..er1t* M1 I.ru 14.4 f4 4 unn .1 . I.t WINu D r. I l.0.sa.M1 .Ia..w 1. W cux •f l.bi.. 0.21101111111108 2 .t c [1 .l To/.It. 04.01 rl.t 0.. 41.30411 as 0.r w4 ..CW 480. Y 01m4.. u I.t ..ut • roles tr is .l 41.01 i . .4l Alt plat of .f ! NIa■IN4 11.1.!0.. 1 11. Irr.r.r4t2. 4 SMUTS 10 W CO A T .f t..11.. Gary .t 0t.e. aut.. v..\tt *W. SITE DATA .AM. X0,01]:. wA. 2411 CI o N NAT :... “ n: XNC> ,411 t102 :13110110. W anonm: m 0204.110 mAm.24A 10.101 M AU, p IY MILT. INITI 101 (14i $7.122 WOAmA .�W INC. "'""a' aO STAIR. M ITI 1 0 1 SR. W�OM 1241 112.11122 NCR/ ACC :.101 •• WAWA or Ion 11 ' OOUT,: 1.10 0 0./CROSS 4AS 111111. $I 11lq OM 0•1.4 uo 0.11. norm° a• S: ucuu..nx ttuaA g m a Ti Sums OItWA1: c imp; AIM tiv TOM DISTR. q. If SimAYm Cmn4. ITI IIW TO 101.07.01 N OISOCI m CIT, LOOOMLITTS nag OISAIR: CITI 01 roan. Wf0..I T: man< IVLANNIT •01. raCrr SOHO MU w uAr mmc WILT amoo 0.n: RmAC t1c MOMS ATAms LOT I WILT ALIO < A LI A VALI O TAM. W � nl7cA n ALCM KIN 111CLUICIR. nag at OAT TO tan 40. n•.ro. ALPACA Cal 11.41 q. IT. S 2110 5. 14210 L. 5, SA. WIN t ' • WW1. M. YYY I , 7.r. • MAT T. N . HOT TO 'MI i f ly MAY 121 P14 7QF i U tyli PLANNING U ENT01 Nal • � � VICINI MAP Planning Commission _ May 28, 1987 Page 2 Jack Pace, staff representative, reviewed the request recommend- ing approval of the request. Lewis Leber, 17300 W. Valley Highway spoke in support of the recommendation. Bill Boone, 15701 Nelson Place S. concurred with Mr. Leber's comments. Paul Sheehan, 4522 S. 133rd also concurred with. Mr. Leber's comments. MR. KIRSOP MOVED AND MR. KNUDSON SECONDED A MOTION RECOMMENDING TO THE CITY COUNCIL THAT INK MANUFACTURING, PAINT MANUFACTURING AND THE MANUFACTURE OF SIMILAR COATINGS BE ADDED AS PRINCIPALLY PERMITTED USES IN THE M -1 ZONE, BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS, AND THE PRESENCE OF SIMILAR MANUFACTURING IN THE M -1 ZONING DISTRICT. THE MOTION PASSED WITH KNUDSON, COPLEN, HAGGERTON AND KIRSOP VOTING YES AND SOWINSKI VOTING NO. » » » » » 86 -67 -SUB: SILVERVIEW Request for approval of a preliminary plat for a 22 -lot subdivision located adjacent to Slade Way and 54th Avenue South. Moira Bradshaw reviewed the application, entering the staff report into the record and memo of May 28, 1987 with revised preliminary plat and conditions. She indicated staff's recommen- dation was for approval of the request with the revised condi- tions as indicated. Tom Barghausen addressed the Commission's concerns regarding the staff recommended configuration of the lots. MR. KIRSOP MOVED AND MR. SOWINSKI SECONDED A MOTION TO RECOMMEND TO THE CITY COUNCIL ADOPTION OF THE SILVERVIEW PRELIMINARY PLAT BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS WITH THE EXCEPTION OF PARAGRAPH ONE OF CONCLUSION NO. 6, AND ADOPTION OF THE CONDITIONS WITH THE EXCEPTION OF NO. 6. IN ADDITION, RECOMMEND TO THE CITY COUNCIL AN EXCEPTION TO THE 600 -FOOT LENGTH LIMIT ON CUL -DE -SACS. THE APPROVED CONDITIONS READ AS FOLLOWS: 1. Plant a deciduous street tree approximately every fifty feet or adjacent to lot lines in three -foot planting strip. 2. Landscape the traffic island and make a note on plat that maintenance of island will be the responsibility of adjacent property owners of Lots 16, 17 and 18. 3. Second landscape island is subject to Fire Department approval and appropriate note on plat for maintenance. Planning Commission May 28, 1987 Page 3 4. Create water line easement between Lots 14 and 16 in the 30- foot common access tract for Lots 13 and 15. 5. Relocate existing drainage running west to east through Lots 3 and 4 into proposed 53rd Place drainage improvements, and attempt abandonment of private drainage easement for turnover to public. 6. Note on plat that vehicular access to 54th Avenue South will be prohibited. 7. Note that ValVue is the purveyor for sewage disposal and indicate on plat easement through Lots 3 and 20. Adjust lot lines to ensure buildability of lots with existing sewer easements. Obtain Public Works Department approval of sewer lines. 8. Note on plat that fences 2 1/2 feet in height or greater be set back fifteen feet from front property lines. 9. Submit tree removal /detention plan to be approved by Planning Department prior to grading permit issuance. 10. Amend plat to show 7.5 utility and slope easement along edge of right -of -way. A VOTE WAS TAKEN AND THE MOTION WAS UNANIMOUSLY APPROVED. 87 -4 -DR: SEGALE 871 BUILDING Request design review approval for a warehouse building. Vernon Umetsu, staff representative, reviewed the staff report for the proposal recommending approval of the request. Ann Nichols, representing Segale Business Park, outlined the design request. She entered into the record a landscape design plan as Exhibit 2 and two photos depicting parking as Exhibit 3 and 4. MR. SOWINSKI MOVED AND MR. HAGGERTON SECONDED A MOTION TO APPROVE THE 87 -4 -DR SEGALE 871 BUILDING DESIGN PER STAFF'S FINDINGS AND CONCLUSIONS, SUBJECT TO THE FOLLOWING CONDITIONS WITH THE EXCEPTION OF THE WORD "REDESIGN" IN CONDITION #1 WHICH SHALL BE CHANGED TO "DESIGN ". THE REVISED CONDITIONS READ AS FOLLOWS: 1. Shoreward parking area to be designed to avoid intrusion into the River Environment zone. A tract of land in the Northwest quarter of Section 26, Township 23 North, Range 4 East of the Willamette Meridian, King County, Washington. described as follows (The basis of bearing used in this description is North O1 03' 56' East along the West line of said Northwest quarter per KCAS): COMMENCING at the Southwest corner of said Northwest quarter, THENCE North 01' OT 56' East, 890.92 feet along she West line of said Northwest quarter, THENCE South 88' 03' 22. East, 664.00 feet to the Southwest corner of the North 109.08 feet of Lot 19 of the unrecorded plat of McMicken Heights and the TRUE POINT OF OEGINNING•of the tent herein described; THENCE North O1' 03' 36' East, 309.08 feet to the Northwest corner of Lot 20 of said McMicken Heights and a point That is North O1' 03' 56' East. 1.00.00 feet and South 88' 03' 22' East, 664.00 feet front the Southwest corner of said Northwest quarter; THENCE South 88' 03' 22' East, 220.00 feet to the Southwest corner of Lot 2 of Tukwila Short Plat No. 81-20-SS recorded under King County Auditor's File No. 8107020714; TIIENCE North 01' 03' 56' East. 200,00 feet to the Northwest corner of said Lot 2; THENCE North 80' 03' 22' West. 59.98 feet to a point that is North 01' 03' 56' East. 1,400.00 feet and South 88' 03' 22' East, 664.00 feet and South 88' 03' 22' East. 160.02 feet from the Southwest corner of said Northwest quarter, said point being the South- west corner of that certain tract of land described in deed to John D. htitchell and Patrick Eugene Mitchell recorded under Auditor's File No. 741120445 in the records of King County; TIIENCE North or 03' 56' East, 200,00 feet to the Northwest corner of said Mitchell tract; TIIENCE South 88' 03' 22' East, 351.33 feet to the Northeast corner of said Mitchell tract: TIIENCE South 01' or 33' West, 200.00 feet parallel with 54th Avenue South to the North line of Lot 1 of said short plat: TIIENCE North 88' 03' 22' West, 64.99 feet to the Northwest corner of mid Lot I; TIIENCE South 01' 08 33' West, 100.00 feet to the Southwest corner of said Lot I; TIIENCE South 88' 03' 22- East, 190.00 feet to the Southeast corner of said Lot I and the West line of said 54th Avenue South; TIIENCE South 01' O8 33' West, 99.98 feet along said West line; TIIENCE South 25' of 09' West, 336.02 feet along said West line to the Easterly extension of the South line of the North 109.08 feet of said Lot 19; THENCE North 88' 03' 2P West. 499.21 feet to the POINT OF BEGINNING. EASEMENT PROVISIONS An easement is hereby reserved for and granted to PUCET SOUND POWER and LIGHT COMPANY. PACIFIC NORTHWEST BELL TELEPHONE COMPANY. WASHINGTON NATURAL CAS COMPANY. CABLE TV, and CITY OF TUKWILA (water and sewer) and their respective successors and assigns. under and upon the exteriorl0 feet parallel with and adjoining the street frontage of all lots and tracts in which to install, lay, construct, renew, operate and maintain underground conduits. cables, pipe, and wires with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, and utility service, together with the right to enter upon the lots at all times for the purposes herein stated. Also. each lot shall be subject to an easement 2.5 feet in width, parallel with and adjacent to all interior lot lines for purposes of utilities and drainage. No lines or wires for the transmission of electric current or for telephone use. CATV, fire or police signals, or for other purposes, shall he placed or permitted to be placed upon any lot outside the buildings thereon unless the same shall be underground or in conduit attached to the building. TRACT 'A' Lots 13 and 15 shall each have an undivided one-half interest In Tract "A' and, by the recording of this plat, grant, each to the other. an easement for access purposes. Subject to water line easement shown on thisplat. FINANCE DIRECTOR'S CERTIFICATION I hereby 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. There are no delinquent special assessments certified to this office for collection and that all special assessments certified to this office for collection on any of the property herein contained, dedicated as streets, alleys, or for other public use, are paid in full. This day of , 19 . OFFICE OF FINANCE Director, King County office Of Finance Deputy TUKWILA CITY COUNCIL DEPARTMENT OF ASSESSMENTS Secretary Examined and approved this dart- of 1987, 1987. 1987. I certify that there are no delinquent special assessments and all special assessments on the property herein contained dedicated as streets or for other public use are paid in full. This day of . 1987 Finance Director. City of Tukwila . 1987. Attest: asor City Clerk Examined and approved this _ day of , 1987. Ping County Assessor Deputy King County Assessor SHEET I OF No lot or portion of a lot in this plat shall be divided and sold or resold ownership changed or transferred whereby the ownership of any portion of t this shall be less than the area required for the use district in which located. 1. Building permits will be subject to opinion letter provided by qualified geotechnical engineer prior to issuance, 2. Any construction on individual lots shall be in conformance with soils report recommendations indicated in GEO Engineers soils report dated March 30. 1987, per epic file 354 -86. 130t12hduun Consulting Engineers Inc. Lad Plannio8,Survsy a Engineering Spaciolists 6625 So.190th St Suit 102 Kant, WaYt9S032 (2061672 -5522 JOB NO 2262 4 N S DEDICATION JOB NO. 2262 wi' N0. DELTA NAD1U5 CM050 8EAAINC MOLD 1. 61' 28' 26" 45.00' S 31" 48' 09" V 46.00' 2 . 26' 23' 16" 45.00' 5 75' 44' 43' V 20.54' 3. 61" 28' 26" 45.00' S 29' 40' 17' C 46.00' 4. 26' 23' 16" 43.00' 5 73' 36' 07" C 20.54' 5. 44' 24' 55" 25.00' 5 76" 25' 27" V 18.90' 6. 09 07" 45.00' 11116 13' 10" V 7.61 7. 46" 41' 07" 45.00' M 69' 51' 41" C 35.66' e. 36 43' 04" 45.00' M 28' 09' 36" 9 28.35' 9. 44' 24' 55" 25.00' N 32' 00 31" 0 18.90' 10. 29" 36 17" 100.00' M 39 24' 51" E 51.10' 11. 23' 32' 37" 100.00' M 12 50' 23" E 40.80' 12. 69' 16' 19" 25.00' 9 S8' 51' 05" C 28.42' 13. 40. 03' 13" 50.00' S 76' 32' 29" E 34.25' 14. 34' 57" 51" 50.00' M 65 56' 49" E 30.04' 15. 28 52" 50.00• M 34" 08' 27"E 24.74' 16. 28' 38' 52" 50.00' M 05' 29' 35" E 24.74' 17. 25" 38' 52" 50.00' M 23' 09' 17" V 24.74' 18. 90 52' 42" 23.00' M 46' 30' 17" E 35.63' 19. 89" 07' 18" 25.00' M 43' 29' 43" V 35.08' 20. 36' 07' 31" 50.00' M 55' 32' 28" 9 31.01' 21. 74' 40 10" 25.00' N 36' 16' 09" V 30.32' 22. 53' 06' $4" 75.00' 5 27' 35' 23" V 67.10' NOTE: ALL LOT CORNERS & LOT CURVE L ANGLE POINTS TO BE MARKED WITH 1/2' X 24"1RON RODS W/ PLASTIC CAP MARKED "BCE PLS 23856" 0 Scale: 1"e50' N 50 NW CO/7.5[C 26 END 2 BRASS Al CONC 10'N. OF PVM'T. 588 "E 66400 100 ISO' . 0 � 4 0 2 ' . . 4'>''el 4W 0,64 4341 1�6♦/,71401 to In en O 0 2 FN0.4 , 4 "CONC.MON. W/ Bi1AS5 CAP. R0126/118 ` W / WEST 10' 8 SOUTH 10'OF oO EAST 543.08', vAL VUE SEWER 01ST. O A P. 2 IG0.02 4►NLHi8L04' W "W � -• LOT LINE S29•35'' 31 "W(R) 42.95' N88•58' 04'W :1 118.00' I 1 9 135.59' se SILVERVIEW N.W. 1/4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M. 'S CITY OF TUKWILA, KING COUNTY, WASHINGTON AFN-5344869 WAY - 2 ` 38.00' 9.96 N88 ° 03'22"W FRO 4"84"0080. MON W /LEAD B TACK INCASE 762' / S29'35' 31 "W 47.84' I0 90.00' N 88 °03'22 "W a 128.°5 10 U N86 •56' 04"W `69 G '9 150.65' O 8 to O 2 0 0 a 2 4 588.05'34"E 1994.68' e. W 1/4 COP. SEC 26 IKC6S.S65 ° 0542 "EI ENO .4 X /"GONG PLAT - 199161' 0409 W /1/4 "6RAS5 IN I CASE P20.00' S88°03'22 "E I 135.59' w 84.41' pj co in 5 r' 38"E it / / 4' 7 S88•58' 03"E PLEASANT HT'S. Na z os .1 I M M1 I S27.27958'E(R) , R AI 7 ' v hero L-3 • tiy y9� _5_88 2500' II 120.00' I S88.56' 04"E I 150.65' 35 ' O 1 � "9 1 I x EXIST STORM I SEWER E5M'T N AFN5094325 X) 1 3 ? , I LOT LINE I � 4 ( �0 0 • 115 25' T 5.2 1454.18' 1e 'E 25' .$ 3 2 9 T � 1 jipC >0 499.21' 26757' • 25 O Pl W w) E � 8 1 Q I er 13 LOT LINE 3' 10 I FT. DEED TO PUBLIC AEN 5935485 351.33' • 150007' 22 Q C" 04 "w I[. 150.53' N811.511' x F- M 0 fo S88•56' 04 'E : W 150.43' I; 3 a 20 �; 9...40.39.22.,,,,, 2, CC I 0 M ~ to 1 .- 10 m 47 21 0 115.00' 0 RESTRICTIONS h Each lot owner 611011 tape NACU lc note of the Sllverview subdivision restrictions, No.'s I through 4 shown on sheet I of this plat. 0 0 )e = Maintenance of traffic island shalt be the responsibility of adjacent property owners of Lots M 16,17,18,7,68 1 Q E pVV I 85.28' O8 el S88.56' 04"E N 971. . .� 19 00' S88°03'22 "E 190.00' �1 -.....--....„- 50,00' 1aO00 - I" 'OS •IN75' 7f -- it - -- 17•W c a7 589'09' 49 "W 212.10' I ESM '1E 19 ,, 0 o ESMT I 44 N 5 2 0 m ,\ 5 6c�3 -/A to 18 W • 9 5 � 4/00 Ho' smy FASM.i. D p 10 5' 7400 -� N88 28 "E 220.96' fr) M O O Cr) 17 f m p N O S88 22'E O 0 F ° eorghousen Consulting Engineers Inc. Land Planning,Survey 6 Engineering Specialists 6625 So.190th St Suil 102 Kent,S8sh.98032 (206) 872-5522 Mort COORDINATES (BASED ON WEST V4 CORNER). A = 169,405.69 1,645,57704 B = 169,50483 1,645,714.54 C ' 169,526.78 1,645,78516 0 = 169,54427 1,645,74638 E = 169,58405 1,645,75605 F = 169,982.72 1,645,763.46 CURVE DATA A VICINITY MAP SHEET 3 OF 3 LEGEND 10' WATERLINE EASEMENT 10' SANITARY SEWER EASEMENT 10' STORM DRAIN EASEMENT UTILITY EASEMENT (R) RADIAL LINE 4i4"CONC.M0N. W /BRASS CAP TO BE SET IN CASE UPON COMPLETION OF STREET PAVING J08 M3.2262 q c'•„ ?tfs:,'rr`• - ia:.'xr' • +.v; ;.a'• »„_ a .,, •.r.a sx i'rnt.HKCr ; °ji } r �. fCi1` i�' ?,6., ±. ri te', 'fix •., µ a��ti /.. _,�'i,�,t.:A4 ,.c�,t .'''.N +eT ri"• '•�-' �;�� �a ` "��.w;Z' ^�'; C %��-', +" ?F`.P` ..;,.. •.tt.; . nx +: °.i?t "�.i "t1SFr,�&�,1�iCi��k` iii;;".' ��i; :�hfi��'-:i�u.r�.'in�•,•�. r4 ..�,'.�`So:';,t.. uT•�] u� n..,+..,.. fx......... x:, �rif. �'. vtnt. il< L'::,.... J�1.. f% 5s..,,•...,. r...... e:` �� �. e,... sJa :G`.,...w,.. sn_t +:J<:9..... 4t':t ._VERVIEW C TWP. 23 N., RGE. 4 E., W.M. :ING COUNTY, WASHINGTON ACKNOWLEDGMENTS STATE o► 0AGl•/L - ) ) sa. COUNTY OF `- I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. STATE OF Washington ) ) su. COUNTY OF King I certify that I know or have satisfactory evidence that Thomas A. Borghousen signed this Instrument, on oath stated that (he /she) was authorized to execute the instrument and acknowledged it as the President of THB Colorado Corporation instrument. Date � ,X .z.,;1 /1Y7 Signature of / rc Notary Public I s^1 Title S My appointment expires 2 i '>')% voluntary act of such part for the uses and purposes mentioned in the Date 7 - 17 Signature of Notary Public SHUT 2 OF 3 to be the free and 1 STATE o► L '✓ C 12j� • ) se. COUNTY o► 'ri ) I certify that I know or have satisfactory evidence that Jj "t.ty -1 sj signed this instrument, on oath d that (he /she) was auchized to execute the instrument and acknowledged it as the t{.a_�'�/�i t.,.��±�s�__ of di, C. //// [�( W Callusirs -T • IllerlegArvil • 411111111111141111biltailb Nit 11•4111M111111111 Date ,R l — -97 to be the free and voluntary act of such part for the uses and purposes mentioned in the instrument. / L. Signature of c Notary Public Title ' 4 4 : c _ / -; • 7 ' . •, My appointment expires ,D '• ,' 1 41 ' :i' O ..)!� '.IM1� %�,, .", rte . , LNAL DESCRIPTION A tract of land in the Northwest quarter of Section 26, Township 23 North, Range 4 East of the Willamette Meridian, King County, Washington, described as follows: (The basis of bearing used in this description is North 01" 03' 56" East along the West line of said Northwest quarter per KCAS): COMMENCING at the Southwest corner of said Northwest quarter; THENCE North 01' 03' 56" East, 890.92 feet along the West line of said Northwest quarter; THENCE South 88' 03' 22" East, 664.00 feet to the Southwest corner of the North 109.08 feet of Lot 19 of the unrecorded plat of McMicken Heights and the TRUE POINT OF BEGINNING of the tract herein described; THENCE North 01' 03' 56' East, 309.08 feet to the Northwest corner of Lot 20 of said McMicken Heights and a point that is North 01' 03' 56" East, 1,200.00 feet and South 88' 03' 22" East, 664.00 feet from the Southwest corner of said Northwest quarter; THENCE South 88' 03' 22" East, 220.00 feet to the Southwest corner of Lot 2 of Tukwila Short Plat No. 81- 20 -SSS recorded under King County Auditor's File No. 8107020714; THENCE North 01' 03' 56' East, 200.00 feet to the Northwest corner of said Lot 2; THENCE North 88' 03' 22" West, 59.98 feet to a point that is North 01' 03' 56" East, 1,400.00 feet and South 38' 03' 22' East, 664.00 feet and South 88' 03' 22" East, 160.02 feet from the Southwest corner of said Northwest quarter, said point being the Southwest corner of that certain tract of land described in deed to John D. Mitchell and Patrick Eugene Mitchell recorded under Auditor's File No. 741120445 in the records of King County; THENCE North 01' 03' 56" East, 200.00 feet to the Northwest corner of said Mitchell tract; THENCE South 88 03' 22" East, 351.33 feet to the Northeast corner of said Mitchell tract; THENCE South 01' 08' to the North line of THENCE North 88' 03' Lot 1; THENCE South 01' 08' Lot 1; THENCE South 88' 03' 22" East, 190.00 feet to the Southeast corner of said Loc 1 and the West line of said 54th Avenue South; THENCE South 01' 08' 33" West, 99.98 feet along said West line; THENCE South 25' 03' 09" West, 336.02 feet along said West line to the Easterly extension of the South line of the North 109.08 feet of said Lot 19; THENCE North 88' 03' 22" West, 499.21 feet to the POINT OF BEGINNING. I EASEMENT PROVISIONS 33" West, 100.00 feet to the Southwest corner of said TRACT "A" 33" West, 200.00 feet parallel with 54th Avenue South Lot 1 of said short plat; 22" West, 64.99 feet to the Northwest corner of said An easement is hereby reserved for and granted to PUGET SOUND POWER and LICHT COMPANY, PACIFIC NORTHWEST BELL TELEPHONE COMPANY, WASHINGTON NATURAL CAS COMPANY, CABLE TV, CITY OF TUKWILA, and WATER DISTRICT NO. 75 (water, storm drainage, and sanitary sewerage) and their respective successors and assigns, under and upon the exteriordfeet parallel with and adjoining the street frontage of all lots and tracts in which to install, lay, construct, renew, operate and maintain underground conduits, cables, pipe, and wires with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, and utility service, together with the right to enter upon the lots at all times for the purposes herein stated. Also, each lot shall be subject to an easement 2.5 feet in width, parallel with and adjacent to all interior lot lines for purposes of utilities and drainage. EXCEPT no easement is granted or reserved in the existing and private 10 -foot storm sewer easement recorded under AFN 5094325 and 5122535. No lines or wires for the transmission of electric current or for telephone use, CATV, fire or police signals, or for other purposes, shall be placed or permitted to be placed upon any lot outside the buildings thereon unless the same shall be underground or in conduit attached to the building. Lots 13 and 15 shall each have an undivided one -half interest in Tract "A" and, by the recording of this plat, grant, each to the other, an easement for access purposes. Subject to water line easement shown on this plat. Lot 16 may also be required to use Tract "A" for access, in which event each of the owners of Locs 13, 15 and 16 shall have an undivided one -third (1/3) interest in Tract "A" and shall grant, each to the other, an easement for access. SLVERVII N.W. 1/4 SEC. 26, TWP. 23 CITY OF TUKWLA, KING COUI RESTRICTIONS No lot or portion of a lot in this plat sha and sold or resold or ownership chat transferred whereby the ownership of any poi this plat shall be less than the area req& the use district in which located. 1. Building permits must be accompanied b! opinion letter provided by qualified geotechnical engineer prior to issuane. 2. Any construction on individual lots eh in conformance with soils report recommendations indicated in CEO Engin soils report dated March 30, 1987, per file 354 -86. 3. Rockery installation shall be supervis signed off by a soils engineer. 4. Fences 2 1/2 feet in height or greater be set back 15 feet from front propert 5. Development Ln the plat of Stivervier subject to Covenants, Conditions and Restrictions as set forth by document in records of King County under A.F. No. 8708181122 and as may be mended. 6. The responsibility for maintenance of "A" shall be by the owners of lots hall access thereto as per the easement prc of this plat. Said responsibility she pro -rated on a proportional basis to t number of lot owners having such acts' thereto. 7. The owner of Lot 14 also has the right access over Tract "A ", provided howev' Tract "A" shall not be used as the drf access into Lot 14, said lot being roc have access directly to 53rd Place Sot 8. The drainage easeme and utility eat shown and dedicated as part of the re, of this plat are intended to relate d: to the lot lines as shown hereon. In event of a lot line adjustment in the ur if any lots are combined causing tl removal of any lot lines, then the ea, provisions contained within this plat tion and as may be shown on the face final plat map shall be relocated and removed through the lot line adjustor procedure without requiring the appro all of the owners of all of the lots plat. Only the approval of the lots encumbered and affected by said shall be required to approve said rel This provision shall in no way allow removal or modification of easements utilities where such easements are ne to serve other lots within or adjaceo development as shown on this plat map FINANCE DIRECTOR'S CERT1PI I hereby certify that all property taxes are pat been made in sufficient amount to pay the taxes There are no delinquent special nes cart collection and that all special assessments cart collection on any of the property herein contain allays, or for other public use, are paid in ful , 19 OFFICE OF FINANCE Director, King County Office of Finance �.....+ • NOTE: • ALL LOT CORNERS I LOT CTiitVE I ANGLE POINTS TO SE MARKED WITH 1/2" X 24 IRON RODS W/ PLASTIC CAP MARKED '110E PL5 23555' 1.. CNTtV' C 41.0 6701' w I!4 H}tt Ns•ss' 04 "W 150.115' S115•SS' 04 "E LOT LINE 120.00' 135.59' 5' SS•50' 03 "E 115.00' S27'27' 39 "ERR) 42.95' .2i 0 0 8 LOT LINE S2•35' 31 "WIR) 42.95' NI8•5s' 04 "W 119.00' 135.59' 150.43' Scale: 1' 50' 100' I50' W -..141) NW COR, SEC. 26 WEST 10' • 9011TH 10' r in FND 2 " BRASS IN CONC. EAST 343.06', VAL 11UE 4 10'N. OF PVM' T. SEWER D1ST. O A.F.N.75041006U z S81M03'22 "E 664 00' 168,385.91 ✓"�- 1 ,644,73401 W I/4 COR,SEC.26 FND. 4 "X 4 "CQNC. MON. W/ 1/4' BRASS IN CASE 9 PLE.AB /If'<T HT. Ni:. 2 63; i1 FN0.4" 14 "CONC. NON. W/ BRASS CAP 805.26/116 W 10 a N1 0 • 0 z 110 S86 "E 1 994.86' INCAS.SBB °06'42 "E) PLAT- 1991.64' 160.02' SLVERV li`: W. 1/4 SEC. 26, TWP. 23 'S', CITY OF TUKWILA, KING COl AFN.- 5344869 F W 2esiR 1 FT DEED 7 8 S 813•03122"E 26757' 351.1 35.00' < FNO.4 "X4 "CONC. MON. W /LEAD S • TACK IN CASE 220.00' S 98'03' 22"E ■88•03 "W N AAfA'a177NUi 10 1C) 2: Ss Neese' 150.53' 21 IP ea C C U S$$5.' 04"E ., r. 1 9.0 0' If. W I 19 s1f • NO. DELTA • RADIUS ' CHORD IEAIIMC CHORD 1. 61' 28' 26" 45.00' S 31' 48' 09" 12 46.00' 2. 26' 23' 16" 45.00' S 75' 44' 43" 4 20.54' 3. 61' 28' 26" 45.00' S 29' 40' 17" E 46.00' 4. 26' 23' 16" 45.00' S 73' 36' 07" I 20.54' S. 44 24' 55" 25.00' S 76' 25' 27" 12 18.90' 6. • 09' 42' 07" 45.00' N 86. 13' 10" Y 7.61' 7. 46' 41' 07" 45.00' N 69' 51' 41" E 35.66' 8. 36' 43' 04" 45.00' M 28' 09' 36" E 28.35' 9. 44' 24' 55" 25.00' N 32' 00' 31" E 18.90' 10. 29' 36' 17" 100.00' N 39' 24' 51" E 51.10' 11. 23' 32' 37" 100.00' N 12' 50' 23" E 40.80' 12. 69' 16' 19" 25.00' M 88' 51' 08" E 28.42' 13. 40. 03' 33" 50.00' S 76' 32' 29" E 34.25' 14. 34 57" 51" 50.00' M 65' 56' 49" E 30.04' 15. 28' 38' 52" 50.00' N 34 08' 27" E 24.74' 16. 28' 38' 52" 50.00' N 05' 29 35" E 24.74' 17. 28' 38' 52" 50.00' M 23' 09' 17" 4 24.74' 18. 90' 52' 42" 25.00' N 46' 30' 17" E 35.63' 19. 89' 07' 18" 25.00' N 43 29' 43" u 35.08' 20. 36 07' 31" 50.00' N 55' 32' 28" 4 31.01' 21. 74' 40' 10" 25.00' M 36. 16' 09" 4 30.32' 22. 53' 08' 54" 75.00' S 27 38' 23' 4 67.10' P _VERVIEW Y. TWP. 23 N., RGE. 4 E., W.M. (ING COUNTY, WASHINGTON WAY 7.57' SS111•5S' 04 "E 150.43' ia 4' - Io e'► S89' 09' 49 "W 212.10' o EESM'T Q y Iv -1 24 00 N88 28"E 220.98' S88•o3' 22 "E 115.00' t3 S' IQ' IfT. DEED TO PUBUC APN.59354e5 S88•58' 04"E 351.33' 22 N$S•511' 04 "W 150.53' (J X32 5Z ' YJ Sg913v A V 21 20 N8 0 o M8 L8 85.28' 0 v - Cn 19.00 0' S88•03'22 "E 50 ESM'T 8 RESTRICTIONS Each lot owner shall take specific note of the Sltverview subdivision restrictions, No:. I through 4 shown on sheet I of this plat. 7t . Mglnlpnance of traffic island at A shall be the responsibility of owners of Lots 7 88 and for maintspgpcs of traffic island at C shall be the responsibility of owners of Lots 16,17 918. Maintenance of landscaping between bock of Curb 9 sidewalk shall be the responsibility of the odjoc nt lot owner on o projected lot line basis. 190.00' J � 0 9.71'. Co twrtimp EnoNwi s... B = 169,504.80 1,645,714.54 C = 169,526.78 1,645,78516 0 = 169,544.27 1,645,746.98 E = 169,584 1,645,756 F = 169,982.72 1,645,763.46 CURVE DATA A t common SHEET 3 OF 3 hat ON WEST 1/4 CORNER1. A ' 169,406.69 0.. 45,57704 (R) S LEGEND 10' WATERLINE EASEMENT 10' SANITARY SEWER EASEMENT 10' STORM DRAIN EASEMENT UTILITY EASEMENT RADIAL LINE 4z4 "CONC.MON. W /BRASS CAP TO BE SET IN CASE UPON COMPLETION OF STREET PAVING ,d,,. .,... c_ - .. . r RESOLUTION NO. 87 -8 -5 H A RESOLUTION approving an extension to the Water District System and amending the Comprehensive Plan. SILVERVIEW BE IT RESOLVED by the Board of Water Commissioners of Water District No. 75, King County, that the application, and plans and specifications, for an extension to the Water District's System, as hereinafter described, be and it is hereby approved subject to compliance with the District's standards and procedures for developer extensions. BE IT FURTHER RESOLVED that the extension hereinafter described is an addition and betterment to the water system of the District, and the Comprehensive Plan be and it is hereby amended accordingly. Name of Extension: Name of Developer: Plat, or sub - division: Along: From: To: L.F. Size: 53rd P1. S. Slade Way Approx. S. 165th St. 495 LF 8" D.I 150 LF 4" D.I 54th Ave. S. Approx. S. 165th St. S. 166th St. 358 LF 8" D.I (Easement) Approx. S. 165th St .53rd P1. S. 54th Ave. S. 470 LF 8" D.I (Easement) ADOPTED at a meeting of the Board of Water Commissioners of Water District No. 75, King County, held on the .„jl day of August , 19 87 6 C' EO . BLOMBE Pre ident Secretary 2mm, u I'pera DEDICATION KNOW ALL MEN BY THESE PRESENTS that we the undersigned owners in fee simple of the land hereby platted hereby declare This plat and dedicate and convey to the City of Tukwila for the use of the public forever all streets and avenues, storm drainage and sanitary sewer systems located in easement and right of way shown thereon and the use !hereof for all public purposes not inconsistent with the use thereof for public highway purposes, also the right to make all necessary slopes for cuts and fills upon the lots shown on This plat In the original reasonable grading of the streets and avenues shown hereon. IN WITNESS WHEREOF we have sat our hands and seals. RECORDING CERTIFICATE Filed for Record at the request of the City of Tukwila this day of , 19 , at minutes past .w. and recorded in Volume of Plat at page thru , records of Ring County, Washington. DIVISIONS OF RECORDS AND ELECTIONS Manager Superintendent of Records LAND SURVEYOR'S CERTIFICATION I hereby certify that this plat of Silverview is based upon actual survey and subdivision of Section 26, Township 23 North, Range 4 East, W.N., that the courses and distances are shown correctly thereon; that the aonuaants will be set and lot and block corners staked correctly on the ground and that I have onplied with the provisions of the platting regulations. , i Nursell, P.L.S. 23656 ' e idiot T.H.B. Colorado Corporation Patrick E. Mitchell individually and os the personal representative of the estate of Ruby A. MIlchell, deceased Terry SWenson, also known os Teresa wanton, Sp Commissioner in Curl et al vs. Bel Crest Realty of al. DATE ct UMW N.W. 1/4 SEC. 2S, TWP. 2 CITY OF TUKWILA, MG CC Same None (29 /SUB.FPAPP) ...rs r.....a. w..�..�.. ...:t,....a.. .:�Li� -. ♦. ... +.... ^5 " <e. �v'. �: i�'�t. ° rr .;1: .'x< ` T FIAL PLAT APPLICA TI O 1. NAME OF PRELIMINARY PLAT: Silverview Estates 6. PROPERTY Name: OWNER 2. IF FINAL SUBDIVISION IS DIFFERENT, GIVE NEW NAME: 3. DATE OF PRELIMINARY PLAT APPROVAL: 4. DESCRIBE ANY PROPOSED DEVIATIONS FROM PRELIMINARY PLAT: 5. APPLICANT :* Name: THB Colorado Corporation 872 -5522 THB Colorado Corporation Phone: 872 -5522 AFFIDAVIT OF OWNERSHIP N [KR) I [JUL 241987 Address: 6625 South 190th, Suite 102, Kent, WA 98032 Address: 6625 South 190th, Suite 102. Kent, WA 98032 Phone: Signature :_ /..Z �. Date: 6 * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. I /WE,[signature(s)] .. /� , swear that /we are the owner(s) or contract purchaser s o the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: - L Z.o 1,2) ..': t;IM tj:.:i4 Yil::6.1 i/.V,A<;:73;'A e�•t:."t •::lA ?:4r+ raa..rn«ua..n..r...ra:n..aea'a vex. tar. PENN eddrNt Oorreapondenw to tf .,,,...'lloe Prepared For. Sorrel & Palken 17th Floor, Hoge B Seattle, WA 98104 LATTN: Orly Sorrel kg (Amended 10- 17 -70) Extended ❑ Proposed Insured: P]Si<f JUL 24 1987 i 1 in , € CITY OF TUKW■LA oLANNINri SCHEDULE A SECOND COMMITMENT Effective bate :'TuIy; :.17, 1987 at 8:00 a.m. 1. Policy or Policies to be issued: (c) Standard Loan Policy $ Proposed Insured: (d) 3. The land referred to in this Commitment is situated in the County of Washington and described as follows: - see attached page 3 - - continued - E',:T. VV 4iTA Y.:e klt•INIcklcI'.i7CJ. 1V A?{TSTiikalk *WiAtt=11:YI . 7ii91V. . }:SOTMPAWPX,Villarr!!f V Y' 41• TJ.:A.vY:RW:NtVC'EMO.YXR".6WW Page 1 .ked below: e $ Amount $ 114,000.00 BELLEVUE SEATTLE EVERETT LYNNW000 BNhMERTON SILV6RnALE ' OLYMPIA VANCOUVER 320 100th Avenue N.E. 120001h Avenue 2939 Colby Avenue 19 44th Avenue Weal 4040 Wheaton Way 3100 N.W Eiucklm NUl Rd. 2525 Martin Way 202 E. MITI Plain Blvd. Bellevue, WA 98009 Seattle, WA 98101 Everett, WA 08201 Lynnwood, WA 08038 Bremerton WA 90310 Silverdale. WA 95353 Olrmula, WA 055Ur Vancouver, WA 96055 (200)4 (205)020.1660 (200)252.1150 (205) 775.1511 (205) 479 -1900 (206)60 .4558 (205)943.0080 (205)595.1301 Ail 0 ❑ ❑ ❑ ❑ ❑ ❑ 792965 Transamerica No. : Customer oforence: B w - Si lter Bel Crest Realty Inc. user / irrowe l / Co orad ; orporation k // /. , h/4 44 I ti 0 i er For Service on this order call: 451-7316 Linda Brownell, Kathleen Greer - Wilkes or Nancy Bailey Premium $ 548.00 (a) ALTA Owner's Policy -Form B 1970 (Amended 10.17 -70) Tax $ 44.39 Standard at Extended ❑ Proposed Insured: THB COLORADO CORPORATION, a Colorado corporation (b) ALTA Loan Policy -1970 ee Note 1) $ • Premium $ Tax $ Premium $ Tax $ Premium $ Tax $ Total 2. Title to fee simple estate or interest in said land is at the effective date hereof vested in: - see tttached page 2 - King z0' d €ESZ TSB 90E * * *3flft3113g d0I83WtISNtf8l* LZ :.t t L86t /EF /L0 s 592.39 State of VESTED IN: 11,,X cite mmxa.xve L SECOND COMMITMENT !x:awac UNOTIVUArsosn Page 2 - continued - ,• ..kwaeuziorant Order No. 792965 BELLEVUE CLINIC, INC., P.S. PSP, as to an undivided 10.098% interest, REINHOLD R. BRAUN et ux, as to an undivided 2.805% interest, ROBERT M. BUCK et ux, as to an undivided 4.208% interest, G. RICHARD BURWELL et ux, as to an undivided 1.402% interest, R. A. CASSUTT, as to an undivided 3.647% interest, F. CLIFTON CURL et ux, as to an undivided 8.555% interest, PETER DOVE et ux, as to an undivided 1.515% interest, VERLA L. FINKE, as to an undivided 7.043% interest, ALDEN F. FOXX, as to an undivided 7.0 interest, CAROL A. GILLIGAN, as to an undivided 12.342% interest, HELEN B. C. and DONALD A. HOGAN, as to an undivided 3.366% interest, CATHRINE LOGOZO, as to an undivided 2.805% interest, THOMAS J. MC INTYRE DDS PEN. PLAN, as to an undivided 20.196% interest, THOMAS B. NICHOLS et ux, as to an undivided 1.402% interest, RUSSELL A. PATTERSON et ux, as to an undivided 0.982% interest, L. E. SAMFORDET ux, as to an undivided 1.402% interest, SANDBURG TR, MARILYN COX, TRUSTEE, as to an undivided 2.805% interest, RAY T. SMITH et ux, as to an undivided 5.049% interest, and CHARLES T. and KANCE B. STEPHENS, as to an undivided 3.366% interest DESCRIPTION: SECOND COMMITMI`l.' tV��M1l.3MMKtlF*iAFtLlfri rn' r+mrrw, Page 3 - continued - mut novesi ,teza„atetva atusq+x vptw Ci Order No. 792965 PARCEL A: Lot 2 of Short Plat No. 81 -20 -SS according to the Short Plat Survey recorded under King County Recording No. 8107020714; Situate in the City of Tukwila, County of King, State of Washington. PARCEL B: That portion of the Northwest 1/4 of Section 26, Township 23 North, Range 4 East, W.M., described as follows: Beginning at the West 1/4 corner of said Section; thence along the West line of said Section, North 0 ° 14'13" West 890.92 feet; thence South 89 °21'31" East 664 feet to the true point of beginning of this description; thence North 0 °14'13" West 309.08 feet; thence North 89 °21'31" East 635.82 feet to the Westerly line of 54th Avenue South; thence along said Westerly line South 23 °45'00" West 336.01 feet; thence North 89 °21'31" West 499.21 feet to the true point of beginning; (ALSO KNOWN AS Lot 20 and the North 109.08 feet of Lot 19 in Block 2 of McMicken Heights, No. 1, an unrecorded plat); Situate in the City of Tukwila, County of King, State of Washington. ,.'. FORM NO. W 8 AK -142.2 For use with Washington and Alaska Commitment - 1986 SECOND COMMITMENT Page 4 SCHEDULE B Order No. 792965 Exceptions. 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. A. Standard exceptions set forth on inside back cover. B. 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 for value of record the estate or interest or mortgage thereon covered by this Commitment. C. Instruments necessary to create the estate or interest to be properly executed, delivered and duly filed for record. D. Real Estate Excise Tax pursuant to the authority of RCW 82.45 and amendments thereto. As of the date herein, the tax rate for said property is .0159. E. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 537920- 0195 -03 1985 $ 409.37 $ .00 $ 409.37 1986 $ 435.97 $ .00 $ 435.97 1987 $ 741.93 $ .00 $ 741.93 (Covers Parcel A) 537920- 0191 -07 1985 $ 904.43 $ .00 $ 904.43 1986 $ 963.20 $ .00 $ 963.20 1987 $1,951.70 $ .00 $1,951.70 (Covers Parcel B) The levy code for the property herein described is 2320 for 1987. - continued - . SECOND COMMITMENT SCHEDULE B (continued): DISCLOSED BY: PURPOSE: AREA AFFECTED: DISCLOSED BY: PURPOSE: AREA AFFECTED: GRANTEE: PURPOSE: AREA AFFECTED: RECORDING NO.: (Covers Parcel B) ". S:'. :. 'i:.�., r.l-r ^•u :Nj�n !. + f .! n�lrt; i^. jM:`1114�.4�� e,i ."i r i. .. t .l. ....e 1.•.... ..i.�l. i.i �'r x.... _. ..ice .. .... .. u..l)1)i'S'a .C'..a. :.J) a.:')' %�... ,.. 5.... 1... ... ,.. �. �._.. ,�'iZ:���.:( r ... :'l.; F_r. :c.(,. .,._ Page 5 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Order No. 792965 Instrument recorded under Recording No. 5094325 Storm sewer Northerly portion of Lot 2 of said Parcel A and other property Instrument recorded under Recording No. 5122535 Storm sewer Northerly portion of Lot 2 of said Parcel A and other property 3. Restrictions imposed by instrument recorded July 21, 1981 under Recording No. 8107210574, as follows: Grantee herein and all other person and parties claiming through the Grantee herein covenant further not to plat any vegetation or to allow the growth of existing vegetation, whether natural or cultivated that will block, impair or otherwise interfere with the view of Mt. Rainier and the Cascade Mountains which is visible from the living portion of the Grantor's house. Grantor reserves the right to reject, pursuant to the above restrictions, prior to construction, any plans for any proposed structure to be erected on the aforesaid land, that would block view as so stated above. (Covers Parcel A) 4. Right to enter said premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in street (or road) adjoining said property as granted in instrument recorded under Recording No. 2880048. (Covers Parcel B) 5. UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Puget Sound Power & Light Company Electric transmission and distribution line The description contained therein is not . sufficient to determine its exact location within the property herein described 3877405 Contains a covenant prohibiting structures over said easement or other activity which might endanger the underground system. - continued - ��.e..u�.�.d .��fx +...S..1M ..•.., 1`.' �; ?ic� l +,t ::cE•b'+ SECOND COMMITMENT SCHEDULE B (continued): • JUDGMENT: AGAINST: IN FAVOR OF: FOR: ENTERED: KING COUNTY JUDGMENT NO. SUPERIOR COURT CAUSE NO. ATTORNEYS FOR CREDITORS: tif.,. •:?.7''• 4. + ^ . , . Page 6 •as mr• � . .., r'n+r;-; ... "" 1' T" F. KS' sfi?'-'/ 12j.".' A::. C.;7t }`J:i4. ! �T;L`.n3 • E'J'.t1.t 3ir7:_..�'F:1't G ^ .:•� • F, "'Sa. Order No. 792965 6. Easements, restrictions and recital set forth on the face of short plat recorded under King County Recording No. 8107020714. Bel Crest Realty, Inc., et al Bellevue Clinic, Inc., P.S., PSP; Reinhold R. Braun et ux; Robert M. Buck et ux; G. Richard Burwell et ux; R. A. Cassutt; F. Clifton Curl et ux; Peter Dove et ux; Verla L. Finke; Carol A. Gilligan; Helen B. C. and Donald A. Hogan; Catherine Logozo; Thomas J. McIntyre DDS Pen. Plan; Russell A. Patterson et ux; L. E. Samford et ux; Ray T. Smith et ux; Charles T. and Kance B. Stephens; Thomas B. Nichols and Jeannette M. Nichols; E. E. Sandburg Trust (Marilyn Cox, Trustee); Alden Fred Foxx $940,655.00 which shall of 22.5% per annum from May 15, 1986 : 86 -9- 07017 -1 : 84 -2- 07897 -9 Orly J. Sorrel Paul M. Williams Howard E. Bundy Kenneth L. Cornell Lee R. McNair Robert J. Adolph Stephen E. DeForest Melvin F. Buol The court has retained jurisdiction and supervision of this cause which includes authorizing and directing sale of the property following the issuance of a Sheriff's deed and the disbursement of funds from said sale. Upon receipt of order of this court authorizing sale to prnposed insured, this paragraph will be eliminated. - continued - bear interest at rate date hereof b4E]` �i' r�;`[ uu; Lw ;n'it�_Y3+:S :.ek.'::a;.�Ce . SECOND COMMI SCHEDULE B (continued): SELLER: PURCHASER: NOTE 2: Assessed Valuation: cc: cc: Paul Williams, Attorney 143 - 5th AVenue N Edmonds, WA 98020 Page 7 LB /kg ENCLOSURES: Sketch Paragraphs 1 through 17 Pacific West Escrow 19201 - 108th Avenue S.E. Renton, WA 98055 Attn: Karen >•: i. 4: av4ir ;W ^+Yn.'S+:.3%I�+CK.M1 wrxNan+ w+.+ wwmr'. dbt+ a kt. inT ..»;- �`J:fzsNaxtzrx.¢+.+3t::aJ ra:N.ru w+nt�w 8. Earnest Money Receipt and Agreement dated august 27, 1986 and order directing sale filed October 14, 1986 in King County. Superior Court Cause No. 84 -2- 07897 -9: Land $148,100.00 Improvements (Covers Parcel B) Land $ 56,300.00 Improvements - -- (Covers Parcel A) END OF EXCEPTIONS OMB IMO MP Order No. 793965 Theresa Swanson, Special Commissioner The Colorado Corporation, a Colorado corporation NOTE 1: We find no corporation under the name of Colorado Corporation on the list of active corporations in the office of the Secretary of State. If it is an unincorporated association, title to real property so acquired cannot be insured. The forthcoming deed or contract must run to a legal entity. •. `�z:M1v ail'« a;'` e'z�';T'm.;i:i�wik��•aL{"�F ?"Ck F orm No. W- AK•SSS (Previous Form ).•t. BOR) This r.;sshn:xr�..ncvuyca:.�a.:�e sa�uxrahs�v. rrr.., xz�. cr�cwic^ w•: �>: e�.; ��. t, S5 :ct2�33r�f.'.�+!'rlrt�f&'�%7r .k..�%Y;9'�:�. s •••••■ r' ' • M 7 • • • .. ,. MIS Mt 01• 1 , . r '..I .•• • CO ,... 41 .T• •. ,/I ` f • 0 Parc,' i.ri + f ,, r .,, t L • r s ....V►S•' z1 • ? TU SP III .20•SS- 0107020714 � • : A „•. • ' • - • .1; 19 � T u Y • M •. i. ii /nrw _... w • I .. •' : .' 166 H -.. 1 27 ` w. ♦ . •- . v or II Es a,/ kit • [ W .� >1. _. -7,.i. • I. 2 • il S ORDER NO. 292 ! '5 ESCROW NO. LOAN NO. MORTGAGOR PLAT MAP Vol PG • 7 map does not purport to show all highways, roads or easements affecting ,.,. nn liability is assumed for variations in dimensions and location. 1. F %�ti3! ^S.S�i:LS.u4:at;ks�' :.++rm�sa.•w•ro * -..: � +e�w, ..::. .nw.r,.+.. <.<.w. Pacific West Escrow 19201 -108th Southeast Renton, Washington Attention: Karen Effective Date: July 10, 1987. . at 8:00 Policy or Policies to be ALTA Owner's Policy Form B (Amended .10- 17 -70) Standard (X) Extended ( ) Proposed Insured: . <:... • cwe+. ra: ns_ t' rv� n, �. ivx ta0a:a,,b'tai'^te+M- rti*_tds;r„^- sY•::79 Y T,;,.YY:fizit",7A,'f. ^.Y^?7i .1.«' totF.:5'! p' i2 9- Yf!b°.P5".;'tFPS4':7't.'±?" ? . STEWART TITLE CL:'ANY OF WASHINGTON, INC. 1000 Second Avenue. Suite 1300 Seattle. Washington 98104 Senior Title Officer, Chris Rieland Title Officer. Mary DeLong -Foley Unit No. 6 343 -1335 LSIIU `2 JUL 24. 19 87 `ITY OF TUK PLANNING t: SECOND REPORT A. L. T. A. COMMITMENT SCHEDULE A issued: 1970 a .m. I %PT. Amount Tax THB COLORADO CORPORATION, a Colorado corporation Customer Ref.: 8743 STW Order No.: 55960 PREMIUM $110,000.00 $500.00 $ 39.50 2. The estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: PATRICK E. MITCHELL. as his separate estate and The Heirs and Devisees of Ruby A. Mitchell. deceased, as their interests may appear of record 4. The land referred to in this commitment is situated in the county of King, state'of Washington. and described as follows: As on Schedule A, page 2, attached. ' tr `; ¢)k _ra*n ; }Y r'��, i lq�.;y,� n rw^ f its sdP.1, {"�y'f'ry . '.�{vjF;i y •' s:3vs !'' G. viCC�♦_rd','.S:�iPi"w:sgl�.�.wt `i]n^2�5.'.' A� +''.'E.Y`.`t ° .LiiGGJi t'llltii'Y..nv u. rat:, sumiscL: a: t» 1. t9�hrdtGall ts'ark.At'::..G'ta'?t�FF:TIr 0219!8' 'a'4'x::+�' g•iv ..:` ,i. F+^C{7nL. -.iS• .tt'5..;_. ,vr A.L.T.A COMMITNT SCHEDULE A Page 2 Order No. 55960 The land referred to in this commitment is situated in the county of King, state of Washington, and described as follows: Beginning at the west quarter corner of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington; thence along the west line of said section north 0 °14'13" west 1400 feet; thence south 89 °21'31" east 664 feet to the true point of beginning of this description; thence north 0 °14'13" west 200 feet; thence south 89 °21'31" east 636.35 feet to the west margin of road; thence along said margin south 0 °09'36" east 200 feet; thence leaving said margin north 89 °21'31" west 636.00 feet to the true place of beginning. (BEING KNOWN AS Tract 22. Block 2. McMicken Heights Division Number 1. according to the unrecorded plat thereof); (EXCEPT the east 125 feet and the west 160 feet thereof). END OF SCHEDULE A STEWART TITLE GUARANTY COMPANY A.L.T.A. CC`.9ITMENT Schedule B I. The following are the requirements to be complied with: Order No. 55960 A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. 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 for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. SPECIAL EXCEPTIONS: GRANTEE: . 4. DELINQUENT GENERAL TAXES: YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: .'? ,�4'+rRsk'.'.rdtr S,�G.; G': Y�(t}•`Y,9?1, t9? rN Y:.F,,i 7!,'yE!` �i'a14M:1`.' .. , .v ........... ... t: t: �v�Ti�� .r�ilt..r,t�i "«'_r..�`v:t i.•ry:r t�V.LrX i�;':1'..i. i ,� ...�.;a i- _:f ,,,..: 11.. f ' 'lr'_a :F.. .. ..n..... .:9i (continued) A.L.T.A COMMITMENT SCHEDULE B Page 2 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: October 1, 1965 RECORDING NUMBER: 5935485 TAX ACCOUNT NUMBER: 537920- 0204 -02 LEVY CODE: 2320 Order No. 55960 Val Vue Sewer District, King County. Washington, a municipal corporation PURPOSE: Constructing, installing. reconstructing. replacing. repairing. maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances AREA AFFECTED: West 10 feet and the south 10 feet of the east 343.08 feet of Lot 22, Block 2, McMicken Heights Division Number 1, according to the unrecorded plat thereof; EXCEPT the east 125 feet thereof; EXCEPT the east 20 feet of the west 170 feet; and EXCEPT the south 100 feet of the west 150 feet RECORDED: April 16. 1975 RECORDING NUMBER: 7504160568 2. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: City of Tukwila, a municipal corporation of the State of Washington 3. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of city of Tukwila. Present Rate of Real Estate Excise Tax as of the date herein is 1.590. 1987 $788.06 $394.03 $394.03 PLUS INTEREST : CITY OF TUKvdILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR PROCESSING. SECTION is GENERAL DATA TYPE OF APPLICATION: OBSIP QSHORT .SUBDIVISION SHORELINE PRD OPMUD BAR PLAT PERMIT INTERURBAN APPLICANT: NAME 0 CONDITIONAL UNCLASS. USE USE PROP. OWNER: NAME BELCREST REALTY INC. TELEPHONE (206 ) 872 -5522 ADDRESS 12431 Kingsgate Way N.E., Kirkland, WA ZIP 98033 PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) 54th Avenue South near Slade Way (Also known as a portion of Lots 19 and 20 of mcMicken Heights Division No. 1) 7 SECTION I1: PROJECT INFORMATION 4) DESCRIBE BRIEFLY THE PROJEC 5) ANTICIPATED PERIOD OF CONS I C ON: FROM Spring 1987 TO Summer 1987 6) WILL PROJECT BE DEVELOPED IN PHASES? OYES NO IF YES, DESCRIBE: development of approximatel 19 1 PROJECT STATISTICS: t s. A) ACREAGE OF PROJECT SITE: NET 5.50 GROSS 5.50 EASEMENTS N/A B) FLOORS OF CONSTRUCTION: TOTAL # FLOORS N /A INCLUDES: 0 BASEMENT O MEZZANINE TOTAL GROSS N/A INCLUDES: 0 BASEMENT Q MEZZANINE FLOOR AREA C) SITE UTILIZATION: EXISTING PROPOSED NOTES R9.6/R12.5 Same ZONING DESIGNATION COMP. PLAN DESIGNATION BUILDING FOOTPRINT AREA N/A LANDSCAPE AREA N/A PAVING AREA N/A TOTAL PARKING STALLS: - STANDARD SIZE N/A — COMPACT SIZE N/A - HANDICAPPED SIZE N/A TOTAL LOADING SPACES N/A AVER. SLOPE OF PARKING AREA N/A Residential Same AVER. SLOPE OF SITE 15 -20% The project involves a single - family ❑ ❑ ❑ ❑ ❑ ❑ 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? 0 YES ® NO SECTION 1I1: APPLICANT'S AFFIDAVIT CONTRACT pURCt ER OR OWNER OF THE SUBSCR I BED AI+iD SWORN BEFORE ME THIS 0 DAY OF NOTARY P U B L 3 1 ^ - I N AND FOR THE STATE 0 RESIDING AT — t.V-41. THE COLORADO CORPORATION 0 VARIANCE Control # File #(s) Fee(s) $ d j Ott Receipt # D CHG. OF COMP PLAN ZONING AMENDMENT TELEPHONE ( 206) 872 -5522 ADDRESS 6625 S. 190th, #102, Kent, WA ZIP 98032 EB ING DULY SWORN, DECLARE THAT I AM THE ERN INVOLVED IN THIS APPLICATION AND THAT THE FORE- GOING STATErAElMTS ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. DATE /gyir / O f`' X (SIGNATUREOF ;CONTRACT !PURCHAS ) , I9 (Q WASHINGTON 5 DEC 3 11986 CITY ur 1 0iwwiLA PLANNING DEPT. • SECTION is GENERAL DATA THIS PROP. OWNER: - CITY OF TUKWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM , 4 r. PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR. PROCESSING. TYPE OF APPLICATION: O SS1P QSHORT 'SUBDIVISION 08H2RELINE 'o �PMUO BAR PLAT PERMIT INTERURBAN 0 CONDITIONAL UNCLASS. USE USE APPLICANT NAME TUB COLORADO CORPORATION TELEPHONE ( 206 ) 872 -5522 ADDRESS 6625 S. 190th, #102, Kent, WA ZIP 98032 TELEPHONE (206 ) 872 -5522 ADDRESS 12431 Kingsgate Way N.E., Kirkland, WA ZIP 98033 NAME BELCREST REALTY INC. PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) 54th Avenue South near Slade Way (Also known as a portion of Lots 19 and 20 of mcMicken Heights Division No. 1) SECTION II: PROJECT INFORMATION 4). DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE development of approximately 19 lots. 5) ANTICIPATED PERIOD OF CONSTRUCTION: FROM Spring 1987 TO Summer 1987 6) WILL PROJECT BE DEVELOPED IN PHASES? DYES NO IF YES, DESCRIBE: 7 ) PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: NET 5.50 GROSS 5.50 EASEMENTS N/A TOTAL if FLOORS N / A INCLUDES: 0 BASEMENT 0 MEZZANINE TOTAL GROSS N/A INCLUDES: O BASEMENT 0 MEZZANINE FLOOR AREA B) 'FLOORS OF CONSTRUCTION: SITE UTILIZATION: ZONING DESIGNATION R9.6/R12.5 Same COMP. PLAN DESIGNATION Residential Same BUILDING FOOTPRINT AREA N/A ❑ LANDSCAPE AREA N/A ❑ PAVING AREA N/A ❑ TOTAL PARKING STALLS: - STANDARD SIZE N/A - COMPACT SIZE N/A - HANDICAPPED SIZE N/A TOTAL LOADING SPACES N/A AVER. SLOPE OF PARKING AREA N/A AVER. SLOPE OF SITE 15 -20% The project involves a single - family EXISTING PROPOSED NOTES 0 0 0 8) IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? OYES. ® NO SECTION 1 1 L - APPL I CATIT- S AFFIDAVIT " • µ� J E 1NG DU MORPI LY S , CL DEARE THAT 1 AM THE CONTRACT P UR HAZE'.CIR OWNER OF THEVPROPERTY INVOLVED IN THIS APPLICATION AND THAT THE FORE- GOING STATEfM'•ITTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. DATE /// / r , / (SIGNATURE OF CONTRACT PURCHASER,QR OWNER) SUBSCRIBED AND SWORN BEFORE Mk k DAY OF I N L a < NOTARY PUE141 ^ . I N AND FOR THE STATE O WASHINGTON 0 VARIANCE Control # File #(s) Fee(s) $ Receipt .# D CHG. OF COMP PLAN ZONING 6JAMENDMENT PSULA Form No. 34 . Copyright© 1986 Rey. 2/86 " : Puget .;— Sound Multiple Listing Association ALL RIGHTS RESERVED ADDENDUM /AMENDMENT TO PURCHASE AND SALE AGREEMENT The following is a part of the Purchase and Sale Agreement dated April 2, , 19 Patrick Mi tdhell between ( "Seller ") and Colorado Corporation IT IS AGREED BETWEEN THE SELLER AND BUYER AS FOLLOWS: Patrick Mitchell agrees to sell f• / acres on 16227 54th Ave. So. Seattle, • Mc:►; 4idsen Heights Div. No. 1, Tukwila. Legal attached, for Under the following tenons and conditions: 1. der shall pay dawn the stop of twenty thceuand dollars of which the earnest honey shall be onnsidered a part. 2. Me balance of ) _, (T ) shall be paid with a pnxnissaxy note.Said not shall 1 beseec ref with a First Deed of Trust, Said rote shall provide for annual installments of 1 per cent ( %) annum, computed on the diminishing principal balaoc e.Intere. t shall be due one year fran date of closing. 3. Pwrdoser reserves the right to pay the J entire remaining ng balance of the oontract/not at anytime without pe aient penalty. t 1 4.' The entire unpaid balance peus any earned interest :hall be paid on at before two years from date of closing. 5. Purchaser and or his nominee ray plat, subdivide, rezone and develop any or all d6 s • act 6.Seller hereby understands arxldagreea that Purchaser and/or his nominee may plat, sUbdiivi& , rezone, and flop any or all portions of the propor oonli ai ed in this contract provided Purser . ardeor their nominee do so at their sole expense. Seller further apses to join with Purdhaser in signing the dedication of any plat or plats that Purchase r may elect y to subdivide and will also join the Purchaser in any actic i as nay be necessary to effect said plats such as the signing of all application documents, easeMInts, dedication of roads, aaluisiti n of utilities, requests for zoning, etc,, at no esopense to Seller and the Purghaser agrees s to indemnify and hold harmless thee , frau any liens that may be asserted against the property because alb any action or work done by tha pure seer. .f 7_.....Ttd i s,,eares ly-liti jec tot rohaeer..oui leting at his sole", exp nse a- •ftsibility the subject S - feasibility. rehal.l..be.carrple0ed within 64- days.• from 'da 1 iS seil, ' 1.0 C /off Z ime / lc li 8 . 7 �(-`1 Y1/ ALL,OTHER TERMS AND CONDITIONS of said Agreement remain unc nQed. Buyer !. ) ' ) .Date 19 Seller j / Date 19 ` Buygr D a t e Seller Date 19 Agent (Office)• . etierAri / c.c' •l,„..; 4( M or rime at purchasers option, including accrued interest at ten By ( "Buyer "). the • PS u M Forf71 No. 25 • , .. '! •:''Jrw orti ;';, ,: :.. ;•..VACANT LAND PURCHASE AND SALE AGREEMENT' THIS IS A LEGALLY BINDING CONTRACT. READ BOTH FRONT AND BACK CAREFULLY BEFORE SIGNING ' " "! •t ` !r l: +t +o' l..• 'r:.::' _Copyright ® Listing,ASsociation ALL 'RIGHTS RESERV ;; : r;r.! rl s :: April. 2, • The'Buyer .:.:Thi , 9493: . id0 C0xpOratioa1' an4. Aaeignis3 .. 1 •• .. and Seller aOreeti to Sell; n the following terms,' the property known`as/at/near 16227 54t ,, Ave • City of County, Washington, legally described t as attached ❑ I1 :. . . •. t' i. ' mil ! it: n'. .!1 f Irt :.i i:' l•1 jr 88 f0110W8' (Buyer,gnd:Seller agent.o• closing agent to insert or correct, fiqver their signatu legal ,description of the aboye property.) 1, PURCHASE PRICE.' The purchase price is ' 6')1_E .••. 4 ! 2: METfr(OD OF NAYMENT:1;1 ±' 19 Office Ph' Office Ph• PSMLA No 15. COUNTEROFFER, . If Seller has made a counteroffer hereon or attached hereto, Buyer shall have until 9:00 p.m. on 19 (it net'Iilled:In ;ithp :second day following the date the counteroffer is made) to accept the counteroffer, unless sooner withdrawn. Acceptance shall not be effective until a signed copy hereof is actually receiv,d by or at the office of the selling agent. If the counteroffer is not so accepted, it shall lapse and the earnest money shall be refunded to Bpyer. . , 16. BUYER'S RECEIPT. Buyer acknowledges receipt of a Seller signed copy of this Agreement, on . 19 BUYER APPLICATION DATE FILE NUMBER PROJECT NAME I ADDRESS I APPLICANT FILE CROSS REFERENCE j ACTION 2/23/87 87 -1 -APP _ DANIEL BOONE PAINTS GRAVENDER - HOME OCCUPATION PERMIT 103 NELSEN PLACE 5632 S. 149TH ST. BRAD COLLINS DANIEL BOONE PAINTS RICHARD GRAVENDER 3/87 87 -2 -APP 6/5/87 87 -3 -APP WHITNEY - HOBBY 14110 - 55TH AVENUE S. VIRGINIA AND MAURICE WHITNEY / APPEAL 1987 Poi( 4-1 190E DATE: TO: FROM: RE: City of Tukwila OFFICE OF THE CITY ATTORNEY 2001 6th Ave., Suite 2300 Seattle, Wa. 98121 1 March 5, 1987 Chairman Nesheim and Members of the Board of Adjustment James E. Haney, Office of the City Attorney Appeal Petition of Planning Department Interpretation of Daniel Boone Paints Storage Building Restoration At Jack Pace's request, I have reviewed the February 29, 1987 appeal of Daniel Boone Paints from a Planning Department interpretation. In the appeal letter, Mr. Bradley J. Collins raises two arguments in support of the appeal: first, Mr. Collins asserts that TMC 18.70.070 authorizes restoration of this structure on the existing foundation. Second, Mr. Collins asserts that the owner can be granted an extension of the 24 -month time limit of 18.70.050(4) after that time limit has expired. I disagree with Mr. Collins on both of these points. Section 18.70.070 of the Tukwila Municipal Code authorizes "the strengthening or restoring to a safe condition of any nonconforming building or part thereof declared to be unsafe by order of any city official charged with protecting the public safety." Mr. Collins would have the Board interpret this section to allow Daniel Boone Paints to build an entirely new building on top of the existing foundation. Clearly this was not what the Section 18.70.070 contemplated. Section 18.70.070 authorizes only what it says, "the strengthening or restoring to a safe condition" of the nonconforming building. Since there is no unsafe condition on the site at the present time, Section 18.70.070 does not apply. While Daniel Boone Paints could have possibly done some repair work on the building in 1983 when it collapsed, the only repair work that could have been done would have been to make the building safe. Since that was not done, and since the unsafe condition no longer exists, Daniel Boone Paints may not avail itself of Section 18.70.070 at this time. With respect to Mr. Collins' other argument, that Daniel Boone Paints should be allowed to request an extension of the 24- month time limit set forth in Section 18.70.050(4), I agree with Mr. Collins that the City Council, not the staff, must decide the merits of this request, but I disagree with Mr. Collins that the request is timely. Under Mr. Collins' interpretation, the 24- month time period set forth in Section 18.70.050(4) would be meaningless because the City Council could grant extensions or waive the requirements any time it so chose. In my opinion, this 'a JEH /ko cc: Jack Pace Rick Beeler Brad Collins 0042.150.006 is not a reasonable construction of the section. The logical construction of Section 18.70.050(4) is that the request for extension must be made within the 24 -month time period since, once the 24 -month period has expired, there is no time to extend. For the reasons stated above, my legal opinion is that the Code interpretation urged by Mr. Collins is not proper and that the appeal should be denied. City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 NMI CITY OF TUKWILA BOARD OF ADJUSTMENT MARCH 5, 1987 The meeting was called to order at 7:00 pm by Chairman Nesheim. Members present were: Mrs. Regel, Mr. Nesheim, Mr. Goe, Mrs. Hernandez and Mrs. Altmayer. Representing staff were Jack Pace, Joanne Johnson, Planning; Doug Gibbs, Fire; and Jim Haney, City Attorney. APPROVAL OF MINUTES MR. GOE MOVED AND MRS. REGAL SECONDED A MOTION TO MINUTES OF THE FEBRUARY 5, 1987 MEETING AS PRESENTED. MR. GOE AMENDED THE MOTION AND MRS. REGAL SECONDED TO MINUTES OF THE FEBRUARY 5, 1987 MEETING AS TAPED. Mrs. Altmayer requested that a statement be included for the record that only procedural matters were discussed in the executive session of the February 5 meeting. She requested that the February 5 minutes be amended to reflect this statement of record. The Board concurred. THE MOTION WAS UNANIMOUSLY APPROVED. 87 -1 -APP Daniel Boone Paints - Request to appeal a decision of the Planning Director. Mr. Nesheim called a 10- minute recess for the Board to review new information presented by James Haney, City Attorney on the request. The meeting was reconvened at 7:20 p.m. Mr. Brad Collins, 411 -1st Avenue South, Suite 660, Seattle, 98104, represented Daniel Boone Paints. He reviewed the request. Mr. Doug Gibbs, Fire Marshal, outlined his involvement with the city and the sequence of events leading up to"the request by the applicant. Jack Pace, staff representative, commented on the application, supporting the decision by the Planning Director. Discussion ensued on the application. 17- ACCEPT THE ACCEPT THE Board of Adjustment March 5, 1987 Page 2 Mr. Bill Boone, 15701 Nelson Place South, Tukwila, responded to questions relative to the request. Mr. Haney added his comments in support of the decision by the Planning Director. A 10- minute recess was called and the meeting was subsequently reconvened at 9:00 p.m. MRS. ALTMAYER MOVED AND MR. GOE SECONDED A MOTION TO GRANT THE APPEAL FROM THE DECISION OF THE PLANNING DIRECTOR, BASED ON THE FACT THAT THE BUILDING, OR THE PREMISES, (SINGLY OR IN COMBINA- TION) HAVE NOT MET THE CODE'S DEFINITION OF ABANDONMENT, AND THE FACT THAT IT IS UNREASONABLE FOR THE APPLICANT BE ALLOWED TO RESTORE THE BUILDING TO A SAFE CONDITION ONLY IF THE BUILDING REMAINED IN THE ORIGINAL, UNSAFE CONDITION. The motion was subsequently withdrawn. MRS. HERNANDEZ MOVED AND MR. GOE SECONDED A MOTION THAT THE APPEAL BE DENIED WITH THE RECOMMENDATION THAT THE APPELLANT TAKE HIS REQUEST FOR AN EXTENSION OF THE 24 -MONTH PERIOD TO THE CITY COUNCIL. THE MOTION FAILED WITH NESHEIM AND HERNANDEZ VOTING YES; AND REGAL, GOE AND ALTMAYER VOTING NO. MRS. ALTMAYER MOVED AND MR. GOE SECONDED A MOTION TO GRANT THE APPEAL, BASED ON THE FACT THAT THE PROPERTY HAS NOT BEEN ABANDONED, THEREFORE THE 24 -MONTH PERIOD IS NOT A FACTOR AS THE 24 -MONTH PERIOD DEALS WITH ABANDONMENT OF PROPERTY (TMC 18.70.050(4); BASED ON TESTIMONY ABOUT THE REPLACEMENT VALUE NOT BEING 50% OF THE TOTAL VALUE (TMC- 18.70.050 -(2); AND BASED ON WHAT COULD BE INTERPRETED AS THE BUILDING BEING A SAFETY HAZARD (TMC - 18.70.070). THE MOTION PASSED WITH ALTMAYER, REGAL AND GOE VOTING YES, AND HERNANDEZ AND NESHEIM VOTING NO. REPORT - JIM HANEY, CITY ATTORNEY Mr. Haney reviewed some updates in Land Use Law as information for the Board's review. ADJOURNMENT The meeting was adjourned at 10:20 pm. Respectfu4 submitted, Lanne Joh son, Secretary COLLINS & ASSOCIATES Suite 660, Merrill Place • 411 First Avenue South • Seattle, Washington 981 February 20, 1987 Mr. Curt Nesheim Chairman, Board of Adjustment City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Inter2retation Made [38 F L E3 2;. 1987 67} p; •f PLANNING DEPT. f-- :075 Re: Appeal petition of the Planning Department interpretation of Daniel Boone Paints storage building restoration. Dear Mr>/CIesheim : Daniel Boone Paints proposes to restore a storage building located on the south portion of their property at 103 Nelson Place. The storage building was first erected under Building Permit #1360 dated December 28, 1977. This building collapsed under the weight of a heavy snowfall in the winter of 1983. After review by the Tukwila Fire Marshall, the owner cooperatively removed the walls and roof of the structure for public safety reasons, leaving only the foundation and electrical system in place 10 feet from the south property line. This appeal petition is made per Tukwila Municipal Code (TMC) 18.90.010. Following a pre - application meeting on the re- erection of the storage building for Daniel Boone Paints, the City's Planning Department made the following interpretation of the proposal: Restoration of the building would be considered a new structure that must conform to the M -1 Zoning District setbacks of TMC 18.50.020 and 18.50.070. In making this interpretation, Senior Planner Jack Pace with the concurrence of Planning Director Rick Beeler and Building Official Duane Griffin relied upon TMC 18.70.050(2) and (4) to require the construction of a new building 12.5 feet, not 10.0 feet, from the south property line. It was deemed that the building was destroyed to an extent greater than 50% of its replacement cost and that the structure (what was left of it) was abandoned for twenty -four consecutive months. A request by the owner for an extension of time by the City Council would not be considered timely by the Planning Department. This interpretation was communicated to Daniel Boone Paints on February 18, 1987. Curt Nesheim Tukwila Board of Adjustment February 20, 1987 Page 2 Interpretation Sought Reasons for Board Support The interpretation which is sought by Daniel Boone Paints relies upon TMC 18.70.070. This section of the Tukwila Zoning Code states: "Nothing in this title shall be deemed to prevent the strengthening or restoring to a safe condition of any nonconforming building or part thereof declared to be unsafe by order of any city official charged with protecting the public safety." Since the building walls and roof were removed for public safety reasons upon the inspection of the Tukwila Fire Marshall, restoration of the walls and roof should be allowed and not subject to the limitations of TMC 18.70.050(2) or (4). Alternately, if to protect public safety the building was destroyed by more than 50% of its replacement cost and would have been allowed to be strengthened or restored within 24 months, the owner should at least be given the opportunity to request from the City Council an extension of time beyond the 24 consecutive months per TMC 18.70.050(4). There are two reasons for allowing restoration of any nonconforming structure. First, the economic value of the existing structure demonstrated by replacement cost and its necessary occupation should not be ignored. This would place an unfair financial hardship on a property owner even though the building conformed to the City requirements when it was built. Second, the Zoning Code requirements do not apply to the strengthening or restoration of building safety deemed necessary by a city official charged with protecting the public safety. This would defeat the essential purpose of the Zoning Code which is to promote health, safety, morals, and the general welfare of the community. While no determination has been made regarding the financial hardship placed on the property owner in this case, it is substantial and should not be ignored. Nonetheless, the Board should be able to support the petitioner's interpretation for building safety reasons. After the present owner purchased the property and before beginning business operations, the storage building in question failed due to a heavy snowfall in the winter of 1983. The Tukwila Fire Marshall inspected the building, and the owner agreed with the City to remove the walls above the foundation and the roof of the structure for public safety reasons. The storage of materials has continued on the south portion of the subject property. Curt Nesheim Tukwila Board of Adjustment February 20, 1987 Page 3 Findings: Summary Findings and Conclusions If the question of Board support is not focused on building safety but on the timeliness of restoration, TMC 18.70.050(4) does not stipulate when the request for an extension can be made to the City Council. It would appear that the City Council, not the staff, should decide such an extension on the merits which include the timeliness of the request. By way of explanation for the longer than 24 month interim before restoration, the City did not explain the requirements to the owner. The owner thought he should wait, because of the controversy Daniel Boone Paints had in obtaining a business license to operate as a nonconforming use at this location. Consequently, the owner tried to become a good corporate citizen before seeking to restore the storage building, which could have been the cause for more controversy. Finally, the restoration of the storage building on the existing foundation, which is 10 feet from the property line along S. 158th, should not pose a hardship on the neighboring properties. To the contrary, the Goodman Building on the same block is as close or closer to S. 158th,.and few other buildings front on S. 158th. The restoration on the existing foundation will save the existing landscaping along S. 158th and facilitate the grade difference resulting from the City improvement of S. 158th. 1. Storage building was erected under Building Permit #1360 dated December 28, 1977. 2. The building collapsed under the weight of a heavy snowfall during the winter of 1982 -83. 3. The Tukwila Fire Marshall inspected the building failure, and the owner agreed with the City to remove the walls above the foundation and the roof of the structure for public safety reasons. 4. The storage of materials has continued on the south portion of the subject property. • .G_l..:. Pali:. rxw. m....< rxw<. s...+.. ...,....s<w...:wu<>w...,..,.... ....._.., ,.....,, ..,... w.... u.svoor.thvavrvioc .:m, navNt T RtmArm msgr. ittt - aki:21'XeIL V. fi.7 :VVICI a 7.it Curt Nesheim Tukwila Board of Adjustment February 20, 1987 Page 4 Conclusions: C 1. The storage building is a nonconforming structure per TMC 18.70. The Tukwila Fire Marshall found the building unsafe, and the restoration of the building is made necessary for building safety reasons. 3. TMC 18.70.070 allows the building to be restored on its existing foundation. 4. TMC 18.70.050(4) allows the owner to request from the City Council additional time to complete abatement of the building. On behalf of Daniel Boone Paints, Bradley . 1 Y ollins cc: Dick Goe Anne Altmayer Mrs. Hegel Joan Hernandez Mayor Gary Van Dusen Tukwila Planning Department Tukwila Fire Department oe 41 CM: r-4 LEGAL DESCRIPTION A tract of land in the Northwest quarter of Section 26, Township 23 North, Range 4 East of the Willamette Meridian, King County, Washington, described as follows: (The basis of bearing used in this description is North 01' 03' 56" East along the West line of said Northwest quarter per KCAS): COMMENCING at the Southwest corner of said Northwest quarter; THENCE North 01' 03' 56" East; 890.92 feet along the West line of said Northwest quarter; THENCE South 88' 03' 22" East, 664.00 feet to the Southwest corner of the North 109.08 feet of Lot 19 of the unrecorded plat of McMicken Heights and the TRUE POINT OF BEGINNING of the tract herein described; THENCE North 01' 03' 56" East, 309.08 feet to the Northwest corner of Lot 20 of said McMicken Heights and a point that is North 01' 03' 56" East, 1,200.00 feet and South 88' 03' 22" East, 664.00 feet from the Southwest corner of said Northwest quarter; THENCE South 88 03' 22" East, 220.00 feet to the Southwest corner of Lot 2 of Tukwila Short Plat No. 81- 20 -M recorded under King County Auditor's File. No. 8107020714; THENCE North 01 03' 56" East, 200.00 feet to the Northwest corner of said Lot 2; THENCE North 88 03' 22" West, 59.98 feet to a point that is North 01 03' 56" East, 1,400.00 feet and South 88 03' 22" East, 664.00 feet and South 88' 03' 22" East, 160.02 feet from the Southwest corner of said Northwest quarter, said point being the Southwest corner of that certain tract of land described in deed to John D. Mitchell and Patrick Eugene Mitchell recorded under Auditor's File No. 741120445 in the records of King County; THENCE North 01 03' 56" East, 200.00 feet to the Northwest corner of said Mitchell tract; THENCE South 88 03' 22" East, 351.33 feet to the Northeast corner of said Mitchell tract; THENCE South 01 08' 33" West, 200.00 feet parallel with 54th Avenue South to the North line of Lot 1 of said short plat; THENCE North 88 03' 22" West, 64.99 feet to the Northwest corner of said Lot 1; THENCE South 01' 08' 33" West, 100.00 feet to the Southwest corner of said Lot 1; THENCE South 88' 03' 22" East, 190.00 feet to the Southeast corner of said Lot 1 and the West line of said 54th Avenue South; THENCE South 01' 08' 33" West, 99.98 feet along said West line; THENCE South 25 03' 09" West, 336.02 feet along said West line to the Easterly extension of the South line of the North 109.08 feet of said Lot 19; THENCE North 88 03' 22" West, 499.21 feet to the POINT OF BEGINNING. EASEMENT PROVISIONS An easement is hereby reserved for and granted to PUGET SOUND POWER and LIGHT COMPANY, PACIFIC NORTHWEST BELL TELEPHONE COMPANY, WASHINGTON NATURAL GAS COMPANY, CABLE TV, CITY OF TUKWILA, and WATER DISTRICT NO. 75 (water, storm drainage, and sanitary sewerage) and their respective successors and assigns, under and upon the exteriorl0'feet parallel with and adjoining the street frontage of all lots and tracts in which to install, lay, construct, renew, operate and maintain underground conduits, cables, pipe, and wires with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, and utility service, together with the right to enter upon the lots at all times for the purposes herein stated. Also, each lot shall be subject to an easement 2.5 feet in width, parallel with and adjacent to all interior lot lines for purposes of utilities and drainage. EXCEPT no easement is granted or reserved in the existing and private 10 -foot storm sewer easement recorded under AFN 5094325 and 5122535. No lines or wires for the transmission of electric current or for telephone use, CATV, fire or police signals, or for other purposes, shall be placed or permitted to be placed upon any lot outside the buildings thereon unless the same shall be underground or in conduit attached to the building. TRACT "A" Lots 13 and 15 shall each have an undivided one -half interest in Tract "A" and, by the recording of this plat, grant, each to the other, an easement for access purposes. Subject to water line easement shown on this plat. Lot 16 may also be required to use Tract "A" for access, in which event each of the owners of Lots 13, 15 and 16 shall have an undivided one -third (1/3) interest in Tract "A" and shall grant, each to the other, an easement for access. OFFICE OF FINANCE 0€ 6Z ee LZ 9Z SZ 7Z £Z' ZZ lZ I I I I I I 1 1--- -1 SILV VIE W N.W. 1/4 SEC. 26, TWO. 23 N., RGE. 4 E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON RESTRICTIONS No lot or portion of a lot in this plat shall be divided and sold or resold or ownership changed or transferred whereby the ownership of any portion of this . plat shall be less than the area required for the use district in which located. Examined and approved this 1. Building permits must be accompanied by an opinion letter provided by qualified PLANNING COMMISSION geotechnical engineer prior to issuance. 2. Any construction on individual lots shall be Ch,irman in conformance with soils report recommendations indicated in GEO Engineers soils report dated March 30, 1987, per epic file 354 -86. 3. Rockery installation shall be supervised and signed off by a soils engineer. 4. Fences 2 1/2 feet in height or greater shall be set back 15 feet from front property line. 5. Development in the plat of Silverview is subject to Covenants, Conditions and Restrictions as set forth by document recorded in records of King County under A.F. No. 8708181122 and as may be amended. 6. The responsibility for maintenance of Tract "A" shall be by the owners of lots having access thereto as per the easement provisions of this plat. Said responsibility shall be pro -rated on a proportional basis to the number of lot owners having such access thereto. 7. The owner of Lot 14 also has the right of access over Tract "A ", provided however, that Tract "A" shall not be used as the driveway access into Lot 14, said lot being required to have access directly to 53rd Place South. 8. The drainage easements and utility easements shown and dedicated as part of the recording of this plat are intended to relate directly to the lot lines as shown hereon. In the event of a lot line adjustment in the future, or if any lots are combined causing the removal of any lot lines, then the easement provisions contained within this plat dedica- tion and as may be shown on the face of the final plat map shall be relocated and /or removed through the lot line adjustment procedure without requiring the approval of all of the owners of all of the lots in this plat. Only the approval of the lots directly 'encumbered and affected by said easements shall be required to approve said relocation. This provision shall in no way allow for the removal or modification of easements for utilities where such easements are necessary to serve other lots within or adjacent to this development as shown on this plat map. FINANCE DIRECTOR'S CERTIFICATION alleys, or for other public use, are paid in full. This 411- Q'Xdlir2 , 19. R7 . Director, King County f of Finance Deputy APPROVALS Examined and approved this S day of PUB C WORKS r PART NT Direc day Examined and approved this PLANNIN TMENT ctor I certify that there are no delinquent special assessments and all special assessments on the property herein contained dedicated as streets or for other public use are paid in full. This 2 day of Oc,4obeR , 1987. Examined and approved this 5. day of Oat , 1987. King County Assessor 8 L. 9 S 7 1 1 Examined and approve.' this DEPARTMENT OF ASSESSMENTS day of Qa , 1987. day o I hereby certify that all property taxes are paid and that a deposit has ,■■�N N%N %% been made in sufficient amount to pay the taxes for the following year. OFFIC There are no delinquent special assessments certified to this office for J � OFF1 "� ttt collection and that all special assessments certified to this office for S.• ', collection on any of the property herein contained, dedicated as streets U i � 9 � 11/ * ��'••. SEA }� • .•' •• � �1t►�w�SHIN ... - Barghausen Consulting Engineers Inc. Land Plonning,Survey & Engineering Specialists 6625 So. 19011.1 St. Suit 102 Kent, Wosh.9e032 (206) 672 -5e22 � " fi >ir` writ 3 s ; t II�II111111111111111111111111111II�II111II�III�II1�1�1�1�111II�II111I111 IIIJIIIII IJI I1I - 1 1. 1 - 1 -1 - 111111 111414. III- U11IJ11i14I. 11111111111111111111111111111111111111111111111111111II le THe INCH 1 2 3 4...__ _ . . . . , . 5_.. _ -6- _ _ _ .. . 7 8 9 10 11 MmcINee1M"4Y 12 IF TH IS MICROFILMED DOCUMENT.IS LESS CLEAR THAN THIS,NOTICE, IT IS DUE TO 1' THE UALITY'OF THE ORIGINAL DOCUMENT E Z 1 . R. o„-v.41-02Rk Finance Director, City of Tukwila Attest: ���•_e^ Cir Clerk day of OS. , 1987. D t y King ounty As sessor 1987. , 1987. SHEET I0F3 138/81 JOB NO.2262 E1r /10/13 RECD F REV S CF{SHSL 1t 120 +1) Ca 1 i 'rr 1 SILVERVIEW � . N.W. 1/4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M. x CITY OF TUKWIL..A, KING COUNTY, WASHINGTON 1 DEDICATION KNOW ALL MEN BY THESE PRESENTS that . we the undersigned owners In. fee. simple. 'of. the land hereby. platted hereby declare and dedicate and convey to the City of Tukwila for the use at the. pubic forever all streets, avenues, storm drainage and sanitary sewer systems: located in eosements • and right Of. .way. shown hereon and the use thereof for all public purposes not inconsistent with the use. thereof. for public roadway and utility purposes Also the right to make all necessary slopes for .::uts and fills . upon. the. lots . shown an • this plat in the original reasonable grading of the streets and avenues shown thereon. This dedication. of the. proposed public roadways . and utilities is subject to their completion by the developer and the acceptance. and approval by the Public Works Director that they have been completed to City Standards.. IN WITNESS WHEREOF we have set our hands and seals. DIVISIONS OF RECORDS AND ELECTIONS JA;; His aU'a z and ' ursell, P.L.S. 23856 ident T.H.B. Colorado Corporation LAND SURVEYOR'S CERTIFICATION Patrick E. Mitchell individually and as the personal representative of the estate of Ruby A. Mitchell, deceased Terry S enson, also known as Teresa wenson, Special Commissioner in Curl et al vs. Bel Crest Realty et al. RECORDING CERTIFICATE 17/0/3/ 2 0 Filed for Record at the request of the City of Tukwila this /3 r day of Pe.7 , 1987 , at . 24 minutes past _a_ P.a. and recorded in Volume /3A of Plat at page AL thru A $ , records of King County, Washington. JANE HAGUE Manager Superintendent of Records I hereby certify that this plat of Silverview is based upon actual survey , and subdivision of Section 26, Township 23 North, Range 4 East, W.M., that the courses and distances are shown correctly thereon; that the monuments will be set and the lot and block corners staked correctly on the ground and that I have ply omplied with the provisions of the platting regulations.) ✓t/6 / 7 DATE 1 1 111111 1 1111111 1 11111 11 1 ' 1111111111111111111 1 11 - 11111111 1 1 111111 1 I ICI i ACKNOWLEDGMENTS e STATE OF ) as. COUNTY OF ) of I certify that I know or have satisfactory evidence that instrument. THB Colorado Corporation ofa, .I-I_1_I1.Ili.I 1 1 1 1 111111 I I I IJ I I I 11111 Iii .1 J1I 1 111 111111111 111 111111 1 111 111111111 0 teTH5INCH 1 2 3 — 4. . -- S_._. . ._... _ . - 71-;.;;.-1.-----0-. 9 10 • 11 IMDEINOENu v 12 IF THIS MICROFILMED. DOCUMENT IS LESS 4 CLEAR THAN THIS; NOTICE, IT IS -DUE TO III O� e ee az e s 47Z e zlz Lz_,,' 'THE ° UAI:ITY OF; THE i 8 .. s ... i e . z i WW 0 Date Title Signature of Notary Public Signature of ,.- Notary Public Title signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. /Z.0 QQAL, /7F7 Signature of Notary Public My appointment expires • STATE OF. Washinatan ) . `,�;: ' �• ) ss. COUNTY OF King' ) . I certify thaO know or have satisfactory evidence that Thomas A.Barghausen signed this instrument, on oath stated that (he /she) was authorized to execute the instrument and acknowledged it as the President Date 7 - 87 STATE OF ✓ Q:. 1 ,. ) 1 ) ss. COUNTY OF/A-71 , ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that (he /she) was execute the instrument and acknowledged it as the Date Barghauswn Consulting Engineers Inc. Lad Plonninp,Survey & Engineering Specialists 4623 80.190t1 St. Suit 102 Kent, Nbsh.98032 (206) 472-5522 SHEET 2 OF 3 to be the free and voluntary act of such part for the uses and purposes mentioned in the to be the free and volunta act �f such part for the uses and purposes mentioned in the instrum 188X82 • My appointment expires • ` ue." JOB NO. 2262 NO. 1,645,577.04 DELTA 1, 645, 714.54 RADIUS CHORD BEARING D = 169, 544.27 CIIORD 1. 61 28' 26" 45.00' S 31' 48' 09" W 46.00' 2. 26' 23' 16" 45.00' S 75' 44' 43" W 20.54' 3. . 61' 28' 26" 45.00' S 29' 40' 17" E 46.00' 4. 26 23' 16" 45.00' S 73 36' 07" E 20.54' 5. 44' 24' 55" 25.00' S 76 25' 27" W 18.90' 6. 09' 42' 07" 45.00' N 86 13' 10" W 7.61' 7. 46' 41' 07" 45.00' N 69' 51' 41" E 35.66' 8. 36 43' 04" 45.00' N 28 09' 36" E 28.35' 9. 44 24' 55" 25.00' N 32' 00' 31" E / ,----t8:90' 10. 29' 36' 17" 100.00' N 39' 24' 51" E 51.10' 11. 23' 32' 37" 100.00' N 12' 50' 23" E 40.80' 12. 69 16' 19" 25.00' N 88' 51' 08" E 28.42' 13. 40' 03' 33" 50.00' S 76' 32' 29" E 34.25' 14. 34 57" 51" 50.00' N 65' 56' 49" E 30.04' 15. 28 38' 52" 50.00' N 34' 08' 27" E 24.74' 16. 28 38' 52" 50.00' N 05 29' 35" E 24.74' 17. 28 38' 52" 50.00' N 23' 09' 17" W 24.74' 18. 90' 52' 42" 25.00' N 46' 30' 17" E 35.63' 19. 89' 07' 18" 25.00' N 43 29' 43" W 35.08' 20. 36' 07' 31" 50.00' N 55' 32' 28" W 31.01' 21. 74 40' 10" 25.00' N 36' 16' 09" W 30.32' 22. 53. 08' 54" 75.00' S 27' 38' 23" W 67.10' A = 169,405.69 1,645,577.04 B = 169, 504.80 1, 645, 714.54 C = 169, 526.78 1,645,78516 D = 169, 544.27 1,645,746.98 E = 169,584.05 1,645,756.05 F = 169,982.72 1,645,763.46 .. NOTE: ALL LOT CORNERS & LOT CURVE & ANGLE POINTS TO BE MARKED WITH 1/2" X 24 "IRON RODS W/ PLASTIC CAP MARKED "BCE PLS 23856" mW 0 0 N CO 0' CO 135.59' 19 N88•56' 04 "W 118.00' 135.59' LOT LINE 84.41' N88.56' 04 "W S88 °56' 04 "E 150.65' 150.65' 3 5' v ob ° �- -prt °g° 4 O•: �. M PRWA.ra SEWER ESM'T. EXISTSTORM \I Q (FN.5094325 '0' LOT LINE N88 28 "E 220.96' S88.03' 22 "E 115.00' (X-17 °. LOT LINE 5' 10' 74.00' Scale: 1 %50' 50' NW COR. SEC. 26 FND. 2 "BRASS IN CONC. 10'N. OF PVM'T. c) S88 ° 03'22 "E 664.00' W I/4 COR.SEC.26 FND. 4 "X 4 "C2NC. MON. W/ 1/4 BRASS IN CASE PLEASANT HIS. NO 2 63/71 FND.4 "x 4 "CONC. MON. W/ BRASS CAP. ROS. 26/118 168,385.91 1 ,644,734.01 W 1) O 0 O Z I50' 588 ° 05'34 "E 1994.88' INCAS' 588 ° 05'42 "E ) PLAT - 1991.64' WEST 10' a SOUTH IO'OF O EAST 343.08', VAL VUE ° SEWER DIST. 0 A.F.N.7504160568 160.02' 220.00' S88 °03'22 "E FN0.4 "X4 "GONG. - MON. W /LEAD a TACK IN CASE SILVERVIEW N.W. 1/4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M. �S -°41) CITY OF TUKWILA, KING COUNTY, WASHINGTON F,---- 4869 WAY AFN. --5 F 285 ---�, 38.00' W N88°03'22"W 90.00' N 88°03'22"W O 8. N W C f0 • 0 z !FT DEED TO PUBLIC AFN.5935485 S 88°03'22"E 1 267.57' • 351.33' 75. H94•16' 18 "E II o 120.00' 49921' ‘ ti $ 21 20 0'°0 o°D 0 00 �00 ° 17 -1' off' � . °. V � N88 03 "W 110' 85.28' S88•56' 04 "E 150.43' 5' 150.53' 19 22 N88•56' 04 "W 0 0 8 ES 11 "W 0 . M'l: , 62 ak RESTRICTIONS Each lot owner shall take specific note of the ■ Sllverview subdivision restrictions, No.'s I . through 4 shown on sheet I of this sheet i . Mginlpnance of traffic island at A shall be the responsibility of owners of Lots 7 B8 and for maintenance of traffic island at C shall be the responsibility of owners of Lots 16,17 318. Maintenance of landscaping between bock of curb 8, sidewalk shall be the responsibility of the adjacent owner on a projected' lot line basis. S88•56' 04 "E mo w; : rrt•.�.� Y 07 588 °03 22'E 190.00' 19.00' /�7�, � ';`'k • • '",• +'!R� , 50 , .w .' r r g. ri S89' 09' 48 "W M' 212.10' ESM'T. IA N • r N 18 24.00' Barghousen Consulting Engineers Inc. Land Planning,Survey a Engineering Specialists 6625 So. 190th St Suit 102 Kent, Wash.98032 (206) 872 -5522 10 L 9 S 9.71'. 0, 0; 0) • . CO if co' w • 1 4? �♦ b b u o0 c 0 0 ' ,'4 t : . f ., j :.4 � ., t . . t r.�, �t; {� . {�:; 1 f .. , ,i F.d t , t .i r .i:,,rr'.,�,� , ::r: s. - �a 4 . ,.h •r .vet' a u" -t•S ; 1 ri a . �t"fi`&t+ i 'ib_ : ; ,a i; "'i / } �"§ � � vrl �' ' „ f r .: ' ,,,, •_ j � "yR: 8kifii d S , a M� '. 1 1F'� e.. , Ir r, i. .... , ' ' `ls 1 !. ' nStsr c''' o f »�d �.r 's' w' li Yr -'a 'r'. �, . l:.. r ... 4 1111111III1I1111111III1II1111IIIIIIIIIIIIIIIIIIIrlilIliltilliiIIIIIIII III111 I I I I.LL11.1111111J�I111I11.111 1Ip1ull11111� 11,1111111111111111 lliiIIIIIIIIIIIIIIlIIIIIIIIIlllililjli 0 10THS INCH 1 2 3 4 5 ....... 6 ... 7 9 10 11 auoerNO€•,"N'e 12 IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS. NOTICE, IT IS DUE TO 0E 6 8 LZ 9 GE 1 7Z 6 -1 1- THE UALITY OF 'THE ORIGINAL DOCUMENT a 9 E z SHEET 3 OF 3 MON. COORDINATES ( BASED ON WEST 1/4 CORNER). 1314/83 CURVE DATA A LEGEND 10' WATERLINE EASEMENT 10' SANITARY SEWER EASEMENT 10' STORM DRAIN EASEMENT UTILITY EASEMENT (R) B 4 " RADIAL x4 "CONC.MO N. W /BRASS CAP 'TO BE SET IN CASE UPON COMPLETION OF STREET PAVING VICINITY MAP 1Y1 F V7- suB JOB NO. 2262 J N. 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PCL. 11 • ' L N.97. z 111111111111111 * 111111111111111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 111 1 11 P 1 1 111 .1 114 4 1.11111t 1 1111111111111111111111111111_11it111111111111111111111111111111111111111111111111111111111111111 3 •• 5 6_ 7 8_ 9 10 11 ..999•779^ 12 1.ESS) • 1CLEAR THAN THIS NOTICE, IT IS DUE TO1 • OE 7 . 9 tz 92 02 92 02, 22 12 1 0 THE QUALITY OF THE 4E ORIGINAL DOCUMENTII. o o o o 7 0 .•••• I llo k itt l i•91 1 1 4 1 0 9•1 1 11 4 9, 1 , 44R611141114144141510110■11111101 1 . 1 .1 1 14 1 ■ 11 illailil i , 11 0 1 4 iii11111 . 14 i 1 1 1i1 1 111 1 . 0 .111116.10.1.1.1111113.114111111141.6111116111.11,11.1.11141i1111......... N9 SSW .1C0 0 .1° I PCL. 3 e9. IS. NB ,..,Ctib I t <'' .1'1\ 4 3' '0' 0 41" 4 i c e° C O' 364. A l_9 r ‘"r-.11 ' • R R • t . 7 Pet..4 ' 7 . r . • t 1 1 /1/199140,/9" 1 L. 1 eo.o/ ) 1 , 3 • 1 „.---‘ ,4 - 1 .---o - o - t - (1, • .." • 1. 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' ...... 7 . ! +, ,.. ,,,,, ,I, I II : l i,. \ , , a ,, i .::. -. • . 1 ;' - ' - . 1i .: ', 1 1 1 At' '.. • . ',' •.I.1 I . i ;., ,k ,,-.. t. , . "! 1 . - ' 1 • . , • . ' s 1 4 . .. '" 7 i " 1 . -11 1 ..••''' . 6 ,..* : 1.. ..: ' : .:. -,': : ' . 1 1.11 ,1:1;: -.1 , ; ),.:: , /. :ir: ' . ."',. 1:; 1•:: :7 ,': : :- :: -:. .. '.:';:•: '' 0 ,:.,70.:".1 Lii3 1 ,1.; ' .. : ;, .,' .-,-.. . ,• ..r„.• ..... - ...,. • .•::st-.. t ... •,; . • ' ' . • \ ' 'f • r • • 104,11111 50' i'l-io" LARGE CUL DE SAC ( 1 SMALL/CUL DE AC DE 44 I 6,2r-112 Pi t-c26. 1 164.W-or-I c, v,1 eir FLIRF'U 1 CoA /v11-.10 Ot...1417 , -406 , 40 12• -leo SMALL CUL DE SAC , = II_ I I - r4;14. lAukl tart \ 0 % 220.00' 4%; N 499.21' LANDSCAPE & ENTRY' MONUMENTS - PLAT OF SILVERVIEW Slade W 0 •• e3 ee • SECTION i = _ et - - :13,ivii.F70,17itakermkr...Rit r , • , , fl tV " SVC Vitt) " , • • •••••.- .+1 no. tf 1 !,47.1.507.firr...t 37.41111MISI 6•4117 mina Mau • ft.11:42 lan,•4.4,1111.4,01W-6, Ab‘i ttfl t novo tXJ MO 02 • , a., fl *". ...,••44.41... flt Ifl s1....• •JW, fli AN* WW2 ,41 , joys 4 E., .a.1462.1..ed1.172 ..t ttflt A./7/ , ;79 61 • WelltS 1 +.V.1104,1•VAAtt,2211,4,.1,1071.3MAtirrtf..44(XLIVAIMIOMIVIOT.../5.1X, tCL ,4 1JQ4 C C • ,14 Vett svalc• tas....Atottr>.. , „±,9 ••, • - 14",TILYWr ri 4' II ELEVATION * 0 :MONUMENT DETAIL tiORMAS ORICX(DIM. 14 %V) wva 04e 0.p. (vi' Ate (HPRIZ.) • _ f. . . 0 1 7 3 .4 5 6 7 8 9 10 12 \ I 1-CILETAHRITHA1-11:11F)-gSILINOTDINICUtINTIS I D L E T 5 0 9 oe 6Z I3L L2 9Z St 7Z CZ: IZ °THE QUALITY sE THE ORIGINAL IlOCUNIENTII•_ ? t C I t 0 1111111111111111111111111111111111111111111111111111111111111111111111111111441111141rad111 .(491it, Fre+ Z -'4 Gal • PLANT LIST eauANT, ■■•••■••■■•••••■.....■ 1•? re)e.faur-V L%4 N-14:1-E 19 9 ae.L.L..oNJA. NAJ L..&64:a.1 b / P 1 I 1 UL r-ii,&evi1ur0440 IHL)&e, r=ik.te riRON1- 4ERROI-krek j, re.w4.42J coo f7Arr2PIL- 10 R-ED - fl)L iP 4)4 •ex 1:7 ;NOTES Tieg.e.4ea ve. HaTekle..0 - &Igo NW fo2- oVngeer L.Phes., Mu-L .k&14W .1T1 ons.leriNs -1 NUFZevErzy Gfrel HF-E-TIKI& /6 26 - le:MO eok ep 014e.c.A4 F7L-4o-r ir fra. Pfze7VIVE... pL...e+ttS przotieG Fzoqipe- .t2ern1 •••‘.E.r.i•ler2 Tt~it- eatem5u, N ALJ Ageos,e le tx,s- e:vg 3-klay 11.4 rnr , THE.46.1.4 „orre„ lLfQ uf- =1A.L.. c, *k- i WITI4 IQ 07 OF orav P1 4 0647°4 Ar -r04,1 AT• s.st-T opitaLt..*E. 4, v4-) from FIR WITH •'. Goveg. ALA- PLAwri r.42. enss:A2 KaHts.F-Ixoto e...A.L.4 past 1 2A.1-14 1C0=4.1.0 INIA.47t4 • le &ALIA 4:501 .OUL.b 044 494/0 x • III relF stio-o • STREET TREE PLA tc, ; z z I I I a 2 a * N I :. 50' TO REMAIN r , , LEGEND I MIN. DEPTH 1 ALDER 10' ALDER 12' ALDER 20' ALDER 10' MAPLE - 10' MAPLE 12' ASH 20'ALDER 14' ALDER 10' ALDER 12' ALDER 10' ALDER Q 0 O I -I/ ' • S . G L SECTION A -A FILTER FENCE DITCH WIROCK CHECK DAM FLOW DIRECTION EXISTING CONTOUR EXISTING TREES TO BE REMOVED EXISTING TREES TO REMAIN PER DETAIL TO REMAIN 10' ALDER 'CONSTRUCT TEMPORARY CONSTRUCTION . ENTRANCE, DETAIL, THIS SHEET. 499.21' Slade W S 0:, W; THRO GH WA • MIRAFI FILTER FENCE PASSING CONSTRUCT TE SILTATION FILT R FENCE PER DETAIL THI SHEET DFyFOAI. NOTN ' 1. All llelt. o[ olanring odd area• of v litatlon preservation u d.•c[tb.d tan the plan .hall b. c1•arly flagged In the field And obs.rved during construction, • 2. All nqulesd" control facilities must bra con etruct•d and to operation prior to land clnring and /or other nstruction to inure, that.•.dio.nc.laden Water does not .ter ties' natural. drain. g• ayetea. All .ro.lon and .edlment facilities .•hell' ba'..innoin.d in . estls4etory condition until ouch, time that elooning and /Or. construction IA co.pl•ted and potential for 'on•etea •to.fon I,as The iwpinmentntlun „aainn,mncr,' raplalc.ent, • d nddltioes'to erosion /•edlmenation control • ry•toas .hall b.'tl.o responsibility of oh.•pornittoo.•• 1. The. erosion and sedim,ntation control ayiteer depicted on !iii.'' drawing Jiro intruded to be minion. requiremonta to meet nn. ticip.ted aitd codition,; A. construction•proyr and unexpected or esasonal conditions dictate, the pormittee should' anticipate that .era orosion and .sdl.entation control faa I itho. will by noceesary, for Incur. email/to alltnt tun control In the proposed lilts. .lairing the Daum of aonetruetlon,. It shell -be the ' obligation and responsibility of the ponies.• to addr•00 any now ' 'conditions that•.ay bo created by his activities and to provide” wdditlonal'fncilities, over and 'abov.'alnlmum requtr• -nts; as may b. needed to Prato" odJoe•nt prop•rtl•o and voter geallty of the r e.lving drainage system, .. • 4. Approval of this plan Is for sit. clearing radio and •radon /•.dl.ont.tion control only. It do.a It conatin ta . approval of stern drainage design. •ine, nor location of pipes, roatrietora, ahnon•ia tr retention foci I hies. S. - Any dlaturbed at. which has bean •trippad of vegetation and whore no further work i• onticlpatee for • period of 30 days or r must he immediately stabilized with..ul04ns, grass plantingor other •pprovd erosion control treatment applicnhla to the tl., of year in question. Orot..•.ding alone will ha acceptable nnly during the month. of April thru September inclusive. Seeding .ay proceed outside O. specified time period whenever•it i• in the int.rest of the permittee, but must be eugm•nted with mulching, netting. or other treatmont Approved by tiro department. • dll..trests shall. b• k.pt'al•an In it manner directed by the City Engineer. 7. S.. soils report by Geo Engin.era, Inc., dared, MOnh .30,'190?, far . •tl,tiog toil. information and fill epos I (lent CONSTRUCTION SEQUENCE 1x112. E _ A H AVE I• IN DEPTH A GRAVE MIN E$TORM WATFR PASSING THROUGH WASHED ROCK FILTER AND MIRAFI FILTER FENCE CONSTRUCT TFMPORARY SILTATION FILTER FENCE PER DETAIL THIS SHEET ROCK CHECK DAM X— SECTION 'A. INSTALL TEMPORARY CONSTRUCTION ENTRANCE B. INSTALL FILTER FABRIC FENCE C. CONSTRUCT TEMPORARY DITCHES WITH ROCK CHECK DAM D. INSTALL WASHED ROCK BERM E. CLEAR SITE F. GRADE SITE TO REQUIRED FINISH ELEVATION sou DEB (MNJ SWALE X- SECTION. lir ROCK CHECK DAM SWp BEHM ROD( o[CK DAM a SHALL BE INSPECTED DAILY, AND CLEANED WEN COLLECTED DEBRIS 1.D'MIN• --I - EKIE[DS 12 l IS DFPTII. ROCK CHECK DAM DETAILS N .S. NOTE ROCK SHALL BE A' MINUS MARRY ROCK. .. NMLO OR,.tnl fiYMlMI - ' RLIE A .MSIIK MUMI Doll N lCWR ,. Ai - -, - lll'I�i�i ' .. I •• it ME ii cEt S �tlfs '� � j ."+R rat _ ,•Rrwwr , V tuna MIX es Cs MU. NW USE 2' TO A' QUARRY. SPALLS CR CIUSIDD mat FOR SUarvCING AS Natl. MATERIAL KITH 'FIBS' IS NOT ACCEPTABLE TIN 50' MINDEN IIIiOIN mum BE MtNOI:OMD AS tfSOSSARY TO INSURE MATERIAL IS NOT TRICKED INTO TILE PUBLIC RIGHT-01 TEMPORARY CONSTRUCTION ENTRANCE m F 1*- 101 -sul3 t • Toil M font PUBLIC RICHE-CE-1412 MISTING ORIVDQA ANN OR SITE ACCESS ILIAD MAY 2 9 1987 , „ .. ., .'...1.11.;4. lllllililll 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 { ii 1 [ w. I. III111111IIIl1.II1IIIIUiIIU11111 1111 1111111111111I1III1111111iIIII1IIIIII111111111111111111111111 11 . 0 I•tw.Iwt0 1 2 3 4 _ _ _ "I 5 6 7 `, _, 8 , 9 10 11 �oa.�n 12 F THIS MICROFILMED DOCUMENT IS LESS.I • 1I I {CLEAR THAN THIS NOTICE, IT IS DUE TOi ' of 62 Be e2 9C S2 Vi CC: 22 IC OTHE QUALITY OF THE ORIGINAL DOCUMENT{I __a 0 e 9 9 a C E ten 0 IIII111111{11IdgR{IRIIII I{qullulIRUhm4mdR 11uu tau {I ulir 1 11 1 PiillUiliallI mighillliul6IFI IFill inlilmihndiiilliiidiiillnil( jnil111ilpnIuidml {nulmlIjIAII(111111 114 �u 4Inhpl{IIRl,► IAIIuul ..L :.,.. ...,.1 ..�l ? .,r >J � mist ,. 111 ,� ; .._ .. , ,�„ IN O k O 15 co 1r t C • as co C in N he f,0 Eo w p _ Q tO - \ _ 4.” 44 I FFI.217.00 F2.221 • FF2.235.00 1ST I 22 . S 234' i 21 1 228.51 8'E&W ADJUST 2 f0 es: U ST .235. ADU CONE TO LOCATE _ IM IN PLANTER .� 229 6 INEWB I FF1 5.00 .2400 STA. 2.2gq,, = RT. LOCAT.E'OVER E SS MAI / •RIM 234. I.E.IN • 9.0 • 228. -_ @ f •000 0 .TYPE.I.487_ STA. 4.39, 2' LT. RI • 25•.00 I.E. 246.37 IINI • FF.273.00 I.E. • 289.0 $ S. .CLEANGU � CONNECT NEW 6C SIDE SEW SING A RO . ' PV S E T 5 EE GAPPRDY • / 10' S A SEWER FI.2 FF2.2 CE SO ' I •x{•00 TYPICAL 6' PVC SIDE SEWER 0 S•2,0% EXTEND MIN. 10' IN 0 LOT AND MARK wl'TAKE FOR LOCATION 8 D PTH FF.287.00 LOT 17 CONNECTS TO EXIST. 6' SIDE SEWER FF1� .• 41,00 STA, 4•39,• 5'. LT RIM ••255.0. LE..IN.• 245 0 LE.•OUT•• 2.5:00 FF.287.00 FFI. 03 00 FF2. 238,00 PLUG PIPE 0 I.E. • 289.0 • 1 fP(PE -11 -48 - STA.6t55, 7 LT. RIM • 779.75 I.E. _• 272.59(OUT) I.E. - yy FF.281.00 FF.287.00 CLEANOUT LOCATE ON OP. LINE �.._.._ - 2 MH #3 TYPE I-48 STA. 6.55{ 7 LT. RIA • 279.75 I.E. IN • 273.80 I.E. OUT •'273.70 - 240 . ' 40 LF 8• P,V,C, .0 5-•1.0% 50' R EXIS SS MH' RIM P .234.51 ... . . 228.51 • • ADJUST RIM TO L', :235.80 4 rIZOIII'at :E TING GRADE cola: " = 3.5' MIN COVER 100 LF 8' D.I. 0 S • 29.84% II� 01 CONNECT NEW 6• PVC S.S. TO EXISTING 10' SEWER t USING APPROVED SADDLE TEE 175 SI E ' S 1'0.0%1 IELD VERIFY/ 5' MIN. COVER Iy , • al 215 210 220 \Y 225 . 23b 236 240 246 • 0 4 -C,O, 0 sail) 435 ......... ......... ,25 .. . - ...' ................... G8 .... °POSED: •../ GRADE... ( +00 EXIST. 55 MH / RIM • 186,74 I.E. OUT • 176.69110•Ni I.E. IN • 177,2218'W) I.E. IN • 176.84110'S) 10' SAN. S EXIST SS.MH RIM • 264.64 I.E. IN 259.7418•S) I.E. OUT • 258.8418' 240. N H. #1 TYPF U -54• STA. R T. " RIM • 235,80 I.E. IN • 229,00 I.E. OUT • 220.90 .10. ,S n l e l / EXIST, .SS MH ' .... ' ' s'AI :2.26, 21':1.7." RIM 6. 234.51 (.E; •'228:51' (6 "EEWI ADJUST • RIM • TO •EL. •235.80 • ADJUSTECCENTRIC:CONE Tp: LOCATE RIM.IN PLANTER ROME ::: PL OrI Ofta):S1 al's:;)' "�b'O' 2 +06 • 3+013 RIM 270. 0 I.E. • 263.67 ree 5.00 /O• SS 6 +00 1 7 +00 -260 CONNECT NEW 6' SIDE SEWER TO EXIST. 6' SIDE SEWER TO SS 240 NEW 10'. SANITARY SEWER EASEMENT -246 200 LF 6' PVC 8 S•20.0 •s (FIELD VERIFY/ 260 SANITARY CLEANOUT 0 ,00 100' MIN. HORIZONTAL SPACING (TYP,) X266 265 270 PLUG PIPE 0 I.E. • 262.0 MARK WI STAKE FOR LOCATION AND DEPTH 275 90 VERTICAL DATUM CITY OF TUKWILA S. 166th ST. AS- BUILTS STORM DRAINAGE CB'S 14 AND 15 HORIZONTAL DATUM KING COUNTY WEST LINE NWI14, SEC. 26, TWP. 23N,,..RGE. 4E., W.M. LEGEND - _ -o- -===4:1==.== LEGAL DESCRIPTION ; '•i: " r , • i d4sitY . :f gi 14 , 44: SIJt];ri 'c"s•n'`}'Ii B eW� , T .lr".. , • }i .,x::3Y+n 'r, - :.d.fni, u-foti,kl.' i ''4 1g 30+■gFJ 6CI'i4 daiY :..r.::, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiii _ii II 111 (1(1(111111. 111111. 1illnililllilLIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 '•••' 1 9 3 . 4 5 6 _ 7 �. _.__ 9 10 11 y.wwwn0m 12 i OF THIS MICROFILMED DOCUMENT IS LESS \ • 11CLEAR THAN THIS NOTICE, IT IS DUE TO 1 OE 6z 8G Le 90 Se 5z CZ zz lz OTHE QUALITY OF THE ORIGINAL DOCUMENT e D 1. 9 1 o e z 1 nn p IIII11 /III jI1111l lllll llll�ll111 I I IIIIIII IIIIII/IIII II 1 1 II III IIII IIIIITIIIIIIIIIIIIII�IIII (IIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIII )lllliiIIIIIIIIIrIIIII 11 11111 ( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlli iiiIIIIIIIIIIIIIIII�IIIIIIIiiiiiiIIIIIIIIIIIIIIIIL 'r � .,4 7.I -7 .77.. , ^ ^ 4- .a E.F17: 4' q'•"r.'r••r2L, , r- . 71 r r . e..., n�sfim:r , rT in •..T - r - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 6' P.V.C. SIDE SEWER PROPOSED STORM DRAIN PROPOSED WATER LINE A poi lion of the real property situated in the Northwest quarter of Section 26, Township 23 North, Range 4 Ens), W.M„ in King.County, Waslttngton, more particularly described as follows: The North 109.0E feet of Lot 19, and all of Lot 20, of Block 2 of the plat of McMicken Heights Division No. I (unrecorded) situated in the City of Tukwila; TOGETHER WITH Lot 2 of City of Tukwila Short Plat No, 81 -20 -SS as recorded in King County records under Recording No. 8107020714, said lot being n portion of Lot 21 of Block 2 of said plat of McMicken Heights Division No. I (unrecorded). ALL SITUATE in the City of Tukwila, County of King, State of Washington. VICINITY MAP A Vertical Scale ; =101 Notes 1. Construction shall be In eccardanct with VAL•VUS Sewer District Cool'"' specifications and the 1301 Milian of APWA specifications. 7. All PVC pipe and fittings shad meet otr. strength mho. of SOR•7S of the requirements Of ASTY speeiflcslions D•7011.73 and may be PVC. T. 46, 01 or Equisslcnt. • 3. Ma•Imun allowable deflection at each Joint Shell not emceed one•half of the manufacturer's recommended permissible deflection. a. Slope for side sex.rl shall b 7S. S. All lido sewers sha11 be upped wln.(n,tlght plug. and ,hell be mt,rk d for location's/Use stake, painted while, mark d.•,ewer •Ith depth, unless otherwise approved by fed engines, 6. New connections to existing facilities shell be soled off until upstream construction is finished. tested. cleaned end accepted. All construction debris and water shell be removed prior to opening the seal. 7. 1.00159 for all PVC Ipe shelf be clots D. with min. of e• aver top of pipe• 0. All trench*. shell be compacted prior to testing sewer lines for occtptance. 5. Side saner, shall be tested for acceptants at the same time the main sewer Is tested. 10. New connections to existing manholes or ens, lines shell be heeled off until upslru.. construction I. finished. tested. clan. and oaplod. All construction debris end ester still be removed prior I. opening the sal. 11. 4.trect.r shell verify locations and dl..nsIon, of MI olefins utllllNS end Improvements prior to construction whether shown on th°ts plans or not. Thee existence end ppraimsu Iocetion• of tb•e structures and utilitles a/ detenainal by wrohing available. public documnt., and the atat 10utln. may b. •omewbt differnt. Englnar does not warrant that all existing utilities have been shown. It ,hell be the oantreetor's responaibillly to notify the epprapriete utilities Involved prior to construction %hallos. 12. Contractor shall adIust all manhole rims to flush •)final finished grad*.. H. Number and location of side sane sheen ere approalwute only end may be changed ate required during construction. :attracar shall notify engineer when exact 'motions an determined. te. Contractor shall maintain • minimum of 10 feet separation between all water and .r lines. Any conflicts shall be reported to VAL VUE sewer district and the engineer prior to construction. IS. II shall be the contractor's responsibility to ensure that no conflicts exist bh,e•n snilary sewer linos and proposed or existing storm lines prior to constructio 10. The cleanouls to be Installed as shown on each side sewer at the building connection. 17. It shell be the contractor's responsibility to notify the telephone company, IM gas company the power company. ... and the cable t.v. company prior to construction to that those other utilities can prepare the nece:ary plane for the extension of their reep•ctin . 011111,1. It shell be IM conlrotor't.responsibility .0 ccordinete •these activities during construction. '. 11. The side sewer "sUllons• shown on these plan, ere Olsn- sined from the downstream manhole. A / G . 4- ‘ 6 � 1 /" V EX. SS MH RIM • 264.64 . I.E. IN • 259.74 18'SI I.E. OUT • 258.84 REMOVE 140 LF OF EXIST. PVC SAt5I.17AR f SEWER PIPE,, TO FE REPLACED BY NEW 8' PVC M . L STA. 2.28, 18' RT. RIM • 235.80 I.E. OUT • 228.90 led F 8(o- 1 0- Sue5 • 1.0 . 0 .._ ..:.... ........�. Lt P 4%.� 4 I =•J< • isIct"/ID FF•267.00 10' SAN. RE FF.J7300 °CATE I: IISN'T. P. I, NE FF;31112 16 \ MIS l'ItACT SI FF•267.00 FF.261.00 _ URVIENZED: va EU 12 \ I „ NH./ 6” SE T _ TO 'IDE ROBERT C. CHRISTINSEN 16241 54111 AVE. S. 0 \ I SEATTLE, WA. 98188 TI(MAS C. JOHANSON 1(231 541A AVE. S. sLNr:14, AA. 98188 \ ---7----- KNTHERINE L. ! 16227 54TILAVE SEATME, WA. 9 NEW 8" SAN. SEWER TCHELL S. 188 0,14 lAfi HERBERT PH 162 0 52 NI SEATTLE, 6/, J AVE. S . 99188 JOID1 E. SC(T.JAHILMANN .:i.F., WA. 98186 1251 51D AVE. S Nrr JOHN sTORINMIL F.J. PACK 5142 5.164111 ST 5149 5.164T11 S SEATTLE, WA.981 8 SEATPLE,WA. 98 - __.., 164th ST. FREDERICK J. PACK 11 5749 1.164TH ST. SEATTLE, WA. 98188 RUICHPD D POWERS. 16442 51ST AVE. S. SENTTLE, WA. 98188 DAPIP,NE E. CREEL 16446 51S1' AVE. S. SEATTLE, WA. 98188 JOE T. JR. CIII .COLLIER 88 5211 1fT69Ilh seNril 18 111COAS G. PIMIAN 16460 51ST AVE. S. SEATTLE, WA. 98188 GEORGE L. ABouvr 16606 53RD AVE. S. SEATTLE, WA. 98188 .—.-•■••.araaIMNMV/WP•aV•wwn•mew■■---. ENS T. A! SON L 1636D pL. , WA. h9188 R.H. SNP 16244 5: SEATTLE, LSH PL. 188 LL ND AVE. S WA. 98188 F.H. JR. S .1 11131, Z R1T1 'SEATTLE, 111. ' I 121 S. 16411I ST. L II. 98188 ------- - PUGET WESTERN 1NC.' PUGET POWER BUILDING SEATTIE,'WA. 98014 i • I_J • PATRICK E. MITCHELL 16215 53RD AVE. S. SEVITLE, WA. 981138 PATRIC 16215 SENTTI JOSEPH OJUROVICH , 5166 S. 166TH ST. SEAT 88 E. MITCHELL 53RD AVE, S. 98188 ED +H UC 1661J3 AVE. S. SEATTLE, 1 , 92185 HANs B. WEST 5212 S. 164111 ST. SENITLE, WA. 98188 DAV - A.-.6 NADINE L. ((ORGAN 5191 S. 16651 ST. SEATTLE, WA. 98188 elk -- • -/ \ I \ \ \--- „ \ I \' rn,..,),:,. \ NI, JAI' R. NYII 0 1D\ FF26 t7/0 1 \ 4\ q21 S.164TI ST. o \ -51*. 11E, wA 9k189 k \ \ \ \ PROPOSED ST RM el9 DRAINAGE LINE 166th 4/99' DA1D A. 8. NADI N I.. = . CAN 1 51(/0 S. 166111 I. SEITITE, WA. 9.188 J.P. I. IEI214 T. !INI 5315 S. 166'111 ST. sEnrui, 1 98188 WILLI 16604 SEATT PUGET 6ESTERN, INC PUGET POWER BUILDING BELLEVUE, WA. 98004 N J. GOI1JANCE 53RD AVE. S. ,, WA. 98188 ALVIN F. 8. JANIE S. LAU A 16461 54111 AVE. S.. SENTTLE, WA. 98188 DoN 164. CIII i-EIST: FN. EXIST. 6 WATER :. hiiIlI 54111/Al.T. S./ 1E, WA. 98181/ '9 CV 4, PROPOSED CATCH BASIN (T15.) PROPOSED STORM DRAINAGE LINE (TIP,) — UTILM I. MEN /— EXISTING PAVEMENT- •-\ SLADE WAY IMPROVEMENTS NOT TO SCALE —STORM DETENTION FACILITY (UNDERGROUND) -4111albsr- Iiii;;:!!!!11 I. 50 LIMITS OF EXIST. A.C. PAVING (TM! 28' 0 02' FT/FT 1 COMET MTN CLASS II ASPIIAIA CONCERTI 30' 0.5. 50 j , NEW 5 WIDE CONC. SIDEWALK NEW 6' VERT. CURB SAWCUT I ' INSIDE EDGE OF EXISTING ASPHALT PAVEMENT AND PREPARE SUB-BASE TO ADD NEW ASPHALT PAVING. TYPICAL ONSITE ROADWAY SECTION witaktitagt4t/pa.A%;.-. . 1 5 2 3 IgE THIS RTHANTHIS NOTICE, IT IS DUE TO TgCFT jab DOCUMENT IS CE§1 0€ 60 06 LZ 90 GE 60 CZ 00 L2 ,(111-1EAWITY OF THE ORIGINAL DOCUMEN DT ,, 9 10 11 IIIn 12 • l 'AoLgsvezi00 p gillihodialilublidulholmholidon66404 r.77 • PRELIMINARY PLAT OF. SILVERVIEW LEGAL DESCRIPTION: A portion of the real property situated in the Northwest quarter of Section 26, Township 231North, Range 4 East, U.K., in King County, Washington, more particutarly deacribed as follows: eg- L6/- The North 109.08 feet of Lot 19, and all of Lot 20, of Block 2 of the plat of McMicken Heights Division No. 1 (unrecorded) situated in the City of Tukwila; TOGETHER WITH Lot 2 of City of Tukwila Short Plat No. 81.20-SS as recorded in King County records under Recording No. 8107020714, said lot being a portion of Lot 21 of Block 2 of said plat of Mdilcken Heights Division No, 1 (unrecorded). ALL SITUATE in the City of Tukwila, County of King, State of Washington. SITE DATA OWNER: DEVELOPER: SURVEYOR: BARCHAUSEN CONSULTING ENGINEERS, INC. 6625 SOUTH 190TH STREET, SUITE 102 KENT, WA 98032 (206) 872-5522 ACREAGE: 7.10 ± ACRES. NUMBER OF LOTS: 22 • DENSITY: 3.10 D.U./GROSS ACRE 1 EXISTING ZONING: R-9.6 AND R-12.0 PROPOSED USE: SIMILE.FAMILY DETACHED SEWAGE DISPOSAL: „a= p v WATER: KING COUNTY WATER DISTRICT NO. 75 STORMWATER CONTROL: ON-SITE PIPING TO APPROVED DISCHARGE PER CITY REQUIREMENTS FIRE DISTRICT: TELEPHONE: POWER: EXISTING SITE COVERAGE: TOPOGRAPHY: HYDROLOGIC FEATURES: AVERAGE LOT SIZE: MINIMUM LOT SIZE: 1 Ur SON MITT DEPTH CRUSHED SI;EFACINC CASE COURSE CRATES BASS CLASS 0 LIAV RE REQUIRED REPENDINC ON SOIL CONDITIONS r TA MUTT 121011:... a .. SLOPE ). . . . 7 : 1114 00 '-(11 4111 BELCREST REALTY, INC. 12431 KINCSCATE WAY N.E. KIRKLAND, WA 98033 THB COLORADO CORPORATION 6625 SOUTH 190TH STREET. SUITE 102 KENT, WA 98032 (206) 872-5522 CITY OF TUKWILA PACIFIC NORTHWEST BELL PUGET SOUND POWER AND LIGHT MIXED DECIDOUS TREES, INCLUDING MAPLES AND ALDERS. ETC. ALSO NATIVE GRASSES AND BERRY BUSHES ALONG WITH UNDERSTORY, ROLLING FROM WEST TO EAST AT 154-20t AVERAGE NONE 11,060 SQ. FT. 9,600 SQ. PI. N - F 1510-WI-S( Es VICINITY MAP PATRICK MITCHELL 6625 spun/ 195th, SUITE 0102 KENT, MASHINGTEN 98032 1 i I • 41 25: . I MAO. 19.8Z. N 10 IN Id 12-31-% STAMP - ICS Ti 4 0 m 4 g N (Co N I MARMARA E. h S. 163 TLE, WA. RO ERr T. A14111 SON 5] 163RD L. SEAT i F , WA.,! 188 JOE T. JR. 6 CID COLLIER 88 5201 .. I SEATru E, I0 18- R.U. SWF 16244 5: SEATTLE, LL ND AVE. S 161. 98188 HE ER' PHI LAN 162 0 52 N AVE. S. SEATrI.E, W6. 98188 F� •227 0� FF1;231.00 3ACATT: IC 1. K)1' LINE: PATRL E. 7111CIIELL 16215 53RD11VE. S. SEA'rr1 ; 011 98188 F.H. JR. N OI•lu I' C B1GEI.01 HEINZ. R1T1SR 5 .. 07 5.16411 5 ' T Z S. 164'111 Sl'. SRITPLE, WA. i . �T- SEA"r121, h7, 98188 - 98I8 8 - � ED 1 A1V_11 16614-53 AVE. S. SEA1TLE, 4 . 99188 MANS B. WEST 5212 S. 164'ril Sr. SEA7•rIE, WA. 98188 JACI R. NYH +1 521 S. 1641 I 1 51 9 198 PROPOSED ST RM 1 2 e,,9 DRAINAGE LINE - FF.281.00 PROPOSED CATCH BASIN (TYP.) V PROPOSED STORM DRAINAGE LINE ITYP.) - --y l 0 0 n o N N 8 NEW 8" SAN. SE5 ER I II N Cu N ♦ N 1 N_ N N_ N II /� \ �•_ %• \ 12 e 1 • FF,213.00 , 2 F, 221.00 2 PUGET WESTERN, INC PUGET 9('9+310 PUIIDING BELLEVUE','WA 98004 )AVID A. 6 NADI E I.. :X)RCAN 1 1' 0 S. 166111 !J)T WA. A. 9. i88 I r I NIW 6" 'IDE� SEt'S TO If r 13 / 13 FF, 25.00 I FF: 264 DON 164 - SEA 1 A'r!NiRID3: .. ;. T•CHEl.1 16227 54.AVE S. sEATITErlin. 9 CHAS C. 231 541 ATNE, I STORM DETENTION \EASEMENT ■ --- -~\ • S \ - \ ROBERT C. CIIRISTENSEN 16241 54111 AVE. S. \ \_ 0 \ SF}` rrW :, WA 98188 \ I (- � � N B8 , \ \ \ \ \ ` '' \ I I \ \ \ 1x1 10' 9 INAGI, I •' SN „i . 1 1, JOHANSON I AVE. S. IA. 98188 JAF1ES RLV 243 52. AVE. S iFATPLE, VA. 92189 J :DI E. i6VARLE 'N 1 251 52 D AVE. S s iATrui, Win 98189 20101 STO P.J. PACK 5142 5.164111 SP 5149 5.164TH S" SEATTLE, WA.981.8 SEATI'LE,WA. 98 164th ST. FREDERICK J. PACK 11 5749 S.164T11 Sr. SEATTLE, WA. 98189 RIRCAPD D. POWERS. 16442 51ST AVE. S. SEATTLE, WA. 98188 EAPIIYNE E. CREEL 16446 51ST AVE. S. SEATTLE, WA. 98188 1110.NAS G. MUM 16460 5151' AVE. S. SIiAT1'Ui, WA. 98188 GEORGE L. ABDOrr 16606 53RD AVE. S. SENITLli, WA. 98188 LSH PL. 8188 I I / / CF . _CI)'?V.K FM F)JIUI ' 1'591 19j9 7O •S:SC � h FF•287.00 10' SAW. 5LA'ER FASIT)FNf o'I 1 Om FF•28T,00 PUGET hsSrERN PUClII POWER BUILDING. SE:NI WA. 98004;, PATRICK E. MI'rCI11ILL 16215 53RD AVE. S. SEA'r1'15, WA. 98188 115' J OSEPH WUROVICH 166 S. 16611! ST. SIii,TSLE, -s.. 1183 • N DAVID - A. -6 NADINE L. MORGAN 5190 S. 166111 ST. SEA'1T11i, WA. 98188 66th J.P. 11151.55 T. MI 5310 S. 166111 ST. SEATTLE, WA. 98188 EXIST 6" WATER WILLII I J. WRIR \CE 16604 0311) AVE. S. SEMI' E, WA. 98188 ALVIN F. 6 JANIE S. LAU 16461 54TH AVE. S.. SGYrr1E, WA. 98188 SINW . 9 541]1 /AVIi. S./ III ILL,. 98189 8 N/ N -- z. 41 I. CEUCNT CONE JIDERALR ROLLED CURD -- EXISTING PAVEMENT - FT -STORM DETENTION FACILITY (UNDERGROUND) I "• 50' LUSTS OF EXIST. A.C. PAVING (TYP. 0.02' FT/FT 28' 5' Si J IIL� 0,5' ~ 5 W a- O a. U, a TOPOGRAPHY: ROLLING FROM WEST TO EAST AT 15%.20% AVERAGE HYDROLOGIC FEATURES: NONE: AVERAGE LOT SIZE: 11,060 SQ. FT. t MINIMUN LOT SIZE: 9,600 SQ. FT. t'I ^.F, " I. 30' I .. - 12.: 21 1 / /-- -NEW 5' WIDE CONC. SIDEWALK i NEW 6" VERT. CURB • SLADE WAY IMPROVEMENTS '- SAWCUT I' INSIDE EDGE OF EXISTING ASPHALT NOT TO SCALE PAVEMENT AND PREPARE SUB -BASE TO ADD NEW ASPHALT PAVING. 6 or UM MOPE DEFT. CRUSHED SURFACING TOR COURSE ,a. um COUP? DIPTII CRUSHED SVRACI■C. SMUT COURSE GRAVEL IASI CLASS a SOW RE REQUIRED DEFENDING ON SOIL CON01T10I1S • TYPICAL ONSITE ROADWAY SECTION IHIIIIIIHIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111 !III.IHIIHIIIIIIIIIIIIIIIHIIII 111111H111UI1I111 11111111I 1111. 1111! 11111111111HIIIIIIIIIIIIIIIIIIIHIHIIIIIIII11111111111111111111 11 0 u,N,iNC■ 1 7 3 4 5 6 7 j _ 8_ 9 10 11 "'^ENw"w" 12 IIIFL CLEA THIS MI THAN THCROFI I LMNOED TICE DOCUMET NT IS ISD DUE TO LESS • , I oe 6Z ee Le 9z sZ 0z CO ; z IX IOTHE UALITY OF THE ORIGINAL DOCUMENT k a D c 9 9 V a a I „N 0 . 1111111111.61,1411111 111111pllll II ul 111 11nuIm1 41ii I Iiir i liTiu IIf i tU„im ug nN 111E1 m _ ___ II __ 1110tnliinll idim iirj lmllu111114uulNUm ll, u and 111101lll�m11nn1, m, ., . ..^ . VI's, 1.1 �ha•t s IT ' • , . 7.'" _ '" ..: "� .. -s 7• -. .' * 1111116111111111 't A„- r,• c.. PRELIMINARY PLAT OF . SILVERVIEW LEGAL DESCRIPTION: A portion of the real property situated in the Northwest quarter of Section 26, Township 23 North, Range 4 East, W,M., in King County, Washington, more particularly described as follows: The North 109,08 feet of Lot 19, and all of Lot 20, of Block 2 of the plat of McMlcken Heights Division No. 1 ( unrecordsd) situated in the City of Tukwila; •• TOGETHER WITH Lot 2 of City of Tukwila Short Plat No. 81.20 -SS no recorded in King County records under Recording No, 8107020714, said lot being a portion of Lot 21 of Block 2 of said plat of McMlcken Heights Division No. 1 (unrecorded). ALL SITUATE in the City of Tukwila, County of King, State of Washington. SITE. DATA. OWNER:. DEVELOPER: SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC, 6625 SOUTH 190TH STREET, SUITE 102 KENT, WA 98032 (206) 872.5522. ACREAGE.: :.10 ± ACRES. NUMBER OF LOTS: 22 ' DENSITY: 3.10 D.U. /CROSS ACRE EXISTING ZONING; 0.9.6 AND R -12.0 PROPOSED USE: SINIILE- FAMILY DETACHED SEWAGE DISPOSAL: CITjI OF TUKWIIA WATER: KING COUNTY WATER DISTRICT N0. 75 STORMWATER CONTROL: ON -SITE PIPING TO APPROVED DISCHARGE PER CITY REQUIREMENTS FIRE DISTRICT: CITY OF TUKWILA TELEPHONE: PACIFIC NORTHWEST BELL POWER: ^• PUGET SOUND POWER AND LIGHT EXISTING SITE COVERAGE: ru:I ::iL 102 5 1981 n m 1■ 8. Yi N �I.IG z eJ. N . BELCREST REALTY, INC. 12431 KINCSCATE WAY N.E. KIRIILAND, WA 98033 THE COLORADO CORPORATION 6625 SOUTH 190TH STREET, SUITE 102 KENT, WA 98032 (206) 872-5522 MIXED DECIDOUS TREES, INCLUDING MAPLES AND ALDERS, ETC. ALSO NATIVE GRASSES AND BERRY BUSHES ALONG WITH UNDERSTORY. • h�F %- b1 -SMB MM' VICINITY MAP PATRICK MITCHELL 6625 50V11 190th, SUITE 9 KENT, WASHINGICN 98032 J IES KAI 243 52, • AVE. S TATTLE, N. 98188 JOIN E. SCHWARZVON T21T. 52ND AVE. S 7011.sdwA. 98189 BARBARA E. h S. 163 'ME, 16\. RO ERT T. ;pJ 5114 '. 163RD SEAT , WA. 164th ST. R. NM. S.1649 _ .rhs, WA 9.1 „ „ , „ P. , „.; 20122 SIUPDAHL r.J. PACK 5142 5.164111 ST 5149 S.164111 S SEATTLE, wA.9E31 8 SEAPPLE,WA. 98 Jos T. JR. 6 CHI .COLLIER 88 5201 SENITI % .818 FREDERICK J. PACK II 5749 S. 164111 ST. smpris, 151. 98182 RIF`JAPD D POKERS. 16442 51ST AVE. S. SEATTLE, WA. 98188 DAPHYNE E. CREEL 16446 51ST AVE. S. SWITIE, WA. 98188 TIKX4AS G. PHEIAN 16.16(1 51ST AVE. S. SENITLI, 55. 98188 GEORGE L. ABBCMT 16606 53RD AVE. S. SEATTLE, WA. 98188 R.H. S) 16244 5", SEATTLE, LSH PL. 8188 SON 188 ND AVE. S WA. 98188 16 59199 PIII IAN 162 0 52 N1 AVE. S. SEATTLE, lir . 98188 F.H. JR. 6 ori smsua., 1r.. S SEATTLE, WA. 81$8 k to to PUGET WES'TERN INU. PUGET :OCR BUILDING sEATrir., WA. 98004 PATRICK E.IMIIVHELL 16215 53RD AVE. S. SEATTLE, WA, 98188 PATRI K E. MITCHELL 16215 J3ED AVE. S. SUNNI A. 98188 161 91 19119 92T S. 16I911 ST. sucris, 921e8 HANS B. WEST 5212 S. 164911 Sr. SEATTLE, WA. 98188 se.b • \ \ \,(5 .44 N j JOSEPH OJUROVICH 5166 S. 166TH ST. SEATIE,,KA-J2.8198 I • ED ALCII 161L2-I:,3 AVE. S. ] SEATTLE, 1 . 98188 -------. ‘19 0' ' 1127' 112 to 9 198 DAV - A.-6_NADINE 1. ORGAN -- 5190 S. 166TH ST. skyvms, WA. 98188 =466th EXIS J.P. 6 HELEN T. )2U1 5310 S. 166111 ST. . SEATTLE, WA. 98188 WILLL 16604 SEATP PUGET wESTERN, INC PUGET POWER BUILDING BELLEVUE, WA. 98004 PATRICK E. milussu 16215 5319D AVE. S. SENITLE, WA. 98188 \\ \\\ \\ \ ,\\ %\ \\ \\ -\ -0 \ \ 22, \ \ \ \ \ 12d \ \. 499' 11ID A. 1. NADI E 1,. MO 511N 1 51 S. iwrs 4r. ssirrri.E, 1.,7,. 9 188 ( 1 / o ' & 2 ( co 1J. GORJANCE 53RD AVE. S. E, NA. 98188 \ i62 \ L Tij4t,T. s./ - sm. Is, WA. 9818y Li N 0 / ALVIN F. 6 JANIE S. LAU 16461 54T11 AVE. S. SEATTLE, WA. 98188 i -EX)ST. FN. 6 WATER ... =44. SLADE WAY KATHERINE L. ) 1tTCl8LL .16227 54T11 AVE S. SEATTLE, WA. 9 188 S WAS C. 231 54T TTIE, JOHANSON AVE. S. 98188 \ \ \ 5 \\ \\\ V N 10 DCko \\ -\\ \ \ \ \ 0 ROBERT C. CHRISTENSEI 16241 54911 AVE. S. SEATTLE, WA. 98188 2,9 SP CEMENT GONG SIDEWALK ROLLED CURD 4, \ • \ ■ 9d. \ 1 () ,/(( g ' I"= 50 /41-xdrorts (.4 I reo., r- e Chl. - M S c...-Ek re. Ca. rm.( •A.e Oct t niaj 6-c 714 (4 Zoo ty 1.'4rArg..qtrcgm c".".° filo k y dV4 9±„ - 7 III' INCCAIP7 DEPT. CRUSHED SURFACING WI COURSE AVE 1 RASE CLASS II MAP DE REQUIRED DEPENDING ON SOIL CONDI/1011S TYPICAL ROADWAY SECTION N.T.S. 111111111111111111111111111111111111111111111111 0 ••••••••••.• 1 2 3 4 5 6 7 j 8 9 10 11 12 \ CLEAR THAN THIS NOTICE, IT IS DUE TOI IF THIS MICROFILMED DOCUMENT IS LESS • of 60 ee Le ge DX CEI gjELOALITY OF THE ORIGINAL DOCUMENT1' ogLos e 0 I - 0 .11,04 , .. • . I.EGAL DESCRIPTION. A portion of the real property situated in the Northwest quarter of Section 26, Township 23 North, Range 4 East, W,H., in King County, Washington, mare particularly described as follows; The North 109.08 feet of Lot 19, and all of Lot 20, of Block 2 of the plat of McMicken Height. Division No. 1 (unrecorded) situated in the City of Tukwila; TOGETHER WITH Lot 2 of City of Tukwila Short Plat No. 81.20-SS as recorded in King County records under Recording No. 8107020714, said lot being a portion pf Lot 21 of Block 2 of said plat of Matcken Heights Division No. 1 (unrecorded). ALL SITUATE in the City of Tukwila, County of King, State of Washington. SITE DATA OWNER; SURVEYOR: Ts DEVELOPER: 9118 COLORADO CORPORATION 6625 SOUTH 190TH STREET, SUITE 102 KENT, WA 98032 (206) 872-5522 BARGHAUSEN CONSULTING ENGINEERS, INC. 6625 SOUTH 190TH STREET, SUITE 102 KENT, WA 98032 (2b6) 872.5522 ACREAGE: 5..50 ± ACRES. NUMBER OF LOTS: Il DENSITY: 3.27 D.U./CROSS ACRE EXISTING ZONING: PROPOSED USE: SEWAGE DISPOSAL: WATER: STORMWATER CONTROL: FIRE DISTRICT: TELEPHONE: POWER: EXISTING SITE COVERAGE: (1114.)Ctnt t•t 0 qv qcces-5 x0,1 mov-.e. /so' p,,, b/C 6ISS5 1-0aA Mu have a.- eulat sa.c Vier frtee- (ga d EsSIS -CLASS ASPHALT CoNCR COLIPT MTH, : • r/W - S . La 'SIFT •-• TOPOGRAPHY: HYDROLOGIC FEATURES: AVERAGE LOT SIZE: MINIHUN LOT SIZE: PRELIMINARY PLAT OF. SILVERVIEW BELCREST REALTY, INC. 12431 KINGSGATE WAY N.E. KIRKLAND, WA 98033 114.6 AND R-12.0 ( S MbLE.FAM/LY DETACHED zwfrer114Kw4( VW. \.,QaleA KING COUNTY WATER DISTRICT NO. 75 I ON.SITE PIPING TO APPROVED DISCHARGE PER CITY REQUIREMENTS CITY OF TUKWILA PACIFIC NORTHWEST BELL PUGET SOUND POWER AND LIGHT I MIXED DECIDOUS TREES, INCLUDING MAPLES AND ALDERS, ETC. ALSO NATIVE GRASSES AND BERRY BUSHES ALONG WITH UNDERSTORY. ROLLING IRON WEST TO EAST AT 158-20% AVERAGE NONE 11,060 SQ. FT. ± 9,600 SQ. FT. , . M SA9- bi-uts as.• ...... 41 VICINITY MAP LJ Cl (.1 Cl T -3I-% STAMP Cgrer elAni. 1 NO. DELTA RADIUS CHORD BEARING CHORD 1. 61' 28' 26" 45.00' S 31' 48' 09" W 46.00' 2. 26' 23' 16" 45.00' S 75' 44' 43" W 20.54' 3. 61 28' 26" 45.00' S 29' 40' 17" E 46.00' 4. 26' 23' 16" 45.00' S 73 36' 07" E 20.54' 5. 44' 24' 55" 25.00' S 76' 25' 27" W 18.90' 6. 09' 42' 07" 45.00' N 86 13' 10" W 7.61' 7. 46 41' 07" 45.00' N 69 51' 41" E 35.66' 8. 36' 43' 04" 45.00' N 28' 09' 36" E 28.35' 9. 44° 24' 55" 25.00' N 32' 00' 31" E 18.90' 10. 29' 36' 17" 100.00' N 39' 24' 51" E 51.10' 11. 23' 32' 37" 100.00' N 12' 50' 23" E 40.80' 12, 69' 16' 19" 25.00' N 88' 51' 08" E 28.42' 13. 40° 03' 33" 50.00' S 76' 32' 29" E 34.25' 14. 34° 57" 51" 50.00' N 65 56' 49" E 30.04' 15. 28 38' 52" 50.00' N 34 08' 27" E 24.74' 16. 28° 38' 52" 50.00' N 05' 29' 35" E 24.74' 17. 28 38' 52" 50.00' N 23 09' 17" W 24.74' 18, 90° 52" 42" 25.00' N 46° 30' 17" E 35.63' 19. 89° 07' 18" 25.00' N 43° 29' 43" W 35.08' 20. 36 07' 31" 50.00' N 55 32' 28" W 31.01' 21. 74° 40' 10" 25.00' N 36 16' 09" W 30.32' 22. 53 08' 54" 75.00' S 27' 38' 23" 0 67.10' I NOTE: ALL LOT CORNERS & LOT CURVE & ANGLE POINTS TO BE MARKED WITH 1/2" X 24 "IRON RODS W/ PLASTIC CAP MARKED "BCE PLS 23856" r-m O o N N 3 0 o 1 y 4 1, z a m 118.00' IU 84.41' 150.65' 120.0O 1p 150.43' 20 G� . 85.28' S88•56' 04 "E 150.53' 74.00' - - -. S89'09' 49'W 212.10' ESM 10' 5' N88 °08' 28 "E 220.96' S88 22 "E O 115.00 M� 9.71'. Scale: 1"=50' 6' 50' 100' 150' 4 k NW COR. SEC. 26 FND. 2' BRASS IN CONC. 10'11.0F PVM'T. S88 ° 03'22 "E 664.00' o \ , O o � o O p2 • o9 ' O °92 o 0 5 9 0 p P �G• `. 168,385.91 FND. 4 "X4"CONC. i \''' ..,.../-- 1,644,734,01 C MON. W /LEAD a TACK IN CASE 58 °05'34"E 1994.88' W I /4COR.SEC.26 (KCAS = 588 °05'42 "E) FND. 4 "X 4 "CONC. PLAT - 1991.64' MON. W/ 1/4 BRASS IN CASE 8 PLEASANT 1.11" :3. N0.2 C6 v'3:'; 0 M FND. " x4 "CONC.MON.WI BRASS CAP. ROS, 26/118 W (D M 0 i l l : S29 °35' 31 "W(R) Q 4o' 160.02' • S88 °56' 03 "k WEST 10' a SOUTH 10'0F EAST 343.08' VAL VUE SEWER - DIST. A.F.N. 7504160568 8 LOT LINE 42.95' N88.56' 04 "W 118.00' SILVERVIEW N.W. 1/4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M. 'S4, C ITY OF TUKWILA, KING COUNTY, WASHINGTON �AFN° -5344 F \'R. 869 ---s., WAY o ;FT. DEED TO PUBLIC AFN.5935485 � - fi - S 88°03' 22 i ' E M 267.57' 35133' 126 :05' n 38.00' 220.00' S 88 °03' 22 "E 1 5.59' _ O ( O 0£ 62 8e GE 10' N88°03'22 "W 90.00' N 88 °03' 22 "W O o• O N W (0 U7 if) 0 0 0 Z N88 °56' 04 "W IO 25.00' I 0 N 499.21' 25' t0 In In 0 0 0 25' S 77' 22 N88 °56' 04 "W 50.OQ' 10' Q 8 M OD 0 0 0 N88 "W I cO ) 00 0 0 8 °56' 04 "E " _ S88 °03'22 "E 190.00' S _ 3 M M 0 0 0 U, SHEET 3 OF 3 MON. COORDINATES ( BASED ON WEST 1/4 CORNER). A = 169,405.69 1,645,577.04 B = 169, 504.80 1, 645, 714.54 C = 169, 526.78 1,645,785.16 D = 169,544.27 1,645,746.98 E = 169,584.05 1,645,756.05 F = 169, 982.72 1,645,763.46 (R) S LEGEND 10' WATERLINE EASEMENT 10' SANITARY SEWER EASEMENT 10' STORM DRAIN EASEMENT UTILITY EASEMENT RADIAL LINE 4'X4 "CONC. MON. W /BRASS CAP TO BE SET IN CASE UPON COMPLETION OF STREET PAVING Barghausen Consulting Engineers Inc. Land Planning,Survey a Engineering Specialists 6625 So. 190th St Suit 102 Kent, Wash.98032 (206) 872 -5522 111 111 ICI 111 I[I II 11 I�1 ICI 11 1 I ILL L1l 11l 111 111 111 111 JI II I1i II II I�! 111 111 111 111 111 111 111 111 111 111 111 111 111 � 111 111 111 111 111 111 111 111 111 I � I �� �� �� �� � -1�1 I =� -� .0 111 1 � - - � - � -I - � - � - � I � I � I � � I -- I - -�_ .�_ I � I � I I I I I I � � i 2 3 4. . -. _ 5. . _ 6 _ '7 . _ \ .__..- ... - .: a. 9 10 V. 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' • ' ; : : : 1 .1 ... • .. 1 .. cer/ 0/,./ : • .. :y6-4-7.1 • • • ; • • ..... $ . . • . .. . • • • .... • • • • ..... • , • ..... • . . ....... . . , , 1 • • . t ' .. e ' • ' -:- • .• ; • 1 • • • ; .... • • . .... .!.$$ I.; • ' : * : ;`• :..1 • .... ............ • . , ....... • : F : • : ; , 1 ...... . $ • • i $•; • 1 11 • . .. . . .. .4 •,.. --• - 4 -. ••; ! 1 .... , . .. . ... • •-; • .. , 1 • . . • $ 4 «7 ; :•• ::'. • 14 • ' 1 BC La 1 44■Z SZ VZ Eel ZZ I II I II hill THE UALITY OF THE ORIGINAL DOCUMENT 3 5 6 7 ‘ III; , \J IF THIS MICROFILMED DOCUMENT'IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 115 t. 50 1. 9S E Z1550 8 9 10 11 12 1 11 1 H. 1 1 1 1 11 I 1 1 I 11111 • • $ • • , "7 71 . ' : • 1 ' • . ' . $ ' : • : • : ; ; • : : ' • .$ • • : : . • • $ • . • • • : • • . . 1.: . • • : • : ; ; : .. " . • : • : ; ..... , . . . • ..41 r 16. CaR04n10 . . .... :".,• • ,'• • , ... . 1: , ...... : : ; ; ; : . . ' • • • . . . . .. . : . : .. ; .. : 1 : ... • : • .... • • • • • • • • . • I : ■-• • F .. ... .. • • • I .... •• .... . .... ! . • . Z30. 00 1 ••••.. • • I .... ; . ; 4P-ies■• S ..... • . ; • • • • « • : : ,_1_,.• . I .. .7712Z.. # 2262 5/11 view 5-5-137 1 •4•• 1..iff.:$4,4:4;;;;; • . ' , „ .s Ol *n e6 W ;. EXIST. CB RIM = I.E.= 175.68 (12 "N E. S) I.E.= 175.73 (NEW 12 ") CCNNELT TO EXIST. CB PER CITY SIDS. MATCH EXIST. I.E. NEW GB TYPE II -54" WSOLID IO KING LID OIL /PATER SEPARATOR ETA. 0 +24, 165' LT. RIM = 1 97.00 OVERFIO•' = 195.00 I.E.= 199.00 NEE CB TYPE I STA. 0 +40, 21' RT. RIM = 224.27 I.E.= 221.00 0 +00.00 LND NEW STREET IMPROVEMENTS AT WEST PROP. LINE WITH 5:1 TAPER N CO TYPE I STA. 2 +50, 16.25'8T. 511.1 = 226.92 I.E.= 233.50 183.1- C13 -4YE 11 -54" RL'i = 205:01 I.E.= 188:5} / !'— STOFi -DETE ICN --FACILITY 1 IDEPGROUIN)- . 14F. 8". CMP 1 / I . . . / 30 li :�2" SO F^I2 -@ \I / __,--,- y am\ " l i .. ,... —1 --- 7 /- W CB TYPE TI -49" �' IA. 4+00, 16.29' RT. / / RIM = 250..2 / �i � q,'l 1.E.= 244.0 / - 6i / i / , • 275 I //// / NEW INLET STA. 5+50, 16.25 RT. RIM = 269.67 :.E.= 267.00 j?OR1ZONTAL•SOALE 1 " - 50 TOO' V.11 ... .. EL. = :245.00 S NEW CB TYPE I LOCATE 40. RIM = 249.0'• I.E.= 245..' 285 236_ 220 MI6 = 160 L.F. 12" CONC. @8 .298 END NEW STREET IMPROVoulTr5 EAST PROP. LINE 041111 5:1 TAPER 2 t, 200 , ROADWAY / STORM DRAINAGE PLAN - PLAT OF SILVERVIEW / • LT. //I �/ OE 6 Z BC LZ 9Z 9Z 4Z CZ ZZ I.1111 64044 IIIIIIIIIIIIIIIII CENTER 13 K ;* H19CULSHP n CRYSTALUNI II — 26 0 — —245 — 255 —275 -- 280 —285 — —290 -- 265 -- 27 1 [IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO IZ A THE UALITY OF THE ORIGINAL DOCUMENT ilu ins m sal im ICI I nnl�il Imlluuhli1uuliillfinilmil� imlinfliiill�Ill Sin NOTE: STUB OUT TO 1.015 FOR ROOF AND FOOTING DRAINS USING 8" PVC'COLLSIIOR PIPE 6" PVC STUB TO LOT. COLI.E"EOR PIPE SHALL DE LOCATED UNDER CONCRETE WALK PER DETAIL S}IT. 2 PO 3; AND IS SHOCN WITHIN LOT BOUNDARIES FOR CRAFTING CLARITY ONLY. 6" STUB EXTE:!D 10' MIN. INTO LOT AND MARKED 41711 2" x 4" STAKE (PAINTED WHITE;. PROVIDE 2' M-1T1. COVER IIIIIi111111Ii0ii111111111111111i111111111111111111IIII )111111111111111j11111111111111. 11111111111111.1.U1111lILL111111 11111111 111111111. 11111111111I11111111111111111IIIIII11111111111111111 0 .,..... 1 2 3 4 5 6 7 1 8 9 10 11 ......... 12 \ O L 9 5 0 Z l ^^ 1 � e 8 9 0 II III iUIII illIIIIlIIIII •1,11i1iii11iiiilin11I $In iiii iin11nf i iiil11111111111w i 1 ... is t. nrS2Sptf0M• VICINITY MAP A portion of the real property situated in the Rsrthvest quarter of Section 26; Township 23•Morth, Range ♦ Rut, V.M., in King County, Ve.hington, more particularly described u follows: the Moith 109.0$ fest of Lot 19, and all of Let 20, of Block 2 of the plat of *Mitten Heights Division No. 1 (unreeerded) situated in the City of Tukvile;1. 700121016111 Lot 2 of City of Tukwila Short plat No. 11.20.15 as recorded in King County records under Recording Me. 8107020714, said lot beta/ • portion pf Lot 21 of Sleek 2 of said plat of Mcfickeo Heights Division Ho. 1 (unreeotd.d)•. ALL SXTUArf In the City of Tukwila, County of Ring, Stat. of Vsabinjken. JA(•EES RIAI '16243 52NI SEATTLE, :N E. 251 52 TTLE, BARBARA E. I S. 163 ILE, WA. .Rr T. PA 163RD , WA, 60LF 6' SIDE SERVICE TT GNAS C 1 231 54 SEATTLE, JOHANSO4 I AVE. S. R. 98188 \ ROBERT C. CHRISTEN SEN 16241 54TH AVE. S. SEATTLE, WA. 98188 ' \\ 1 a \ DEIST. l0'. \ (7AINAGE \ ESM''{. FF•281.00 c,.:. J • M, TriZAWRIMMEA R.H. 16244 5 SEATTLE, PUGET' 6 STERN INC. PUGIir POWER BUILDING BEATTIE, WA. 98004 PATRI 16215 SEATT 2 RI S. 16 SEATTLE, IXTI2ISIOLI TO r• FF•2$ 7.00 10' SAN. FF.287.o E. MITCHELL 3RD AVE. S. . 98188 JOSEPH) WUROVICH 5166 S. 166TH Sr. SEAT LE, °Q188 ED :• I 166• •: AVE. S. SEATTLE, . 98188 DAV • • NADINE L SI1RGAN 5190 S. 166TH ST. SEATTLE, WA. 98188 STORM DRAINAGE DETENTION FACILITIES (UNDER GROUND) � 1 ( IO 2 I II 1 9( , 499 1V. ID A. t. WADI L. MORGAN 1 I 5110 S. 166Th r. ) N 1 SETTLE, I. 9 :188 i 1 P4' 1 I N O n A7 N N A.) J.P. DJ s HELEN T. (118) 5310 S. 166TH ST. SEATTLE, WA. 98188 ALVIN F. 6 JANIE S. LAU 16461 54111 AVE. S.. SEATTLE, WA. 98188 PROPOSED STORMIDRAINAGE LINE (TYP.) T.5' UTILITY SS CLEANOUT r MINT CONE SIDEWALK ROLLED • CURD LIMPIS OF EXIST. A.C. PAVING (TYP.) MIntIVOB MAY 27 19871 Cif? OF TUIL,VILA PLANNING DEPT. 'A portion of the roil property situated in the Northwest quarter of Section 26, Township 23 North, Range 4 East, V.M.,. in King County, I Washington, more particularly described as follows: The North 109.0$ feet of. Lot 19, and all of Lot 20, of Block 2 of the plat of McMickeo Heights Division No. 1 (unrecorded) situated in the City of ,Tukwila: •. '.TOGETHER WITH Lot 2 of,City of Tukwila Short Plat No. 81 -20 -SS as recorded , in. King County records under Recording No. 8107020714, said lot being 'portion Of Lot.21 of Block;2 of said plat of McMicksn Heights Division. No. 1 (unrecorded)•. . • ALL SITUATE in the City of Tukwila, County of King, State of Washington. SITE DATA ' , OWNER:. IC-CREST REALTY, INC. PATRICK MITCHELL . 12431 KINGSGATE WAY N.E. 6625 SOV1'R 190th, SUITE 4102 KIRKIAND, WA 98033 KENT, 98151ING'1CN 98032 : DEVELOPER: '• TND COLORADO CORPORATION _,6625 scan! 190T11 STREET, SUITE 102 KENT, WA 98032 . (206) 872.5522 . . ) SURVEYOR: BARCHAUSEN CONSULTING ENGINEERS, INC. 6625 SOUIN 190TIL.STREET, SUITE 102 ' KENT, WA 98032 . - (206) 8)2 -5522 :ACREAGE: .. . ::10 ± ACRES • 2 p 0 ,NUMBER OF LOTS: . 22 • DENSITY: 3. :10 D.U. /CROSS. ACRE EXISTING ZONING: R -9.6 AND R -12.0 SIDE SERVICE PROPOSED USE: .SINGLE- FAMILY DETACHED _ SEWAGE DISPOSAL: 'CITY OF TUKWILA _ , WATER: KING COUNTY WATER DISTRICT NO. 75 STORNWATER CONTROL: ON -SITE PIPING TO APPROVED DISCHARGE PER CITY REQUIREMENTS FIRE DISTRICT: CITY OF TUKWILA TELEPHONE: PACIFIC NORTHWEST BELL POWER: PUGET SOUND POWER AND LICHT EXISTING SITE .COVERAGE: MIXED DECIDOUS TREES, INCLUDING N/ LES AND ALDERS. ETC. ALSO NATIVE GRASSES AND B BUSHES ALONG WITH UNDERSTORY. MEAN LOT WIDTH (+ - 77' — ►) TOPOGRAPHY: ROLLING FROM VEST TO EAST AT 158.201 AVERAGE HYDROLOGIC FEATURES: NONE AVERAGE LOT SIZE: 11,060 SQ. Fr: NININUK LOT SIZE: 9.600 SQ. FT. it: • 9.6 ;:TT I 12,:9:; :71. ET. P: 2 - 12.1 :'.o EXISTING PAVEMENT 0.02' FT/FT 1 NEW 5' WIDE CONC. SIDEWALK NEW 6' VERT. CURB SLADE WAY IMPROVEMENTS SAWCUT I' INSIDE EDGE OF EXISTING ASPHALT NOT TO SCALE PAVEMENT AND PREPARE SUB -BASE TO ADD NEW ASPHALT PAVING. I.., FYIFT 12.31 -% • 1E1" 1 AVE. S %A. 98188 Gu mairJDt AVE. S WA. 98188 JOHN STC)W3AHL F.J. PACT( JOE T. JR. 6 CHI. F.H. JR. 6 0 5143.5.164TH ST. 5149 5.164TH S^.0OLLIER P HI SEATTLE, WA.981E8 SEATPLE,WA. 98;88 ) ST. BEAST II�SSEATTLE, lW. I� I )•64th • FREDERICK J. PACK II. 5749 5.164TH ST. SEATTLE, WA. 98188 RIHCARD D. POWERS. 16442 51ST AVE. S. SEATTLE, WA. 98188 DAPIWNE E. CREEL 16446 51ST AVE. S. SEATTLE, WA. 98188 'B M WS G. PIETAN 16460 51ST AVE. S. SEATTLE, WA. 98188 GEORGE L. ABBOTT 16606 53RD AVE. S. SEATTLE, WA. 98188 LSN PL. 8188 SON L. 188 ND AVE. S WA. 98188 !QT'' I_] PATRICK E. NITC)(ELL 16215 53RD AVE. S. SEATTLE, WA. 98188 R TH ST. . 98188 130 PRO ST•RM •'^ DR AINAGE LINE 66t WILL 16604 SEAN 1J. GORJANCE 53RD AVE. S. E, WA. 98188 IU•GRADE Swn.S.0 1•Ilr MIN CDMPT DInll CRUIIIiD SURFACING TOP COURSE • ur MIN COMn DEPTH CRUSN1a 5uoUACING DAR COURSE CRAWL RASE CLAWS MAY, SE RwUIR10 OInNOING ON SOIL CONDITIONS. \f TYPICAL ONSITE ROADWAY SECTION •. IIIIIIIIIII�IIIIIII�JIIIIIIIIIIIIIIIIIIII !I 11 111111111 1 1!f! 1111 I! W} 1U. IIIIIt111 �11tI11 ' 0 +•+ • • 1 3 4 5 6 7_ 8 9 10 11 N,•,NM•WN, 12 -FL; S MIC 7-g-1'1101311 OCUMENT LESS�.I O CAR THI THAN E, IT IS DUE TO 06 6z Be 22 91 sz Wi CO( 00 10 OTHE QUALITY OF THE ORIGINAL DOCUMENT e o c G s o t z I TIN 0 II 11 I II 1111p 11111t) II1lId III 111111)1111 IIIIIIIIIIIIII Iluulilil Ili r IIIIII11I Ii11iIll B IIIIIIIIIIIIIIIIIII1 1111111111111111111 11 IIIIIII11 111IIIIIIIII11111111111 III) I�IIII1IIIIIIIII1mlhul1lmlull1nliluu111111lnt1mduu1gnlui 11lmlml1lildpn1pnl)n11 " VICINITY : • I— A4 APPL DATE ION IFILE NUMBER l PROJECT NAME ADDRESS APPLICANT I CROSS F RWRENCE ACTION 2/23/87 87 -1 -APP • DANIEL BOONE PAINTS 103 NELSEN PLACE BRAD COLLINS DANIEL BOONE PAINTS 3/87 87 -2 -APP GRAVENDER - HOME OCCUPATION PERMIT 5632 S. 149TH ST. RICHARD GRAVENDER 6/5/87 87 -3 -APP WHITNEY - HOBBY 14110 - 55TH AVENUE S. VIRGINIA AND MAURICE WHITNEY . • APPEAL 1987