Loading...
HomeMy WebLinkAboutPermit L99-0004 - POPEJOY / GADZUK - SHORT PLATThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. L99 -0004 Popejoy / Gadzuk Short Plat LAND DIVISION LAND DEVELOPMENT RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop t tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 58,59 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. L99 -0004 POPEJOY SHORT PLAT 20001211000263 • ARCADY HOMES AG 910 KING COUNTY, UA joint use and mutual maintenance agreement gadzuk dianne gadzuk peter gadzuk brian gadzuk tabitha I Please pilot or type information WASHINGTON STATE RECOFtDER'S Cover Sheet (RCW 65 04) Document Title(s) (or transactions contained therein) (all areas applicable to your document ml be filled in- Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document • Grant01(s).. (Last name first, then first name and initials). Additional names on page of dociunent .Grantee(s) (Last name fust, then first name and =hats) Additional names on page of document Legal desaiption (abbreviated 1 e lot, block, plat or section, township, range) LOT 6 f/s geoct /9.06,015- ROA 1 F 7720Cri Additional on page of document . . Asiessor's Property •Tax Parcel/Account Number .Assessor • • The•AliditOr/Recordet wtfl tety on the infonnahon provided :On the form •The.stiff.Will not read the dOCiunent to JOINT USE AND MUTUAL MAINTENANCE AGREEMENT p This agreement made and entered into this day of v ✓ , • 1979 0o� Whereas, the easement for ingress, egress and utilities established in Tukwila Boundary Line Adjustment Number 198-0030 and recorded under King County Recording Number 1 •980825.1100:. -1 TOGETHER WITH the easement for Ingress, egress and utilities established in Tukwila Short. Plat L99 -0004, shall be equally used and maintained by Parcels 1. and 2 of Tukwila Short Plat:L99- 0004 Owners of said parcels shall, 1 Jointly and mutuall maintain mta,n ahe easements described above so that it may continue to be used for joint ingress, egress and utilities 2:) This maintenance agreement shall be binding upon the parties of ownership and assigns, in interest, heirs, executors and administrators for all times WITNESS WHER Q , THE PARITES HERETO HAVE SET THEIR HAND THIS 1999- 4900 etstir .x':;11:1::�t' ........... STATE OF WASHINGTON )UNITY OF KING ON THIS DAY PERSONALLY APPEARED BEDFORE ME : ea rn 7; w�M G z., . , �p 10.,x:: �ta(z,:� (G;: AND a6�ic n64.4z,'O: ME KNOWN ,TO::BE THE INDIVIDUALS ACKNOWLEDGED THAT . '46-i.,_/' • SIGNED THE SAME AS : • -(et .�- FREE AND VOLUNTARY ACT AND DD FOR THE USES AND PURPOSES THEREIN MENTIONED ; N:UNDER MY: HAND: AND: OFFICIAL' SEAL. THIS 1. DAY OFt. 20.0i9 CITY OF TUKWILA „Li Notary Public in and for tAe State of Wii;shington :. • • JUN 1999 :. Residing at -h-,- PERMIT CENTER ... ....� z w r4 g 00 co C3 . w= J I- N LL wo ( a. =w I— _ z� I- 0 Z I- U• � o P- o �. ww I t ..z 0 I- 0 z Rzturn Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila. WA 98188 SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON Grantor(s): Popejoy Tim Popejoy Linda Last Name First Name Last Name First Name Additional grantors on page - of document. Grantee(s): The Public Assessor's Property Tax Parcel or Account Number(s): o04noo -0670 Legal Descriptions: Before the Short Subdivision: See page 3 of 5 After the Short Subdivision: See page 3 of 5 Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of , 19 Chairman, Short Subdivision Committee Page 1 of 5 1f SIGNATURES DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we Name: Name: Name: Name: e s - • r hands and seals. STATE OF WASHINGTON County of King Nam Name: Name: Name: On this day personally appeared before me • C4 %!'iii ._L to me known to be the individual described in and who executed the within and foregoing and acknowledge that? 7 signed the same as %/1P, 'free and voluntary act and ry,itttt ei uses and purpose��ili'rein; Rg pnried. GIVEN under i and official se;ai this R� /- -- 7. % `l s • z * c ,Signatu 6 d- ' of „1e2n r1 19 19 liariVAT/Ate, Name asncommi - ioned: LLi 4 i cS. oo O ptmoo``' My appointment expires: STATE OF WASHINGTON County of King 679.1 1 /O% instrument, deed, for the On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 19 Signature: Name as commissioned: Title: My appointment expires: Short Plat Number Page 2 of 5 SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON Legal Description (Existing) TOTAL AREA: Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the North 175 feet of the West 89 feet of said Lot 6; AND EXCEPT the North 262 feet of said Lot 6 lying east of the West 89 feet thereof; (Also Known As Parcel "B ", City of Tukwila Boundary Line Ad- justment No. L98 -0030, recorded under Recording Number 9808251100). Legal Descriptions (Proposed) Lot 1: That portion of Lots 6 and 15,- Block 5, ADAMS HOME TRACTS, according to the Plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: Commencing at the Southwest Corner of said Lot 15; Thence N 01 °13'32 "E, along the West Line of said lot, a distance of 257.78 feet to the TRUE POINT OF BEGINNING; Thence continuing N 01 °13'32 "E a distance of 187.00 feet to intersect the South Line of the North 175 feet of said Lot 6; Thence S 87 °55'58 "E, along said South Line, a distance of 89.01 feet; Thence S 01 °13'32 "W, parallel with the West Line of said Lot 6, a distance of 87.01 feet; Thence S 87 °55'58 "E, parallel with the North Line of said Lot 6, a distance of 37.25 feet to the East Line of said Lot 6; Thence S 01 °13'51 "W, along said East Line, a distance of 100.00 feet; Thence N 87 °55'43 "W 126.25 feet to the POINT OF BEGINNING. Lot 2: That portion of Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: BEGINNING at the Southwest Corner of said Lot 15; Thence N 01 °13'32 "E, along the West Line of said lot, 257.78 feet; Thence S 87 °55'43 "E 126.25 feet to the East Line of said lot; Thence S 01 °13'51 "W, along said East Line, 257.53 feet to the Southeast Corner of said lot; Thence N 88 °02'38 "W 126.22 feet to the POINT OF BEGINNING. NOTE: Turnaround Easement established with recording of City of Tukwila Boundary Line Adjustment Number L98 -0030 is deleted with the recording of this short plat and new location of said easement as shown on map page and described herein is established with the recording of this short plat. Page 3 of 5 • SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON EASEMENT DESCRIPTIONS Proposed Lots 1 and 2 have an existing easement for ingress, egress and utilities over, under, along and across the West 20 feet of the North 175 feet of Lot 6, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington. This easement was established with City of Tukwila Boundary Line Adjustment Number L98 -0030 recorded under King County Recording Number 9808251100. Lots 1 and 2 of proposed short plat agree to equally maintain the following easement to be established with the recording of this short Plat. An easement for ingress, egress and,utilities over, under, along and across that portion of proposed Lot 1 described as follows: Commencing at the Southwest Corner of Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; Thence N 01 °13'32 "E, along the West Line of said lot, 257.78 feet to the TRUE POINT OF BEGINNING; Thence continuing N 01 °13'32 "E a distance of 187.00 feet to intersect the South Line of the North 175 feet of Lot 6 of said block; Thence S 87 °55'58 "E, along said South Line, a distance of 20.00 feet; Thence S 01 °13'32 "W, parallel with the West Line of said lot, 47.30 feet to a curve to the left; Thence southeasterly along said curve with a radius of 20.00 feet and a central angle of 89 °09'30" an arc length of 31.12 feet; Thence S 87 °55'58 "E a distance of 49.30 feet to intersect the East Line of the West 89.00 feet of said lot; Thence S 01 °13'32 "W, along said East Line, 20.00 feet; Thence N 87 °55'58 "W 48.71 feet to a curve to the left; Thence southwesterly along said curve with a radius of 20.00 feet and a central angle of 90 °50'30" an arc length of 31.71 feet; Thence S 01 °13'32 "W a distance of 79.69 feet; Thence N 87 °55'43 "W a distance of 20.00 feet to the POINT OF BEGINNING. Page 4 of 5 • z Hw oO w= w0:. = a. z 1.„ O`. wf w. .n • O N�. w W`: Uco! z• SHORT PLAT NUMBER CITY OF TUKWILA, WASH. GRAS, cF BEAR /NG) 1V 87 °49'/7 "14 / 2637. 8/ MEAS. zP I�23 /n/ G9sE /'S $. /14.7_71 .$'T•. 2Z f�7UND AWN 11.1 CASE 7 -/7 -98 If /4 FOUND MaN S. 144 7H ST• N 87 °55'58 "W ' 20' y /26.28' 54¢.97 CAS i < /26.4•'PLAT n 1 vi rg EASEMENT FMR, N I `-�a -��c41j 7- /7-98 • IN&RE.S5, E6RE55 0 ;UT1LJT /E5. SEE h PA&E5 344•oF5 6 �`0189.01� y:l m o"` S 8'T 55' 58„E �.w, N 87 5558 "W R =�72, loco , L= 31.12' e= 2. alo3d 8 ' 1— A 49,30- - rt= 2o.' L= 31.71' mf NOTE: IURNAROONI) 4� EASEMENT ESTABUS1IWw r. 2°,367 S.F. WITH cTIY oFIVkW1Lq% 81A No, 1.98 -oe30 126.25 N ' 48.71'' 2125 1Zt■ 1 a O N 20 70 BE DELETED. % • SEE NOT ON O PP&E3OF5. NOTE : CYCLDNE FEVcE ALIWNG LINE EXGEfT NEAR. SW coRNER °F L'•T Z . FENCE sEEMS "ID SE_ Su PP IN- DOWN • HILL- TD EAST" IN 7NAT AREA. g, SET L. S. 17443 CAP REM° ('7YPKAL) - N87°55' 43°W 98- 0030 2 32,522 5.F. h <126,4' P1AT> 124.22 S 87 °55 FauNO MON /N CASE 7 -/7 -98 s,s$,�E K.C.A.S. ■ ■ IS 311 0 5o log ..0 _100 Fog oi= NEY4- of NE %}- oF 5EC.22 -23 -4 '*NOTE= LDT Z NAs SoME SAP SLOPES.CflY of 'TUKWILA kw1LA HP BEEN PKoV1PEP A -T•opo6RAPHICAL SURVEY ID HELP DETERMINE BUILD- ABLE A4�EAS• N 88 °0238" W S. 1443U ST. NOTE: SURVEYOR CERTIFICATE: Instrumentation for this survey was a 5 second theodolite (Leitz 4B) and electronic distance meas- uring unit. Methods used in the performance of this survey exceed minimum standards of WAC 332 -130- 090. This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropiate State statue at the request of Sharon Mann in December, 1998. _,mmett C. Dobbs,P.L.S. Cert. No. 17663 January 4, 1999 NAL LAN° EXPIRES 6/9/ 00 Z Q w J01 0 co O0. W = J w w0 2 -. w� = =w H Z H; 1- O' w1 uj gip` p wW HU Z U N� - _. 0I— Z 20001211001594 Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila. WA 98188 20001211001594 ARCADY SP 40.00 PAGE 001 OF 007 12/11/2000 14:59 KING COUNTY, WA i 1 SHORT PLAT NUMBER L99 -0004 CITY OF TUKWILA, WASHINGTON Grantor(s): Popej oy Tim & Linda Markham Last Name First Name Last Name Howard & Lois First Name 1 Additional grantors on page o? of document. Grantee(s): The Public Assessors Property Tax Parcel or Account Number(s): 004000 -0670 & 004000 -0630 Legal Descriptions: Before the Short Subdivision: LOTS & f'45- 13L, ock S' See page 4 of 7 After the Short Subdivision: See pages 4 to 6 of 7 Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this 3O day of PiNt4A.koc.r , W Zcv -43• Chairman, Short Subdivision Committee Page 1 of 7 DEPARTMENT OF RSSESSIEN S ' -- ._._._..__.... E.c....`c :i end approved ihis,..11_day of P eC e) b 07 o 0 0 SCott Noi4 it..:.��v.iT J Deputy ?ssessor ao 4 d o0- o‘do- 0070 Na' /}f .907- a2J -0 yV RECEIVED JAN 3 0 2001 COMMUNITY DEVELOPMENT z mow: JU; _0 O: tOw: • WI. V) LL Cy gam, u. ¢ 2; �-w; H: I- O: UJ LIE z— . 1= MEMORANDUM TO: Jim Morrow via Joanna Spencer Tom Keefe via Mike Alderson 0 FROM: Nora Gierloff °()\ RE: Popejoy (Gadzuk) Short Plat DATE: November 8, 2000 FILE: L99 -0004 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please review these materials and indicate your approval by signing the plat. Jim Morrow and Tom Keefe, please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Tom Keefe )l jf, (initials) Approved by Jim Morrow GT-1i (initials) City of Tukwila Department of Community Development MEMORANDUM To: Sharon Mann From: Vernon Umetsu, Associate Planner // Date: July 21, 1999 RE: L99 -0004 (Popejoy Short Plat) Attached are the "preliminary short plat approval" documents. John W Rants, Mayor Steve Lancaster, Director The next steps are to submit construction documents for permit approval, complete construction, and receive "final short plat approval" once the actual construction is approved by the City. Please call me at 206 - 431 -3684, if you have any questions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor NOTICE OF DECISION BY THE SHORT SUBDIVISION COMMITTEE July'' 1999 Ms. Sharon Mann 4452 South 169th Street Tukwila, WA 98188 re: L99 -0004 (Popejoy Short Plat King Co. Tax Lot No.: 004000 - 0670). Dear Ms. Mann: The City of Tukwila Short Subdivision Committee considered the information presented, and rendered a decision on the following project. z • HW. re JU O 0 CO 0 cn w wz J H. N u wo LL j C'J H zI" 0. Z I- Case No.: L99 -0004 (Popejoy Short Plat) v Applicant/Property Mr. & Mrs. T. Popejoy and Mr. & Mrs. H. Markham p H' Owners: W w: Request: Approval to subdivide one lot into two lots for detached single family residential F' V—. LL use in the LDR (Low Density Residential) zone. 0. z, SEPA Threshold The proposal is SEPA exempt. Determination: Location: King Co. Tax Lot No.: 004000 -0670 48xx S 146'h Street, Tukwila, WA On behalf of the Short Subdivision Committee, the attached plans for application file number L99- 0004 are granted conditional preliminary short plat approval, per TMC 17.12.020. This approval is based on materials submitted with this application, and an evaluation by the Public Works Department, Fire Department and Department of Community Development that the preliminary short plat approval criteria in TMC 17.12.020(C) have been satisfied. There is no administrative appeal of this decision. Please contact Vernon Umetsu of my staff at 206- 431 -3684, if you have any questions or if you would like to discuss this decision. Property owners affected by this decision may request a change in valuation for property tax purposes not withstanding any programs of revaluation. Steve Lancaster Chair of the Short Subdivision Committee Director of the Department of Community Development \\TT FICANHIT 1 \T- T11MF \VFPNIIU\44 \PCIPF IC1Y1rre•lim_nk rinn cc: Spencer /Olivas /Pace /file. Phone: (206) 433 -1800 • City Hall Fax: (206) 433 -1833 — 0 z. GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 (425) 747-5618 FAX (425) 747 -8561 Peter Gadzuk c/o Arcady Homes 2024 Northeast 103rd Street Seattle, Washington 98125 APPROVED �6 7.nylFF Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Single - Family Residence 481X South 146th Street (Lot B) Tukwila, Washington Dear Mr. Gadzuk: June 10, 1999 JN 99201 We are pleased to present this geotechnical engineering report for the proposed single - family residence to be constructed at 481X South 146th Street (Lot B) in Tukwila, Washington. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P- 4859, dated March 19, 1999. The subsurface conditions of the proposed building site were explored with two test pits that encountered gravelly silty sand that became dense to very dense with depth. The proposed residence can be supported on conventional footings bearing directly on the dense to very dense native soils. The main consideration of the site is the proposed location of the building. Steep to very steep slopes exist to the east and south of the proposed house location. The south slope has apparently been created by filling a ravine. The building should not be sited on this fill slope. Drainage for the site should be directed down to the base of the ravine. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. JRF: mmm Respectfully submitted, GEOTECH CONSULTANTS, INC. R� ames R. Finley, P.E. Principal GEOTECHNICAL ENGINEERING STUDY Proposed Single Family Residence 481X South 148th Street (Lot B) Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed single - family residence in Tukwila, Washington. This report also responds to a letter from the City of Tukwila dated May 5, 1999 addressed to Ms. Sharon Mann of ReMax Eastside Brokers. We were provided with a general site plan and a topographic map. The topographic map was developed by Dobbs, Fox, and Associates, and was dated December 12, 1998. Based on these plans and conversations with Ms. Sharon Mann, it is apparent that the adjacent property to the west of the subject property had been cut and leveled, and the soil deposited into the ravine on the south side of the subject property. We anticipate that the house will have two stories without a basement. No significant excavations are anticipated other than footing and utility trench excavations. The general layout plans provided by Mr. Peter Gadzuk indicate that the house will be 40 by 66 feet in dimension. The planned footprint of the house is on the northwestern portion of the site, above the slope. SITE CONDITIONS SURFACE CONDITIONS The Vicinity Map, Plate 1, illustrates the general location of the site. The subject property is the southern portion of a subdivided lot. The site is legally described as Lot B, and the short plat recording number is 9808251100. It is rectangular- shaped and located at 481X South 146th Street. The parcel covers approximately 32,130 square feet and, at the time of our explorations, was undeveloped. The site generally slopes downward to the southeast. There is a ravine through the southern portion of the property. In the southwestern portion of the lot there is a very steep slope that becomes more gradual to the southeast within the ravine. The steeper portion of the slope- was apparently filled with organic and compost materials from the adjacent property to the west when the lot was initially cleared approximately 16 years ago. The very steep portion of the slope drops at an inclination of approximately 80 percent. This area is anticipated to be fill material. The natural grade of the ravine drops 20 feet in 95 feet in the southeastern portion of the site. The adjacent Lot A to the north is residential, as is the majority of the surrounding land. The property directly to the west is used as a nursery. The adjacent property to the west slopes to the southwest. Surface water flow from this is toward the top of the very steep slope on the subject site. There is an approximately an 8 -inch scarp in the soil at the top of this very steep slope. This slope movement appears to be affecting the old fill, which is likely poorly compacted and has been placed in an overly -steep configuration. GEOTECH CONSULTANTS, INC. z 5W; J U: 00 CO 0 N.W J I. 1-. CO LL W O. u. CO I-W z� F- O Z I- W uj o �' 0 H WW I - O N' O z Peter Gadzuk June 10, 1999 SUBSURFACE CONDITIONS JN 99201 Page 2 The subsurface conditions were explored by excavating two test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon conversations with Sharon Mann and Peter Gadzuk, the proposed construction, the site topography and access, the subsurface conditions revealed during excavation, and the scope of work outlined in our proposal. The test pits were excavated on May 21, 1999 with a rubber -tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plate 3. The test pits encountered organic topsoil overlying loose to medium - dense, gravelly, silty sand. This native material was slightly weathered in the upper portions and became Tess weathered and denser with depth. The soil became dense approximately 4 feet below grade. The final Togs represent our interpretations of the field logs. The stratification lines on the Togs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. Groundwater No groundwater seepage was observed in the test pits. The test pits were left open for only a short time. Therefore, the lack of seepage in the test pits does not necessarily indicate . that groundwater is not present beneath the site. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that perched groundwater may be found between the near - surface weathered soil and the underlying denser soil in wet weather. This is most likely to occur following an extended period of wet weather. CONCLUSIONS AND RECOMMENDATIONS GENERAL The test pits revealed dense gravelly silty sand at a depth of approximately 4 feet below grade. Based on these results, it is our professional opinion that conventional footings can be used to support the residence. Some overexcavation may be needed to place the foundations on these dense soils, as the house may extend partially down the slope to the east. The footing grade should be observed by a geotechnical engineer prior to concrete placement to verify that adequate • GEOTECH CONSULTANTS, INC. , z _I- w a�a2 O - 0 CI. (OW; - j' CO Lt.,. w 0. g5 u_ co v. =w z �— 0 Z F- LU uj O -• u2. • F- iw F-U' u_0, Z U Cr). O z 1 Peter Gadzuk June 10, 1999 JN 99201 Page 3 bearing soil has been exposed. It is our opinion that potential future slope instability, as discussed below, will not affect the structure if the house is placed as planned. If the location of the house or outbuildings is revised, further geotechnical studies may be required. The ten -foot slope setback should not be necessary, provided the house is founded on dense, native soils. However, future movement on the steep slope may affect yard area or landscaping located east and south of the z house. This could be prevented only by constructing retaining walls or regrading the steep slope. z In their letter, the City of Tukwila noted that there were 'ground cracks', an '8 -inch exposed ground face in the immediate area on the westerly property', and 'a sink hole in the south end of the o westerly property'. During our site visit, we did not notice any ground cracks within or near the area co 0 of the proposed footprint of the house. We did observe the 8 -inch scarp on the west property line w of the subject lot and the adjacent lot to the west. Based on the site topography and vegetation, it is our opinion that this area had been part of the filled ravine. The scarp is probably indicative of N p' slope movement within the fill soils. We also observed surface drainage trenches on the adjacent 2 nursery property to the west. A trench along the property line north to south transports the surface g Q water to the top of the very steep slope, where the scarp exists. The addition of the water into the u_ fill material decreases the stability of the material. We did not observe the sinkhole on the adjacent D. a property, nor did we note any sinkholes on the subject property. However, it is not uncommon to 1- _ find localized depressions in old fills, resulting from decay of organics, or pockets of looser soils. F- 0 Z ►- Drainage on the site should be directed down to the bottom of the ravine. This should be done by a pipe carrying water down the slope to the base of the ravine. This includes drainage from the adjacent property to the west. We recommend retaining a civil engineer to develop a drainage o plan. w w U Clearing of the trees and vegetation on the slope and ravine should be avoided. Root structures in u o place add to the erosion resistance of the topsoil. No fill or debris should be placed on the steep Cu z slope. O I- The erosion control measures needed during site development will depend heavily on the weather z . conditions encountered. We anticipate that a silt fence will be needed around the downslope side of any cleared areas. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. z� CONVENTIONAL FOUNDATIONS The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, native, dense soil. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. They should be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings supported on competent, native soil. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on competent, native soil, will be about one -half inch, with differential settlements on the order of one -half inch in a distance of 50 feet along a continuous footing with a uniform load. GEOTECH CONSULTANTS, INC. - Peter Gadzuk June 10, 1999 JN 99201 Page 4 Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following design values for the foundation's resistance to lateral loading: Parameter ;Design :Value , Coefficient of Friction 0.40 Passive Earth Pressure 350 pcf Where: (I) pcf Is pounds per cubic foot, and (ii) passive earth pressure Is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above design values. SEISMIC CONSIDERATIONS The site is located within Seismic Zone 3, as illustrated on Figure No. 16 -2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16 -J of the 1997 UBC, the site soil profile is best represented by Soil Profile Type Sc (Very Dense Soil). The site soils are not subject to seismic liquefaction because of their dense nature. SLABS -ON -GRADE The building floors may be constructed as slabs -on -grade atop the native gravelly, silty sand, or on structural fill. The subgrade soil must be in a firm, non - yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls. In areas where the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Additionally, sand should be used in the fine- grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. GEOTECH CONSULTANTS, INC. Peter Gadzuk June 10, 1999 PERMANENT FOUNDATION AND RETAINING WALLS JN 99201 Page 5 Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended design parameters are for walls that restrain level backfill: Parameter '> ::,Design Value :• Active Earth Pressure * 35 pcf Passive Earth Pressure 350 pcf Coefficient of Friction 0.40 Soil Unit Weight 135 pcf Where: (1) pcf is pounds per cubic foot, and (11) active and passive earth pressures are computed using the equivalent fluid pressures. " For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners in the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well - compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill Backfill placed behind retaining or foundation walls should be coarse, free - draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the native soils are used as backfill, at least 12 inches of gravel should be placed against the walls. GEOTECH CONSULTANTS, INC. Peter Gadzuk June 10, 1999 JN 99201 Page 6 The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The sub - section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. If moist conditions or some seepage through the walls are not acceptable, waterproofing should be provided. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but will only help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. EXCAVATIONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type at the subject site would be classified as B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The above recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Contractors should be made especially aware of this potential danger. All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Any disturbance to the existing slope outside of the building limits may reduce the stability of the slope. Damage to the existing vegetation and ground should be minimized, and any disturbed areas should be revegetated as soon as possible. Soil from the excavation should not be placed on the slope, and this may require the off -site disposal of any surplus soil. DRAINAGE CONSIDERATIONS We recommend the use of footing drains at the base of all footings and backfilled earth retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. Drainage should also be provided inside the footprint of a structure, where a crawl space will slope or be lower than the surrounding ground surface or an excavation encounters significant seepage. We can provide • GEOTECH CONSULTANTS, INC. Peter Gadzuk June 10, 1999 JN 99201 Page 7 recommendations for interior drains, should they become necessary, during excavation and foundation construction. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. No groundwater was observed during our field work. However, if seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site, away from the tops of slopes, and to the bottom of the ravine on the south side of the property. Surface water from the adjacent property to the west should not drain onto the very steep slope. A drainage system for the surface water should also drain to the base of the ravine. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Additionally, a drainage swale should be provided upslope of the building to intercept surface run -off and direct it into the storm drains. Water from roof, storm water, and foundation drains should not be discharged onto slopes; it should be tightlined to a suitable outfall located away from any slopes. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. Structural fill is defined as any fill placed under a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not compacted to specifications, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: GEOTECH CONSULTANTS, INC. Peter Gadzuk June 10, 1999 Location of Fill Placement:: Minimum Relative Compaction Beneath footings, slabs or walkways 95% Behind retaining walls 90% Beneath pavements 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). JN 99201 Page 8 Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. The recommendations presented in this report are directed toward the protection of only the proposed residence from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur, resulting in possible Toss of ground or damage to the facilities around the proposed residence. This report has been prepared for the exclusive use of Mr. Peter Gadzuk, and his representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is GEOTECH CONSULTANTS, INC. Peter Gadzuk June 10, 1999 JN 99201 Page 9 expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Test Pit Logs Plate 4 Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. • Respectfully submitted, GEOTECH CONSULTANTS, INC. I EXPIRES 8 / 17 / Scott Stevens Geotechnical Engineer James R. Finley, P.E. r'oi Principal 4 GEOTECH CONSULTANTS, INC. VICINITY MAP . PROPOSED, RESIDENCE 481X S :,.,146TH ST.:. _ TUKWILA, WA. .lob No.+ 99201' Qolt+ MAY' 1999 Poole 1' 10 oPtie, G5 TEST PIT 1 Description IMO 15 -- 10 15 M Light to dark brown, silty SAND with organics, fine- to medium - grained, moist, loose - becomes medium -dense and gravelly - becomes dense to very dense 9e4 Go ,05) * Test Pit was terminated at 10 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 2 Description - OM MMI MIS Topsoil Black to dark brown, silty SAND with organics, fine- to medium - grained, damp to moist, loose (TOPSOIL) SM Light brown, slightly gravelly, silty SAND with organics, fine- to medium - grained, moist, medium -dense - becomes dense to very dense (at 4 feet) * Test Pit was terminated at 8 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT LOG 481x South 146th Street (Lot B) Tukwila, Washington IJob No: I Date: 1Logedby: I 99201 June1999 SES 3 T/GHTL /NE ROOF DRA /N Do not connect to fooling drain. BACKF /L L See text for requiremen /s. VAPOR BARR /ER SLAB WASHED ROCK NONWOVEN GEOTEXT /L E FILTER FABR /C — 4" PERFORATED HARD PVC PIPE Inver/ al leas/ as /ow as fooling and /or crawl space. Slope 10 drain. Place weepho /es downward. FOOTING DRAIN DETAIL PROPOSED RESIDENCE 481X S;..1.46TH ST.( TUKWILA, WA ✓ob No.+ Doles 'Stole: I Pole: 99201' MAY 1999 N.T.S. 4 ti. Z Z o: W: 0 ;. 00 N O; W= • J 1 W 0:• . I- W. H- 0- • ZI • .2ji ' O U (0 O I– W W. �H U .�0 'uJZr 0 - 0 PROPOSED EASEMENT .PROPOSED LOT LINE 0 0 m a •0 .0 m m 01 N N N / / / / i / / / / / I / 1 l .' t - -_ —i PROPOSED HOUSE 4TP -1 LEGEND: 0 APPROXIMATE TEST PIT LOCATION � I 1 1 I t I 1 I / I I � l � - - - -- _ - - - - ---- FENCE S: 148TH ST.: • GEOTECH CONSULTANTS SITE EXPLORATION PLAN PROPOSED RESIDENCE 481X S {.146TH ST, .TUKWILA, WA AID No.+ + Sco/i+ 99201. 1 00/1 MAY 1009 I 1 P/el�+ 2 • J U 'i0 0, ,U) W. :W =! O` J' LLQ ai W: Z 1- Z0 W W. G a, no = co �HU U 0 Z Important IHtormatiou About Your - Geoiechnical Engineering Report Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. The following information is provided to help you manage your risks. Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the spe- cific needs of their clients. A geotechnical engineering study con- ducted for a civil engineer may not fulfill the needs of a construc- tion contractor or even another civil engineer. Because each geot- echnical engineering study is unique, each geotechnical engi- neering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who pre- pared it. And no one —not even you — should apply the report for any purpose or project except the one originally contemplated. A Geotechnical Engineering Report Is Based on A Unique Set of Project- Specific Factors Geotechnical engineers consider a number of unique, project -spe- cific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management pref- erences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates other- wise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man -made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before apply- ing the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual sub- surface conditions may differ — sometimes significantly from those indicated in your report. Retaining the geotechnical engi- neer who developed your report to provide construction obser- vation is the most effective method of managing the risks asso- ciated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recom- mendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject To Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photo- graphic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface condi- tions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotech- nical engineering report, but preface it with a clearly written let- ter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and /or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contractors have suffi- cient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappoint- ments, claims, and disputes. To help reduce such risks, geot- echnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations ", many of these provisions indicate where geotechnical engi- neers responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmen- tal findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regu- lated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvironmental information, ask your geotechnical consultant for risk management guidance. Do not rely on an environmental report prepared for someone else. Rely on Your Geotechnical Engineer for Additional Assistance Membership in ASFE exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine ben- efit for everyone involved with a construction project. Confer with your ASFE- member geotechnical engineer for more information. ASFE PROFESSIONAL FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road Suite G106 Silver Spring, MD 20910 Telephone: 301 - 565 -2733 Facsimile: 301 - 589 -2017 email: info@asfe.org www.asfe.org Copyright 1998 by ASFE, Inc. Unless ASFE grants written permission to do so, duplication of this document by any means whatsoever is expressly prohibited. Re-use of the wording in this document, in whole or in part, also Is expressly prohibited, and may be done only with the express permission of ASFE or for purposes of review or scholarly research. IIGER06983.5M gadzuk peter gadzuk dianne 20020227001069 MARKHAM howard markham lois PAGE 001 OF 001 02/27/2002 10:44 KING COUNTY, WA • E1870138 02/27/2002 10:44 KING COUNTY, WA SALE $0.00 QUIT CLAIM DEED (Statutory Form) PAGE 001 OF 001 Indexing information required by the Washington State Auditor's/Racorder's Office, (RCW 36.18 and RCW 65.04) 1/97: Reference # (If applicable): Grantor(s) (Seller): (1) Gni) Z UIe PETE/ (2) GADZ Uk D/AN)v6 Add'l. on pg Grantee(s) (Purchaser): (1) M/9R/CHl3M /-/vW ARO (2) NAR1 th9 L0 /S Add'l.on pg Legal Description (abbreviated): L or 2 6104T PLOT 499-00 9 TIM ran- Iq Addl'. legal is on pg Assessor's Property Tax Parcel /Account # (please print last name first) THE GRANTOR(S) PETEA £ Din/t/ivE GHD2Uk of US 19 ,City of S619TTL6' , County of k /AJG ,Stateof LA) OS N/6v6 To Iv forand in consideration of convey__ and quit - claimX_ to of US Y4 ,City County of K //VG , State of /JAW/A/6 nit./ all interest of 7'U/ <LJIG{YJ in the following described Real Estate: THE E/95T 3 FE 'T c •F 1#2 0-P shod PLr4T 4 99 -00 Si c /ry 6F TUk4/I'.r4 - YTTMO /06 FRoM NoRTH To SoOTN fRo1°12/ZTY L/A)6 situated in the County of Pitly of .i^�.Ia`V r/ , Zt)LZ. Entor(a) , State of W/9s# /U6 0/L/ STATE OF WASHINGTON County of V,,•‘ t1 c 1 certify that I know or have satisfactory evidence that de,1 r GA A K ti New, , (X^t1z-wvL is the person who appeared before me4.43111:stthith rson acknowledged that 44NL.y signed this instrument and acknowledged it to be - } -►-‘t/k f free and volunt ,`;act ; d purposes mentioned in the instrument. SS. .Dated this a. 4 ¥ day am v16 ri76--ted (INDIVIDUAL ACKNOWLEDGEMENT) Dated this 1 /(OTARY R; ; ry , 4.coz . 0 �� to / PUBLIC Quit -Claim Deed (Statutory 1)cW�`` ®Washington Legal Blank, Inc.,Issaga Form No. 289 6/97 MATERIAL MAY NOT BE REPRODUCED IN WHOLE OR IN PART IN ANY FORM WHATSOEVER. Print Name !l Q it l Yl W. 12 k c ae- Notary Public in and for the State of 00•6111't r J-e n My appointment expires: 1 ` t� " Dy z = Z. ~ w 00 to o to w w = J � w O. ?. I- Ulm Z O, n p, o F- u" O z' w O z FlashQuotes - Stocks Page 2 of 2 Nasdaq Stocks: Information delayed 15 minutes. Non - Nasdaq Stocks: Information delayed 20 minutes. Bid and Ask quotation information for NYSE and AMEX securities is only available on a real time basis. Data is provided by HyperFeed® Technologies, Inc. and Bridge Information Services. © Copyright 2002, The Nasdaq Stock Market, Inc. All Rights Reserved. Please read our Disclaimer, Trademarks, and Privacy Statement. PULSOAq http: / /quotes.nasdaq. com/Quote.dll ?mode= stock &symbol =CPN &symbol= EMC &symbol =(... 2/27/2002 z ,. W 6_ J U O O;. .N W _ W0' g J. u_ to = a, w; z� ►1-0. z o— ;ca ,w W; H V' u. F.: ui z CO O F; ,z 20020227001068 gadzuk brian gadzuk tabitha markham howard markham lois Return Address: KING COUNTY, QUIT CLAIM DEED (Statutory Form) E1870137 02/27/2002 10 :44 KING COUNTY, WA SALE 2.00 0.00 PAGE 001 OF 001 Indexing information required by the Washington State Auditor's/Recorder's Office, (RCW 36.18 and RCW 65.04) 1/97: Reference # (]f applicable):. Grantor(s) (Seller): (1) GAD2(/IC £�R)191t1 (2) 6 //D z vlc 7,9&/77//9 (please print last name first) Add'1. on pg Grantee(s) (Purchaser): (1) HA/jk HRI'1 HO ►?A (2) M'RK IPP/ L0 /3 Add'I.on pg_ Legal Description (abbreviated): Assessors Property Tax Parcel /Account # Addl'. legal is on pg THE GRANTOR(S) i31QI191C/ f Then7//9 (, / D L t✓/( of CiSi1 / ,City of TO /(W /1 ✓i , County of k' /N!, ,State of W 19S/ /N6'TDK, ,forandinconsideration of convey_ and quit- claim,Z to of USA ,City County of K1 DU State of Ji94* /AJ6T0 41/ , all interest of TOM WiL in the following described Real Estate: THE EI9sT 77/REC reel pF 4.oT tt/ SNak CrTV 6F TUKW1L19 .EYTEArP /A16 1I 0.'1 THE /00 PEP- 70 74`//4:: AJO1ZT/f situated in the County of 171 NG of 1 brtkax J • FA Or "7"- L. 99' -OO'/ 3 DI P4 010e/27 L /eve , State of t) S H //t%G?a4, . Dated this STATE OF WASHINGTON 1'1 r day SS. (INDIVIDUAL ACKNOWLEDGEMENT) County of / � t �' LL/ L `` f'ICt.. v4et 24 I certify that I know or have satisfactory evidence that �� i'� ��� �Z /�� vU T is the person who appeared before me, and said person acknowledged that 4 klsigned this instrument and acknowledged it to be —1.1vz 1 r free and voluntary act for the uses and purposes mentioned in'the instrument. Dated this (901 N� day of Fe i'Dfua r v' ••SON EXP /q' fir i .� .sgRY FN•• / 1 i1 i quit•Clalm De OWAshipoi n tle m8ORFALMft Stag. t YOrm) •N 1,,,Inic., Issaquah, WA Form No. 289 6/97 1)EREPRODUCED IN WHOLE OR IN PART IN ANY FORM WHATSOEVER. Print Name /\ ly /t `v "/ Notary Public in and for the State of (/ /4— My appointment expires: /01.- /9- Zvi = H, ,1—• W Ls. NC UO W =. J � N WO LL =: Nd H W Z Z 1—; uj O -. = U. W� Z V , O ~. Z 20001211001594 SIGNATURES DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCN 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of e owner(s). In witne • whereo ••= a et :ur hands and seals. Name: %lr1� Name: Name: /,l!I% 4 Name: Name: Name: Nam 1 /y /, — Name: STATE OF WASHINGTON County of King On this day personally appeared before me k M • (- )ADZUi v. q-ni11/43E M. ,I DZUK to me known to be the individual described in and who executed the within and foregoing instrument, .,toiwledge that signed the same as '1 free and voluntary act and deed, for the 4 .gr• a oses therein mentioned. .'ir.. f dgr rriy hand and official seal this 7 day of 541,3e ,199q. L Y pw�.•. . A• �> r! : -� ? . N� I?,. IaL10 i s c;, '''.R111115N" o My appointment expires: iu-1'>/ r ZOO Signature: Name as commissio (/ 4/ d: l_U GV.f t2LAS Title: oc./,3"TE STATE OF WASHINGTON County of King On this day personally appeared before me aWaJt. c ,CL l'ijk 4- C/ G- to me known to be the in;'vidua('described in and who ecuted the wit in and foregoing 1 s en , and acknowledge that M. / signed the same as uses and 'purposes therein "entioned. GIVEN under my hand and official seal this Short Plat Number L99 -0004 free and voluntary act and deed, for the Signature: try / , Name as c �missioned: < Ui�� /"e , v el Title: NO My appointment expires: ac71 2 7 Page of h" NV.: D. ''j. % 0 •.SS,ic�r F .•� •, o NOTARY —*— 0 ',U' • - PUBLIC o': <o ...1 o I7y ?.a'?^`C''`am° LIP, wA \A 0% N cam. • o C'4 uses and purposes therein mentioned. GIVEN ur�d\la�l�,ythalht �fef;.pfficial seal this da of ftA.,�! C) ° s` '/-5;‘`". • • f Signature: '';10 NOT ^.I ;Y _ .0 0 _ Name as com ell• ssioned: _ �r • Url_ ; ow: Title: () °"0.,vj� . R.4 / /IJi Y ?V''•� • C? 4 � - ` °.`(J j • ',',\� \-.S" Short Plat Ifatnbpt, . _199-000 4 STATE OF WASHINGTON County of King On this day personally appeared before me got,0k1t.D L015 NIA _K14 A(Y1 to one known to be the individualsdescribed in and who executed the within and foregoing instrurnet it, and acknowledge that s-14 -1 ELI signed the same as`1-1E -112 free and voluntary act and deed, for` the uses and 'purposes therein mentioned. SIGNATURES DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness r-o we hav met our hands and seals. "7/#0--L4,4- N- e: `' _ i`� '.�.- Name: 94 Name: % I'dr,. o.'in'i Name: a-�..� k'i al� Name: / // Name: Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me (.fi� •Z- ' • / CJ /'.� �. to me known to be the individual described in and who executed the within and foregoi instrument, and acknowledge that 1_.X."signed the same a� free and voluntary act and deed, for the uses and p��posas,therein mentioned. �f GIV d r_.my'11,arldeta l official seal this 1,1C r °'' Signature: •U w; Z� °\- e P ,^ OF NAI STATE OF�1'/U',4'tHINGTON County of King Name as comrk►i�sio Title: J\) V My appointment expires: A9 144 0 On this day personally appeared before me I J ) ' p72.ejo to me known to be the i dividual described in and whq executed the within and foregoing instrument, and acknowledge that .. igned the same as lit/) free and voluntary act and deed, for the 19-41 iti) • 6-SVAJ My appointment expires. 0,)--pqd Page 3 of 7 LE I� �� fw L'Z�. :: 1 ja i .'� 1 :pue�° A= IPA ;. MAS ShortPlatJJumber L'99 -0004 ����n end official seal this ay of k1a , 19 y'"1. Signature: Name as commissioned: M 1Cl-- - 1,LLE, (�,J►a S Title: S rA-r , NJ My appointment expires: 1 1. - o9 - co 3 Page of cn c" SHORT PLAT NUMBER L99 -0004 LEGAL DESCRIPTIONS (Existing) Total Area: CITY OF TUKWILA, WASH. Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the North 175 feet of the West 89 feet of said Lot 6; AND EXCEPT theNorth 262 feet of said Lot 6 lying east of the West 89 feet thereof; (ALSO KNOWN AS Parcel "B ", City of Tukwila Boundary Line Adjust- ment Number L98 -0030, recorded under Recording Number 9808251100) TOGETHER WITH Lot 7, less the West 100 feet of the North 200 feet thereof, AND Lot 14, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington. LEGAL DESCRIPTIONS (Proposed) Lot 1: That portion of Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of plats, page 31, records of King County, Washington, described as follows: Commencing at the Southwest Corner of said Lot 15; Thence N 01 °13'32 "E, along the West Line of said lot, a distance of 257.78 feet to the TRUE POINT OF BEGINNING; Thence continuing N O1 °13'32 "E a distance of 187.00 feet to the South Line of the North 175 feet of said Lot 6; Thence S 87 °55'58 "E, along said South Line, a distance of 89.01 feet; Thence S 01 °13'32 "W, parallel with the West Line of said Lot 6, a distance of 87.01 feet; Thence S 87 °55'58 "E, parallel with the North Line of said Lot 6, a distance of 34.25 feet to the West Line of the East 3 feet of said Lot 6; Thence S 01 °13'51 "W, along said West Line and the West Line of the East 3 feet of said Lot 15, a distance of 100.00 feet; Thence N 87 °55'43 "W a distance of 123.25 feet to the POINT OF BEGINNING. Lot 2: That portion of Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: BEGINNING at the Southwest Corner of said Lot 15; Thence N O1 °13'32 "E, along the West Line of said lot, a distance of 257.78 feet; Thence S 87 °55'43 "E a distance of 123.25 feet to the West Line of the East 3 feet of said lot; Thence S O1 °13'51 "W, along said West Line, a distance of 257.53 feet to the South Line of said lot; Thence N 88 °02'38 "W a distance of 123.22 feet to the POINT OF BEGINNING. NOTE: Turnaround Easement established with the recording of City of Tukwila Boundary Line Adjustment No. L98 -0030 is deleted with the recording of this short plat and new location of easement as shown on map page and described herein is to be established with the recording of this short plat. Page 4 of 7 SHORT PLAT NUMBER L99 -0004 CITY OF TUKWILA, WASH. LEGAL DESCRIPTIONS (Proposed) continued Lot 3: That portion of Lots 6,7,14 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: BEGINNING at the Northeast Corner of said Lot 7; Thence S 01 °14'10 "W, along the East Line of said Lots 7 and 14, a distance of 619.31 feet to the Southeast Corner of said Lot 14; Thence N 88 °02'38 "W, along the South Line of said Lots 14 and 15, a distance of 129.22 feet to the West Line of the East 3 feet of said Lot 15; Thence N O1 °13'51 "E, along the West Line of the East 3 feet of said Lots 6 and 15, a distance of 357.53 feet to the South Line of the North 262 feet of said Lot 6; Thence S 87 °55'58 "E, along said South Line, a distance of 3.00 feet to the West Line of said Lot 7; Thence N O1 °13'51 "E, along said West Line, a distance of 62.01 feet to the South Line of the North 200 feet of said Lot 7; Thence S 87 °55'58 "E, along said South Line, a distance of 100.01 feet to the East Line of the West 100 feet of said Lot 7; Thence N 01 °13'51 "E, along said East Line, a distance of 200.02 feet to the North Line of said Lot 7; Thence S 87 °55'58 "E a distance of 26.27 feet to the POINT OF BEGINNING. Page 5 of 7 SHORT PLAT NUMBER L99 -0004 CITY OF TUKWILA, WASHINGTON EASEMENT DESCRIPTIONS Proposed Lots 1 and 2 have an existing easement for ingress, egress and utilities over, under, along and across the West 20 feet of the North 175 feet of Lot 6, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington. This easement was established with City of Tukwila Boundary Line Adjustment Number L98 -0030 recorded under King County Recording Number 9808251100. Lots 1 and 2 of proposed short plat agree to equally maintain the following easement to be established with the recording of this short Plata An easement for ingress, egress and.utilities over, under, along and across that portion of proposed Lot 1 described as follows: Commencing at the Southwest Corner of Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; Thence N 01 °13'32 "E, along the West Line of said lot, 257.78 feet to the TRUE POINT OF BEGINNING; Thence continuing N 01 °13'32 "E a distance of 187.00 feet to intersect the South Line of the North 175 feet of Lot 6 of said block; Thence S 87 °55'58 "E, along said South Line, a distance of 20.00 feet; Thence S 01 °13'32 "W, parallel with the West Line of said lot, 47.30 feet to a curve to the left; Thence southeasterly along said curve with a radius of 20.00 feet and a central angle of 89 °09'30" an arc length of 31.12 feet; Thence S 87 °55'58 "E a distance of 49.30 feet to intersect the East Line of the West 89.00 feet of said lot; Thence S 01 °13'32 "W, along said East Line, 20.00 feet; Thence N 87 °55'58 "W 48.71 feet to a curve to the left; Thence southwesterly along said curve with a radius of 20.00 feet and a central angle of 90 °50'30" an arc length of 31.71 feet; Thence S 01 °13'32 "W a distance of 79.69 feet; Thence N 87 °55'43 "W a distance of 20.00 feet to the POINT OF BEGINNING. Page of 7 SHORT PLAT .s l 22 — FOUND MoN IN CASE 7 -17 -98 NUMBER L99 -0004 / 14?d sr' CBAsIS OF )7" EARIN6) 2637.8I'M 5. 146 s-r N 87 °55'58" W /26, 28' - - /00.0/' -'- 26.27 •. ii < /26.4 PLAT) Easement for in- gres, egress and? utilities. See page 6 of 7. is.=semi 30" R= 20.00' L= 31.12' W:4050(301'7 g� R=7.42.00: L = 31.71 20' ■ .- 1 N CITY OF TUKWILA, WASH. I:I.1.` FOUND MON. IN Ei4S . 12,73; '7- I"7 -98 00 S i -, 0 N N NI 87 °55'S$'W 1 89.01' d iy 6'1 t ., N 8'155 58 '•-1 • `� 8'JI' ,T 1 g ti0 03 2. 37251 o- N </26.4',01.47 418.67 I m 7 II W l'Lro Q H i O h to h) o �- NM o 4i VOL '1i PG 3! . N 87°55.'58n W 22123 Csi 100.01' N 87 °55158' W 3.00' 20, 005.F`8 h PLAT LIKE NOTE: Turnaround 4.g' easement estab- lished with City of Tukwila BLA N pi_ 1 123.25 4.4' - 0 . N 87°55'43" W L98 -0030 to be N deleted. See note on page N� 4 of 7. NOTE: Cyclone fence along Westz,, Line on line. R Fence seems to be N slipping down hill to east at SW Corner of Lot 2 NOTE: Instrument- ation for this survey was a 5 second theodoli electronic dist measuring unit. used in the per of this survey imum standards y. . wili,\.. GARAGE'Roust 60- KP"r#487 OFFSET 3' EAST .43.001 3 59,Z67 S.F. U4 2W --•. L98--0030 2. h 311749 S.F.' N CAPS REAR 3 - ryPICAL) 123.22' M 0 O OFF6ET 3' EAST 124.22' f /26.22' -- -- 126.22 t e and < 124.4'91AT> <124.4'PLAT7 N 88°02'38"w ance $. j48Ti ST. Methods fo'rmance exceeds min - of WAC 332 - 130 -090. m Q: .0 SURVEYOR CERTIFICATE: This Short Plat correctly represents a survey made by me or under my direction in confor- mance with the requirements of appropiate State Statue at the request of Sharon Mann in .Trine, 1- 999. - C mmett C. Dobbs,P.L.S. Cert. No. 17663 June 2, 1999 (206) 243 -0427 FOUND MoN IN CASE 7- i'7 -98 CASE K.C.A.S. aragninumo o so loo .L" =100' FOR. OF NES4OF NE%4 OF SEC. 2Z -Z3 -4- NOTE: Lots 2 & 3 have steep slopes. City of Tukwila has been provided a topographical survey to help determine buildable areas, o ...fl 17663p � A•.../ Fss''•F��STEP•'' JQJ AL LAN's EXPIRES 6191 00 Page 7 of 7 Z Z' re w UO N w= J I— w 0. 2 gQ N a I—w Z ZO� UJ 2• p 0 I— • w u_ H. 111 - co O 1- z May 5, 1999 City of 7ikwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ms. Sharon Mann 4452 South 169th Street Tukwila, WA 98188 re: Review Comments for L99 -0004 (Popejoy Short Plat at 4811 S. 146th Street). Dear Ms. Mann: The proposed short plat has been reviewed by the Public Works Dept., Fire Dept. and Planning Division. Departmental comments have been consolidated into seven information/revision requests that are necessary to continue City review and are presented below. Provision of this information and satisfying the associated development standards are necessary for any City plat approval. The primary author(s) of each comment are indicated by originating department(s). They should be contacted for clarification as needed. REQUIRED INFORMATION AND PROJECT REVISIONS The author(s) of each comment is identified by agency with the following abbreviations in bold. You are encouraged to contact agency staff as needed for clarification. PLNG Planning Division Vernon Umetsu, Assoc. Planner (206- 431 -3684) PW. Public Works Dept. Joanna Spencer, Assoc. Engineer (206 -433 -0179) FD Fire Dept. Nick Olivas, Assist. Fire Chief (206 -575 -4404) Property Description 1. The easterly property line dispute must be resolved. (PLNG) Case law and a statutory requirement that all property owners affected by the subdivision sign the application prohibits the City from granting preliminary approval until this dispute is resolved. Mr. and Mrs. Markham have provided credible evidence that the proposed short plat includes property owned by them at their property at 4823 S. 146`h Street (Attachment A). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 z a z 6 J U" U O' IJJ J H w 0: .ga • D = d: I- _ z� 1— 0' Z 111 uj. U � ,0 U; o ff =U I- u. ~O w z. O -. O H; z L99 -0004: Popejoy Short Plat Review Comments Date May 5, 1999 Page 2 2. Show all existing and proposed easements and provide easement documents (e.g., the sewer line along the westerly property line proposed by the Val -Vue Sewer District). (PW) Please note that the Val -Vue Sewer District's easement for an area -wide sewer main, which would overlay the site's road and utility easement, may not limit the emplacement of a 20 ft. wide, fully paved driveway and all site utilities. z _�. • mow Geotechnical issues c..) p' tn0. uJ w 3. Geotechnical studies, including subsurface investigations must be provided as the site has _J " Class 3 or Class 4, "Areas of Potential Geologic Instability" (TMC 18.45.040(D) and .060). N w (PW) (PLNG) w The required studies are generally described in TMC 18.45 (selected portions shown N in Attachment B). Please ensure that the studies reflect following: w 1— a) The geotechnical work discussed below must be done by a professional z ! approved by the Director of the Dept. of Community Development (TMC z 0 18.45.080E.4.f). W', b) The geotechnical report shall address Fire Department access road placement, v required building setbacks from steep slopes, and utility line placement. (PW) �o -` c) The analysis shall include investigating ground cracks on the site. It shall also w w investigate 8 inch exposed ground faces in the immediate area on the westerly �- 0. property, more significant subsidence on the south of the westerly property and w z', a sink hole in the south end of the westerly property, all of which are near the v �'. common property line. H _ 0 d) Observations by the westerly property owner (Mr. Mike Palmer, Star Nursery) z _ that: • sluffing has occurred in various locations for several years in the southeast, near the Popejoy property line, and appear to be moving, • the degree of horizontal soil movement is reflected in the deformed common fence, which was built straight along the property line (Mr. Popejoy notes that a backhoe also crashed into it), and • the southern-most subsidence started last year, but grew the most over this past winter. Mr. Palmer has given permission for a geotechnical reconnaissance. Please contact him to arrange a site visit at 206 - 709 -2489. e) In addressing the need for a 10+ foot wide slope setback (TMC 18.45.040.C.3), the analysis should recognize that the setback may be increased, waived, or construction conditioned based on the geotechnical report (see "Identification of Potential Development Area" below). Peer review may be required after a City staff review of the geotechnical report. E:\99\POPEJOY\CMNTS2.docCreated on 05/05/99 2:25 PM L99 -0004: Popejoy Short Plat Review Comments Date May 5, 1999 Page 3 Utilities 4. Provide a conceptual utility site plan and maintenance agreements for all common infrastructure (e.g., roads and utilities), including connections to area -wide utility lines. (PW) Please note that the sewer main proposed by the Val Vue sewer district must be completed and side - sewers serving each lot must be ready prior to final plat approval. Preliminary plat approval will expire after one (1) year unless: all specified improvements have been built, construction is approved by field inspectors, the overall plat and improvements are approved by the Short Subdivision Committee and the plat is recorded by the King County Assessor. A (1) year extension may be granted. z • �w • 00• CO .cnw w= J I w . w 0. 5. A fire hydrant must be located within 250 ft. of a new structure resulting from the short L- Q plat. (FD) Identification of Potential Development Area CO =w F— _ z� F— 0 Z 111 uj 6. The potential development area for each lot must be outlined. This task is most appropriately done once property ownership has been clarified, slope stability and potential 0 N. infrastructure locations determined. (PLNG) o - =w This not intended to be an exact building footprint, but must at a minimum, reflect --,: required Zoning Code setbacks from property lines, steep slopes, additional steep 0. z slope construction setbacks, and other known limits to development. The objective w co is to demonstrate that the proposed lots are buildable without variances. Please note 17- }—' that steep slope setbacks may be modified per Comment 4e above. z Access The area road system has been reviewed for adequate site access. The Public Works Department makes the following determinations: • The Tukwila Comprehensive Plan does not include a north- south, public through street between S. 146th Street and S. 148th Street over the property and • The proposed 20 ft. wide access easement is acceptable. The City does not anticipate extending a through road along this easement. 7. The proposed fire truck turn- around must be revised to reflect Fire Department requirements (Attachment C). (FD) The currently proposed turn- around is not adequate to serve the potential range of development sites. A turn- around is required when the access road is over 150 ft. long. The Fire Dept. should be consulted for turn- around location and design options, once the potential development area is established. E:\99\POPEJOY\CMNTS2.docCreated on 05/05/99 2:25 PM L99 -0004: Popejoy Short Plat Review Comments Date May 5, 1999 Page 4 Please contact the appropriate departments for clarification or you may contact me at 206 -431- 3684, for further information. Sincerel ernonUmetsu Associate Planner cc: Spencer /Olivas /file. •• Attachments A. Markham Survey Data and Objections B. Selected Portions of the Sensitive Area Overlay District (TMC 18.45) C. Fire Department Turn - around Design E:\99\POPEJOY\CMNTS2.docCreated on 05/05/99 2:25 PM Z.. Z, i t 0 o O; to w; w='. H; w 0: J° u. GL: - Cf. • w - 1—; F— 0. O CO'? ;O F- WW • Z': I'L 0) Law Offices VORTMAN & FEINSTEIN A Partnership ofProfessional Service Corporations 3210 Columbia SeaFirst Center 701 Fifth Avenue Seattle, Washington 98104 -7002 http:/lwww.vortman.com Marlin L. Vortman April 23, 1999 Mr. Vernon M. Umetsu Planning Department City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Popejoy Short Sub Division Dear Mr. Umetsu: (206) 223 -9595 Fax No. (206) 386 -5355 e-Mail: marlin@vortman.com As you know from our previous telephone conversation, we are attorneys for Howard and Lois Markham whose home is located at 4823 South 146th Street. The Markhams' property is adjacent to the east side of the Popejoys' property. Enclosed for your reference are copies of the following items: 1. A sketch of a survey conducted by Aaroe & Associates for the Markhams in 1963. The stakes that were set for this survey still exist. A larger sketch on which Mr. Markham has noted where the survey stakes for survey that was recently conducted for the Markham's neighbors, are inside the Markhams' property according to the property line established by the Aaroe & Associates survey. 3. Mrs. Markham's declaration regarding the landscaping that she and her husband have continually maintained in this area for the past 36 years. 4. The Markhams' 1963 Building Permit and Application for Building Site Approval, showing the Markham's home 10 feet from their property line. z z re 5 o' o O`. • u)w! J H co t!. w o; u. =d w, z o: z� U� O N: 11J ui H Uc o; Z' ILI co =1' 01 Mr. Vernon M. Umetsu April 23, 1999 Page 2 of 2 5. The Markhams' March 23, 1999 letter to you regarding their disputed property line with the Popejoys. As you can see, there is a legitimate dispute regarding the Popejoy's eastern property line which effects the square footage of their property. Until this dispute is resolved, we respctfully request the City of Tukwila to not approve the Popejoys' Short Sub Division Application. Please contact me if you have any questions or comments. Thank you for your attention to this matter. Enclosure cc: Howard and Lois Markham • Cll' Y O7'TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SHORT PLAT (P -SS) APPLICATION Inner. ?3i FOR STAFF USE: ONLY eceipt;Num Applleation Completii: a Other File pplication lncompiiete: Other File #. I. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: B. LOCATION OF PROJECT/DEVELOPMENT: STREETADDRESS: '/IXX o ti /1/6 ASSESSOR PARCEL NUMBER: l' a 11D0D -- LEGAL DESCRIPTION: Q Quarter: iE /s/ Section: a-2 Township: -2 3 Range: /` (This information may be found on your tax statement) w/ 9f/6.7 c. Cor rAcT:/(Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: Z�..1//a rD' / / ri /7 r2 / �/, ADDRESS: 54/6 a c: D u / /Z. li �r;0, 6 �G ./ 9�7 PHONE: ;? 7 " 0�0 ' .06 /& —A/ ) ,.7e.- _ o. <4 c.92.__3 / SIGNATURE: /� /` / l;N/ DATE: /,/ % / 99 SHTPLTPT. DOC 7/5/96 D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: • I am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. . The application is being submitted with my knowledge and consent. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at "7—;"/(a) .14y (city), ,/t%c� -// 7 -77e, .1- (state), on , 199. i nn . /e,o e i o c. • (Print Name) (Address) %cr74..ce ao4. - 44 a uo , (Phone Number) 1-)A--/4/09-* (Signature) Use additional sheets as needed for all property owner signatures. E. PARCELS: 'y a. 4G C D ZONING DISTRICT t_. D Q. t._.'• . EXISTING USE Oa c a n t Lot awe. n f lei' PROPOSED USE .6 ; p9le / ,'�l,rr7 ; %hoon, .$ ;tie, /e ,!i//9.fj emc PROPOSED LOT SIZE u24, 3 3 „ G s/ DATE OF LAST PLAT: / 9e) F. PLEASE DISCUSS HOW THE PROPOSED ACTION SATISFIES THE SHORT PLAT COMMITTEE DECISION CRITERIA (BELOW): 1. Create legal building sites with respect to zoning and health regulations; 2. Establish access to a public road for each segregated parcel; 3. If adjacent to another municipality or King County, take into consideration the subdivision standards of that jurisdiction, as well as the requirements of this code; 4. Make adequate provision for drainageways, streets, alleys, other public ways, water supplies and sanitary wastes as deemed necessary; 5. Comply with Chapter 17.20, Design Standards for the Subdivision of Land, and Chapters 17.24 and Chapter 17.28, Minimum Standards for Residential Subdivision Design and Minimum Standards for Commercial/Industrial Subdivision Design, respectively; 6. Actions by the applicant to get a boundary line adjustment or short subdivision shall not result in the inability to derive reasonable economic use of the property or create an undevelopable lot under Section 18.45.115, unless that lot is to be dedicated for exclusive use as open space or common tract. 1. Lot sizes are abundantly over the minimum 6500 sq. ft allowed in LDR zone. 2. 20 foot easement for ingress, egress and utilities ( see attached) 3. Well inside Tukwila jurisdiction 4. Public water and Sewer are available 5. Minimum standards for residential subdivision ( four lots or less ) 6. Both lots shall have a residential, single family home built on it for primary use. z , =H :F— w 1 JU 0 0� co 0: IIllI J H Nu- . WO ga. _ Fla = I- w _ z �. I- O< z W 2 0 0' co ca �w w H U' ~O': wz O R Y7ACHm E r Letter of Opposition March 23, 1999 We would like to file this letter of opposition concerning the property line between lots 6 and 15, owned by Tim and Linda Popejoy and lots 7 and 14, awned by Howard and Lois Markham. Lots 7 and 14 were surveyed by E. Aaroe on Jan. 17, 1963. We have nurtured and maintained our property according to that survey for 36 years. In April of 1964, unknown to us, the county moved the monument to the east, by ten feet, at 51st Ave. S. and S. 152nd St. On January 6, 1998, the property line was resurveyed by Dobbs and Fax for the Popejoys and, as a result, two stakes were placed on what we considered to be what amounts to 3' onto our property at the center line between lots 7 and 14. The width of this area is 48' wide at S. 146th St., widening to 4.519' at S. 148th St. e'to< Because this is very important to us we have retained an attorney, Marlin L. Vortman, Columbia Seafirst Center, 701 Fifth Ave., Suite 3210, Seattle, Washington 98104. h1 1(10-to-na° (x:11 T e$ S ) RECEIVED CITY OF TUKWILA MAR 2 4 1999 PERMIT CENTER . ... - z =H. Z re 2 00 cn• w w= J 1- N LL` LL < 22 d 1- O' z D p, iO-,. 0E—• w w: 1--V O{ • al co Z; O F. Ar7Ac/1,h1(n1&1r Letter of Opposition March 23, 1999 We would like to file this letter of opposition concerning the property line between lots 6 and 15, owned by Tim and Linda Popejoy and lots 7 and 14, awned by Howard and Lois Markham. Lots 7 and 14 were surveyed by E. Aaroe on Jan. 17, 1963. We have nurtured and maintained our property according to that survey for 36 years. In April of 1964, unknown to us, the county moved the monument to the east, by ten feet, at 51st Ave. S. and S. 152nd St. On January 6, 1998, the property line was resurveyed by Dobbs and Fox for the Popejoys and, as a result, two stakes were placed on what we considered to be what amounts to 3' onto our property at the center line between lots 7 and 14. The width of this area is. 48' wide at S. 146th St., widening to 4.519' at S. 148th St. Because this is very important to us we have retained an attorney, Marlin L. Vortman, Columbia Seafirst Center, 701 Fifth Ave., Suite 3210, Seattle, Washington 98104. irt9-tv—ceJ ffct-fidla-vrt kit -T KeSSei) CITY OF TIUKWILA MAR 2 4 1999 PERMIT CENTER z t-w; • J0. . • 0 O. u�wf.L . .w = • • w0 • gQ a Hi • z �. .z OI-. ww.. •Do` • O o�-: U z. U Ns' • 0� :Z. I A F F I D A V I T 1 �1YVl Jijsi)(— O F D I S T R I B U T I O N hereby declare that: LiNotice of Public Hearing E Determination of Non - significance O Notice of Public Meeting ❑Mitigated Determination of Nonsignificance Board of Adjustment Agenda ODetermination of Significance Packet and Scoping Notice fl Board of Appeals Agenda fl Notice of Action Packet JPlanning Commission Agenda fl Official Notice Packet Li Short Subdivision Agenda Other b tj-hce C Ccy Leif ` Packet Gt cz'h 0'1' LiNotice of Application for fl Other Shoreline Management Permit QShoreline Management Permit was mailed to each of the following addresses on Name of Projec SlAAM;L Tik-"/L4/t--) U PS 7b, GV h f1- i)4!)6 File Number 4"I — 600 Signature % C.) J U; .0 O° cn w; • .w z: WO • _. Z� • H- O • • Z 1-' • • OD 'w w O: Cu . • • ,Z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION DATED March 17, 1999 Sharon Mann 4452 South 160th Street Tukwila, WA 98188 RE: File L99 -0004 (Popejoy /Gadzuk Short Plat). Dear Ms. Mann: Your application, on behalf of your client Mr. Tim I. Popejoy, regarding a shot plat of his property at King County parcel number 00400 -0670, has been found to be complete for beginning substantive review as of February 22, 1999. Substantive review has already begun. Additional materials may be required as a result of substantive review, if in our estimation such information is necessary to ensure that the project satisfies all City development standards.. A complete set comments will be sent to you once I have received them from all departments. I will be contacting you after mailing you substantive comments. Please call me at 206 - 431 -3684, if you have any questions. Sincerel Vernon Umetsu Associate Planner cc: Reviewing City Departments \ \TUK2 \SYS\ HOME\ VERNON \99 \POPEJOY\CMPLTAPP.docCreated on 03/17/99 4:26 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 z a =H` z. 2. 6 J0: U O; CO CI w. WX.. J H' wo:. u.a I- w. z�. Z E--; 11.1 uj N, `off w u& LL. ui z: U�.: • z ISSUED BY TRANSNATION TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Transnation A LANDAMIiRICA COMPANY Transnation Title Insurance Company, an Arizona Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the exceptions and conditions and stipulations shown herein, the Exclusions from Coverage, the Schedule B exceptions, and the conditions and stipulations of the policy or policies requested. (See reverse side of this cover and inside of back cover for printed Exclusions from Coverage and Schedule B exceptions contained in various policy forms.) This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsements and is subject to the Conditions and Stipulations on the back of this cover. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, TRANSNATION TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE WHICH ISSUED THE COMMITMENT, AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. Commitment - WA Cover Form 1004 -252 (3 -93) TRANSNATION TITLE INSURANCE COMPANY By: President Attest: azzeA?emi.r.e. Secretary ; :`•:*... '£ •Z • • TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: JOHN WAGNER ESCROW 11231 ROOSEVELT WAY NE SEATTLE, WA 98125 Attn: 2/1 Transnation No. 3113637 Customer Reference: Escrow No. Seller Buyer /Bo By e j oy zuk -44,14/- For service /On this order call: (425) 646 - 85/83/1 -800- 441 -7701 HARRY 0. DREW, JACKIE K. LINCECUM, ERIN L. BERGERON or CHRIS SCURTI (FAX #(425) 646 -8576) SCHEDULE A EFFECTIVE DATE: January 7, 1999 at 8:00 A.M. 1. Policy or policies to be issued: Amount ALTA Owner's Policy $95,000.00 Standard Policy Proposed Insured: DIANE M. GADZUK AND PETER GADZUK, WIFE AND HUSBAND; TABITHA M. GADZUK AND BRIAN L. GADZUK, WIFE AND HUSBAND ALTA Loan Policy Extended Policy Proposed Insured: TO BE DETERMINED $45,000.00 Premium Tax Premium Tax 2. Title to fee simple estate or interest in said land is at the effective date hereof vested in: $550.00 $ 47.30 $232.00 $ 19.95 TIM I. POPEJOY AND LINDA L. POPEJOY, HUSBAND AND WIFE 3. The land referred to in this commitment is described as follows: See "LEGAL DESCRIPTION:" z mow. u�o JU t).0, v)O; w s'. J �. w 0: u. • . .I l w.. ZZ Z F-: • • 'O H:. w W'. Z;. • U v); 2` • Z Order No. 3113637 LEGAL DESCRIPTION: LOTS 6 AND 15 IN BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY;. EXCEPT THE NORTH 175 FEET OF THE WEST 89 FEET OF SAID LOT 6; AND EXCEPT THE NORTH 262 FEET OF SAID LOT 6 LYING EAST OF THE WEST 89 FEET THEREOF; (ALSO BEING KNOWN AS PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. L98 -0030 RECORDED UNDER RECORDING NO. 9808251100); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. Page 2 Order No. 3113637 SCHEDULE B REQUIREMENTS. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. 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. 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. C. 1. 2. Standard exceptions set forth in inside of back cover. Special exceptions: Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is .0178. 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 Billed Paid Balance 004000 - 0625 -07 1998 $2,020.21 $2,020.21 $0.00 (Covers the above tax parcel comprises a portion of the total property herein described, including other property) 004000 - 0670 -02 1998 $1,052.79 $1,052.79 $0.00 (Covers the above tax parcel comprises a portion of the total property herein described) NOTE: Taxes for 1999 are not yet available or due, but are payable February 15, 1999. The levy code for the property herein described is 2414 for 1999. 3. Liability for Surface Water Management (SWM) Service Charge, if any, which are not presently assessed, but may appear on future rolls. 4. Liability for Conservation (CON) Service Charge, if any, which are not presently assessed, but may appear on future rolls. .. Order No. 3113637 5. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Boundary Line Adjustment No. L98 -0030 recorded under Recording No. 9808251100. RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. 6. Agreement to grant easement imposed by instrument recorded on September 15, 1998 under Recording No. 9809151316. 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ADDRESS: LOAN NO.: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: (Covers property herein Tim I. Popejoy and Lin L. Popejoy, husband and fe Chicago Title Insura ce Compan Phoenix Mortgage & 4nvestment, Inc., a Washingtof corporation 3500 188th Street S.W., I1ynnw Washington 98031 5000380 / $106,000.00/ July 23, 1991 July 30, 1991 910730028`6 described and other property c/o Fleet Funding, P.O. Box 100537, Florence, SC 29501 -0537 Agust 7, 1991 9108071987 ASSIGNMENT OF THE DEED OF TRUST: // t Fleet National Bank ASSIGNEE: ADDRESS: RECORDED: RECORDING NO.: Investigation should be made to determine the present balance owing with the appropriate lender /agency /individual. 8. MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHT OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. NOTE 1: The above captioned description may be incorrect, because the application for title insurance contained only an address and /or Parcel Number. Prior to closing, all parties to the transaction must verify the legal description. If further changes are necessary, notify the Company well before closing so that those changes can be reviewed. Closing instructions must indicate that the legal description has been reviewed and approved by all parties. NOTE 2: The current property address is not available at this time. Page 4 z ,H w • 1 J U O O N 0. w= J l-. w0 u_ Q, = Ci _ z �. z Off' Lu 0. O F_ W w U. it; wz • u)) Z • Order No. 3113637 NOTE 3: Assessed Valuation: Land: $ 50,000.00 Improvements: $110,000.00 .(Covers the above tax parcel comprises a portion of the total property herein described, including other property) zz H; : Land: $ 74,000.00 = . Improvements: - -- .CL (Covers the above tax parcel comprises a portion of the total ug p, property herein described) t....1 O NOTE 4 : co w w =; The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. SAID cowl ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A w 0 COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. ig �_ PTN OF LOT 6 ALL OF LOT 15 BLOCK 5 ADAMS HOME TRACTS VOL 11 c d. _w z. z f.., z H:, Investigation should be made to determine if there w w; are any service, installation, maintenance or 1E Di construction charges for sewer, water, or 0 o, g ; � electricity. O DoE-.. In the event this transaction fails to close, a = v' Ili 'cancellation fee will be charged for services -.17-7 rendered in accordance with our rate schedule. Cc ui PAGE 31 END OF EXCEPTIONS DMP /amh ENCLOSURES: Sketch Vesting deed Paragraphs 6 -8 Copies have been sent to the following: REMAX EASTSIDE BROKERS 11711 SE 8TH ST, #101 BELLEVUE, WA 98005 Attn: 5/5 SHARON MANN Page 5 • s, Nstijr V� i4 '4O,G. 4 41 r L K5. 53.O3O$Ff A 41 4 1.. 1402 :w ST aasliN40u" LOT' tilde �^ 1 0 50 I 110 s. f Page 4. of 4. This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croachments, or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. References should be made to an accurate survey for further information. CLTA STANDARD COVERAGE LOAN POLICY 1990 The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attomeys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or govemmental regulation (including but not limited to building or zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use; or enjoyment of the land; (ii) the character, dimensions or location of any Improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the and Is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any govemmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) whether or not recorded In the public records at Date of Policy, but created, suffered, assumed or agreed to by the Insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained If the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with the applicable doing business laws of the state in which the land Is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim, which arises out of the transaction vesting in the insured the estate or Interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10- 17 -92) and AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10- 17 -92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attomeys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or govemmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the affect of any violation of these laws, ordinances or govemmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any govemmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the Insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that Is based on: (a) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer, or (b) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (1) to timely record the instrument of transfer, or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. SCHEDULE B STANDARD EXCEPTIONS SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by tho public records but which could be ascertained by an inspection of the land or which may be asserted by persons In possession, or claiming to be in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey of the land would disclose, and which are not shown by the public records. 5. Any lien, or right to a lien, for labor, material, services or equipment, or for contributions to employee benefit plans, or liens under workmen's compensation acts, not disclosed by the public records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public records. 7. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 8. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. .SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY - EXTENDED COVERAGE 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Underground easements. servitudes or installations which are not disclosed by the public records. 3. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under (a), (b), (c) or (d) are shown by the public records. 4. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 5. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity, or garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. 1004 -252A NORTHWEST REGION 1010 South 336th Street, Suite 215 Federal Way, Washington 98003 (253) 838 -1054 • AGENCY OPERATIONS 320 108th Avenue N.E., Suite 651 Bellevue, Washington 98004 (425) 452 -5353 TITLE AGENTS Washington Benton . Clallam . Cowlitz . Franklin Island . Jefferson . King . Lewis Pacific. Skagit Whatcom . Yakima Oregon Benton . Curry . Jackson Klamath . Lane . Linn . Marion Polk . Umpqua . Yamhill Z ~ W tY JU 00 cn En LU J h U) u_ WO cnd = W Z� H O ZI- W • j U � OI'a 5 WW 2 1— O Ij Z W U= 0 Z NORTHWEST REGION Washington Chelan- Douglas Counties 700 N. Mission Street, Wenatchee, WA 98807 (509) 662 -4721 Clark County 501 S.E. Columbia Shores Boulevard Suite 500, Vancouver, WA 98661 COMMITMENT FOR TITLE INSURANCE ISSUED By TRANSNATION TITLE INSURANCE COMPANY Transnation A LANE/AMERICA COMPANY 1-Ion€E OrrtcE: 101 Gateway Centre Parkwa); Gateway One Richmond, Virginia 23235 -5153 B 1004 -252 A Z ~ W tY JU 00 cn En LU J h U) u_ WO cnd = W Z� H O ZI- W • j U � OI'a 5 WW 2 1— O Ij Z W U= 0 Z NORTHWEST REGION Washington Chelan- Douglas Counties 700 N. Mission Street, Wenatchee, WA 98807 (509) 662 -4721 Clark County 501 S.E. Columbia Shores Boulevard Suite 500, Vancouver, WA 98661 (206) 695 -1301 King County 1200 Sixth Avenue, Suite 100 Park Place Building Seattle, WA 98101 (206) 628 -4650 Kitsap County 9619 Levin Road N.W., Silverdale, WA 98383 (360) 692 -4556 Okanogan County 700 Okoma Drive, Suite B, Omak, WA 98841 (509) 422 -3490 Pierce County 6111 100th Street S.W. Lakewood, WA 98499 (206) 589 -1488 • Snohomish County 2939 Colby Avenue, Everett, WA 98201 (206) 252 -1156 . Spokane County North 720 Argonne Road, Spokane, WA 99212 (509) 922 -2222 . Thurston County 2625 Martin Way, Olympia, WA 98506 (206) 943 -4150 Oregon Multnomah . Clackamus . Washington Counties 2200 U.S. Bancorp Tower 111 S.W. Fifth Avenue Portland, OR 97204 (503) 222 -9931 Z ~ W tY JU 00 cn En LU J h U) u_ WO cnd = W Z� H O ZI- W • j U � OI'a 5 WW 2 1— O Ij Z W U= 0 Z CITY Ol — .7UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) (To be completed by applicant) showing hydrant location and size of maim): Site Address v L-c PART A: (Attach man and Legal Description \-:n.. c) C 4 9 l t , t i. LP ' j L .. e ui S' i Owner Information: Agent/Conta t Person: Name: T., p e .V Name• S AACLJ ,/� O v` \ v CA. V. ✓l Address: 1 440 l.a `a`( 0' S, Address: Lt 4 5._. , i lc 0 Phone: a 0 (o • a 42 3 cD Ci Phone: L, - c O^ lc, l L� This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat 14 Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): . Vehicular distance from nearest hydrant to the closest point of structure .3----6—ft. Area is served by (Water utility district): - %:..? .6 Owner /A en ig ure: �f lez-f--0-7/ ? eel-7.44Y Date: ....A.. PART B: (To be completed by water utility district) The proposed project is located within _ n Tt t.k L . t ( (City /County) The improvements required to upgrade the wat-r system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 1\1 ( (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 7 00 gpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. 1 hereby certify that the above information is true and correct. CO.ti r ,c � ice? /zs Agency /Phone 7 - 2Cf Z---f S-cfp7 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVA/L.DOC 6/5/96 SHORT PLAT NUMBER CITY OF TUKWILA, WASHINGTON Legal Description (Existing) TOTAL AREA: Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington; EXCEPT the North 175 feet of the West 89 feet of said Lot 6; AND EXCEPT the North 262 feet of said Lot 6 lying east of the West 89 feet thereof; (Also Known As Parcel "B ", City of Tukwila Boundary Line Ad- justment No. L98 -0030, recorded under Recording Number 9808251100). Legal Descriptions (Proposed) Lot 1: That portion of Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to the Plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: z HW. JO 00 Commencing at the Southwest Corner of said Lot 15; coo Thence N 01 °13'32 "E, along the West Line of said lot, a distance = w of 257.78 feet to the TRUE POINT OF BEGINNING; Thence continuing N 01 °13'32 "E a distance of 187.00 feet to w 0 intersect the South Line of the North 175 feet of said Lot 6; Thence S 87 °55'58 "E, along said South Line, a distance of 89.01 g , feet; u_Q Thence S 01 °13'32 "W, parallel with the West Line of said Lot 6, Da a distance of 87.01 feet; Thence S 87 °55'58 "E, parallel with the North Line of said Lot 6, a distance of 37.25 feet to the East Line of said Lot 6; z O; Thence S 01 °13'51 "W, along said East Line, a distance of 100.00 ?, feet; Thence N 87 °55'43 "W 126.25 feet to the POINT OF BEGINNING. oco =U That portion of Lot 15, Block 5, ADAMS HOME TRACTS, according u-0 to the plat thereof recorded in Volume 11 of Plats, page 31, 2: records of King County, Washington, described as follows: U O~ BEGINNING at the Southwest Corner of said Lot 15; z Thence N 01 °13'32 "E, along the West Line of said lot, 257.78 feet; Thence S 87 °55'43 "E 126.25 feet to the East Line of said lot; Thence S 01 °13'51 "W, along said East Line, 257.53 feet to the Southeast Corner of said lot; Thence N 88°02'38"W 126.22 feet to the POINT OF BEGINNING. Lot 2: NOTE: Turnaround Easement established with recording of City of Tukwila Boundary Line Adjustment Number L98 -0030 is deleted with the recording of this short plat and new location of said easement as shown on map page and described herein is established with the recording of this short plat. Page 3 of 5 • ., July 22. 1998 RE: Sewers to Popejoy property on S 146th St. TL #00400 -0625 & 00400 -0670 To Whom It My Concern: Sewers are available to the above referenced property either through construction of a Developers extension or a District extension. At the Commissioners meeting of July 21. 1998 the Board of Commissioners authorized the District staff and engineers to proceed with the design of a District sewer extension to construct sewers down S 146th St to be connected to an existing Manhole on 51st Ave S. rely, Dana Dick. Assistant Manager Val Vue Sewer District DD /kh P.O. BOX 68063 SEATTLE, WA 98168 14876 MILITARY ROAD SOUTH BETTY LUNZ MICHAEL J. WEST DAVID L. RUITER COMMISSIONERS T.J. MATELICH MANAGER 206/242-3236 TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: JOHN WAGNER ESCROW 11231 ROOSEVELT WAY NE SEATTLE, WA 98125 Attn: 2/1 Transnation No. : 3113637 Customer Reference: Escrow No. Seller Buye : Popejoy ower /7 : _. Gadzuk By For se is on this order call: (425) 46- 1583 1,800 -441 -7701 HARRY . DREL JACKIE K. LINCECUW, ERIN L. BERGERON or CHRIS SCURTI (FAX #(425) 646 -8576) SUPPLEMENTAL NO. 1 TO THE FIRST COMMITMENT ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. Effective date: January 19, 1999 SCHEDULE "B" Paragraph No. 7 is deleted. EXCEPT AS TO THE MATTERS REPORTED HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS N 0 T BEEN RE- EXAMINED. -- +SEND - -- HOD /j1 Copies have been sent to the following: REMAX EASTSIDE BROKERS 11711 SE 8TH ST, #101 BELLEVUE, WA 98005 Attn: 5/5 SHARON MANN / FE) 1 1, 9808251100 Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 BOUNDARY LINE ADJUSTMENT NUMBER IA - 6 0 30 Grantor(s): popejoy tim Last Name CITY OF TUKWILA, WASHINGTON Tim Popejoy Linda First Name Last Name First Name Additional grantors on page _ of document. If needed Grantee(s): The Public Assessor's Property Tax Parcel or Account Number(s): 004000 -0625 & 004000 -0670 Legal Descriptions: Before the Boundary Line Adjustment: PARCEL "A ": Lot 6, Block 5, ADAMS the plat thereof recorded in Volume records of King County, Washington. PARCEL "B ": Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington. After the Boundary Line Adjustment: HOME TRACTS, 11 of Plats, according to page 31, See Page Z of + Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this "M day of A,,..�t , 19 9 S . Chair, Short Subdivision Committee Page 1 of 4 COLE F9d $OO S 0338 .Wffl02 2NII w DO :EE:fl DOFF- S38085 9808251100 BOUNDARY LINE ADJUSTMENT NUMBER L -0 0 36 City of Tukwila, Washington Legal Descriptions: After the Boundary Line Adjustment: z w PARCEL "A ": 6 D 0 The North 262 feet of Lot 6, Block 5, ADAMS HOME TRACTS, coo', according to the plat thereof recorded in Volume 11 of w = Plats, page 31, records of Ring County, Washington; EXCEPT that portion of said Lot 6 lying west of the co LL East Line of the West 89 feet of said lot and south of w 0: the North 175 feet of said lot; _ g .7:J. SUBJECT TO and TOGETHER WITH an easement for ingress, LL <. egress and utilities over, under, along and across the 210 West 20 feet thereof. i- _; zI- I- 0 z t- 21 D Lots 6 and 15, Block 5, ADAMS HOME TRACTS, according to v N`. the plat thereof recorded in Volume 11 of Plats, page o 1' 31, records of Ring County, Washington; w w. EXCEPT the North 175 feet of the West 89 feet of said I t? Lot 6; - 0 AND EXCEPT the North 262 feet of said Lot 6 lying east iliz of the West 89 feet thereof; 0 SUBJECT TO and TOGETHER WITH an easement for ingress, i_ egress and utilities over, under, along and across the Z West 20 feet of the North 280 feet of said Lot 6 and a hammerhead turnaround easement described as follows: PARCEL "B ": BEGINNING at a point on the East Line of the West 20 feet of said Lot 6 on the South Line of the North 175 feet of said lot; Thence southeasterly on a curve to left with a radius of 20 feet, to a point of tangency on the South Line of the North 195 feet of said Lot 6; Thence east, parallel with the South Line of the North 175 feet of said lot, 45 feet, more or less, to a point on the East Line of the West 85 feet of said Lot 6; Thence southerly along said East Line 20 feet; Thence west, parallel to the South Line of the North 175 feet of said lot, 45 feet, more or less, to beginning of curve to left, the center of which being 20 feet south and 40 feet east, at right angles, to West Line of Lot 6; Thence southwesterly along said 20 foot radius curve to point of tangency on East Line of West 20 feet of said Lot 6, said point being TERMINUS of turnaround easement. Page 2. of - 9808251100 DECLARATION: AFFIDAVIT OF OWNERSHIP FOR BOUNDARY LINE ADJUSTMENT PGe 3 O # Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a boundary line adjustment. The undersigned further declare this boundary line adjustment to be the graphic representation of said boundary line adjustment and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we hay/ set o hands and seals. • Name: ��,� �_, �i __i�/�� Name: -ii Nam `t -1►.re `r Name: Name: Name: Name: STATE OF WASHINGTON County of King Name: e On this day personally appeared before me 77,1 4 /-7•1 "? G-73-2- to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that +rZ signed' the same asZiggiC free and voluntary act and deed, for the uses and purposes th ein mentioned. . GIVEN under my ViiiiNfAcial seal this ---/ day of J / 11 i ? ?'��'�ssip;�•.,0G� Signature: ��' % � 32c�rC -- c., N Ry '; S2 Name Name as commissioned: tip.-, f F II Iv y" "B/./C o : 2� Title: ,'111 Caj.; - 0 2 . . $ My appointmen expires: e -l7 — STATE OF.WAS HI Nt‘rtilfs County of King On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 19 Signature: Name as commissioned: Title: My appointment expires: z z re w .. UO cr w= w O, ga. u. ?. w 1-:. �O Z 1-. w uj 2o C.) to CI I- w W. H U II 5 w H =' z 9808251100 SURVEYOR CERTIFICATE: BLA No. L9%-0030 I certify that house and garage located on this map are based on survey performed under my direction in July, 1998, at the request of Sharon Mann. Access and utility Easement shown on this BLA to be established with reco ding of this BLA. Emmett C. Duo' b. 744-99 ,P.L.S. Cert. No. 17663 s. g 144.mi z48' ST 126.4' PLAT V 25,374SFf ti (� '8 V .43.1 rya • o �zul: Ik3 (,) F1 �W O Rs7D' �7 ..+ -mat a • .'� pp N'W\2) E. LINE OF W. 84' k 4r" :I V 8.1.114E of N. 175' POSED ?ENE E�PTIC TANK e. POOL 37.4'1‘ S. UNE OF W. 26V eXISTING (PLAT) ; 1 LoT LINE . ( NB• 53,030 SF?' 126.4' PLAT 5. 148Th Sr. O SO 100 150 1's =100' 1IH35, MECUMS 15756 Stzbred Blvd. S. A-41 ?1i- 1a,;11. 98188 (206) 243 -0427 Page * of 4 1 9004160364 Filed for Record at Request of NAME GRAFIPST ESCROW ADDRESS P.O. BOX 96030 CITY AND STATE BELLEVUE, WA 98009 -9638 WARRANTY FULFILLMENT DEED • SAFECOTITLE INSURANCE COMPANY TH% SPACE RESERVED FOR RECORDER'S use THE GRANTOR nadine NICK, as her separate estate, who acquired title as Nadine PopeJoy r• ) for and in consideration of ren Dollars and other good and valuable considerations In hand paid, conveys and warrants to Tim popejOY and Linda POPEJOY, lire?/ athe follnw:nl deseribed real estate, situated in the County of King . State of Q` Washington: Lot 6, Block 5, Adams Nome !.roots, Vol. 11, Pei ;e 31, King County, Washington Ara Su,! al .:133311 Tax 1.. .. ilr N7. t.) -rp(O This deed is given in fulfillment o1 that certain real estate contract between the parties hereto, dated December 15t h 19 80, and randitioned for the conveyance of the above described property. and the covenants of warranty herein con. rained shalt not apply to any title, int or encumbrance arising by. through or under the purchaser in said contract. and shall not apply to any taxes. assessments or other charges levied, assessed or becoming due subsequent to the date of said contract. t.aoise 'Tax paid under i1E625940 Dated -' 71 ''s -• .3 I . 19 ? . r (individual) (Individual) Ely 90/04/16 *0364 R RECD F 5.00 'RECFEE 2.00 CRSHSL * ** *7.00 (Presidents. =i3 By (Secretary) , BTAT£AF* r._ s toUNTY'OIFe r STATE OF WASHINGTON t ss' COUNTY OF ( ss. • On this day pers6lfalljl ipl ti before me On this day of • 1 y1 AcfJ : 's � Nadine 1:; . Nick 19 _, before me, the undersigned, a Notary Public in and 1 ' •�' for the State of Washington. duly commissioned and sworn. •to ern krio�ivnifay� vldual described In and who ,{r•.� personel{y eDPened , executed the within going Instrument. and acknowt• edged ihet �3 and signed th'd'{iii*l ' her to to me known to be the President free and voluntary act and decd, 101 the uses and purposes and Secretary. respectively, 01 therein mentioned. G EN under my hand ggd official seal this _ •15 day of • sir 19 Notary Pu at cift3nd for the State 01 eattle hingten, residing tt•saanatuvs the corporation that executed the foregoing Instrument, and acknowledged the said instrument to be the free and velum tary act and deed of said corporation, for the uses and pus• poses therein mentioned, and on oath stated that authorized to execute the said Instrument and that the seat affixed is the corporate seal of told corporation. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at 0 • _i- k Z 00 CAW. W= J 1—. (0 11„, Wr W 4' D. a = - W 1— O z1 11J 'Li U0. 0 1— WW. 1— U' W Z; U= 0 1—: z 9306151744 QUIT CLAIM DEED STATUTORY FORM george nick tim popejoy linda popejoy County of .... _King Stata of __Washiagtrin all interest in tho following described Real Estate: r Property Tax Account Number: 004000067001 Lot 15 Block 5 , Adams Home Tracts situated in tho County of King, Stalls of Washington. Dated this 7. h day of .'tune NOTARY ACkliOWLEDGMEaNT IINDIVIDUAI. ACKNOWLEDGMENT' Notary Public Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 BOUNDARY LINE ADJUSTMENT NUMBER Lq - 0030 CITY OF TUKWILA, WASHINGTON Grantorts): PoPeJoY TIN Popej oy Last Name First Name Last Name Additional grantors on page of document. It needed Linda First Name Grantee(s): The Public Assessor's Properly Tax Parcel or Account Number(s): 004000-0625 5 004000-0670 Legal Descriptions: Before the Boundary Line Adjustment: PARCEL "AN: Lot 6, Block 5, ADAMS HON E TRACTS, the plat thereof recorded in Volume 11 of Plata, records of King County, Washington. PARCEL ND!: Lot 15, Block 5, ADAMS Bo= mums, the plat thereof recorded in Volume 11 of Plats, records of Ring County, Washington. After the Boundary Line Adjustment: Sae Page Z of 4- according to page 31, according to page 31, Reviewed and approved by the Short Subdivision Committee and hereby certified for Ming this It, " day of AwejwY , 19. Chair, Short Subdivision Committee Page 1 of CrLE I3d KV SM331 /JIM SRN IN 0:181Zill ONI-CRION BOUNDARY LINE ADJUSTMENT NUMBER L" - 0 0 36 City of Tukwila, Washington Legal Descriptions: After the Boundary Line Adjustment: PARCEL "A ": The North 262 feet of Lot 6, &look S, ADAMS ROM TmCTE, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of Ring County, Washington; EXCEPT that portion of said Lot 6 lying west of the East Line of the West 89 feet of said lot and south of the North 175 feet of said lot; SUBJECT TO. and TOGETHER WITR an easement for ingress, egress and utilities over, under, along and across the West 20 feet thereof. PARCEL "B ": Lots 6 and 15, Block 5, ADAMS HONE TRACTS, according to the plat thereof recorded in Volume 11 of Plata, page 31, records of Ring County, Washington; EXCEPT the North 175 feet of the West 89 feet of said Lot 6; AND EXCEPT the North 262 feet of said Lot 6 lying east of the West 89 feet thereof; SUBJECT TO and TOGETHER WITH an easement for ingress, C egress and utilities over, under, along and across the West 20 feet of the North 280 feet of said Lot 6 and a ..� hammerhead turnaround easement described as follows: v♦ BEGINNING at a point on the East Line n' the Neat 20 Sgfeet of said Lot 6 on the South Line of the North 175 O feet of said lot; CID Thence southeasterly on a curve to left with a radius 01 of 20 feet, to a point of tangency on the South Line of the North 195 feet of said Lot 6; Thence east, parallel with the South Line of the North 175 feet of said lot, 45 feet, more or less, to a point an the East Line of the West 85 feet of said Lot 6; Thane southerly along said East Line 20 feet; Thence west, parallel to the South Line of the North 175 . feet of said lot, 45 feet, more or less, to beginning of curve to loft, the center of which being 20 feet south and 40 feet east, at right angles, to West Line of Lot 6; Thence southwesterly along said 20 foot radius curve to point of tangency on East Line of West 20 feet of said Lot 6, said point being TERMINUS of turnaround easement. • Page Z of 4 25 x 1 9808251100 DECLARATION: AFFIDAVIT OF OWNERSHIP FOR BOUNDARY LINE ADJUSTMENT Pli1se i OF if Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a boundary Tine adjustment. The undersigned further declare this boundary line adjustment to be the graphic representation of said boundary line adjustment and the same is made with the free consent and In accordance with the desire of the owner(s). In witness who we h set • hands and seals. i Name: _ Name: ale& ��. Name: Name: Name: Name: Name: STATE OF WASHINGTON County of King i On this day personally appeared before me %n .4i4 o 2TPfie QTo% to me known to be the Individual described In and who executed the within and foreng instn ment, and acknowledge that uses and purposes tlro(ain menboned. GIVEN under ft* my�a�t j�A 1a, seal this 2L day of -1 u -� , 19 ? ',a►al '•. GZr� Sgnature: • Atay `: O ■ Name u commissioned: • aAt e!: _ Title: n�IR.+ �F . `rr�ge ; 0! . My .PPoin expires: —�7 — G''2- t�,N1= STATE OF WASHINGT1ON County of King signed the same asZZaik: free and voluntary act and dead, for the On this day personally appeared before me to me known to be the individual described in and who executed the within and tangoing instrument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein rnentloned. GIVEN under my hand and official seal this day of 19 Signature: Name as commissioned: Title: My appointment expires: 25X L re 2 6 JU: U 0 NO W = 1-, to u_ W 0: J u -< I-�, _ W, Z 0 Z uj moD" ; ,O • —i W W W Z. U N�. O Z 9808251100 SURVEYOR CERTIPICATE: BLA No. 1- ig•00-S0 I certify that house and garage located on this map are based on survey performed under my direction in July, 1998, at the request of Sharon Mann. Access and utility Easement shown on this BLA to be established with reco ingCof this BLA. Emmett C.� ,P.L.S. Cert. No. 17663 S. f 240 ST • t 174,4' PLAT woo 25,3745F± r qt• r ti PI .. Aj$ P41w m's g :.,4 rii r� !7c! R-w�cwua ( LOT' LINE • 44+. ey 4 53,0303Ft Y1 MM 4 A Blo 4 I26.4' PLAT S. 4 Man sr. 4 A • UMW: ■SEPT%"MK eve ?COL v a. UM[ of N. 17S' Lift UNE &Nag OF N. XX o so Ku 150 1"0100S DNB, LI£NRELIIIR3 1555 anal Hid 8. A•41 71IeDa, leak 6) 20-0477 20-0477 MI (3G Page 4 of 4 - • 25 x 9809151316 agreement to grant easement .11 Reference Numbest° of Documents wiped or released: (on page of drcuments4)) Grantor(*) (Lad name fim. then first name tad initials) TRANSNATION TITLE INSURANCE CO 5 Additional names on pap of document. Grantee(s) (Lau name first. then first name and initials) 2' Linda popejoy tim popejoy dann knollmeyer regina knollmeyer 5. Additional names on page of document. 0040000625 1 Legal dacriptios (abbreviated: i.e. la block. plat or,section. lowNhip. =pi ru acaa y WI (a 8 loc..K. 5. ... rns ticarN‘z. Ira.e..t.S s$ ■.- Additional legal is on page .3 of domunent. m 614011 •••• ••••••••••••••••••••••• •••••••■••••••••••••••••••••••••••■••••••••••• Assessor.* Property Tea Parcel/Aceount Number Opt, COO - 06a5-C7 •Additional legal is on page of document . S 3 The Auditor/Recorder will rely on the Informetlon provided on the fora The staff will not read the 11 document to verify the accuracy or completeness of the Weeks( information provided herein. For 72654 WASUINGTON STATE COUNTY AUDITOWRICORDSA'S INDEXING IFORM (Cow MAW EXCISE TAX aVir. OT " D • •• • • '-'4•.•••:'%•..:i■-•• • .25X ,•■••-•••••••,* 7: • • AGREEMENT TO GRANT EASEMENT DANNY M. KNOLLMEYER and REGINA KNOLLMEYER (hereinafter `the Knollmeyers") and TIM 1. POPEJOY and LINDA L. POPEJOY (hereinafter 'the Popejoy's ") hereby enter into the following agreement: 1. The Knollmeyers hereby agree to grant the Popejoys an easement, as set forth in the unsigned easement deed hereto, if and only if the Popejoys sell Lot B ( which is legally described as attached hereto) and the Popejoys' buyer for lot B requires as a condition of closing an additional easement to mat the requirements of the City of Tukwila, beyond that already reserved by the Popejoys in the legal description for Lot A which is also attached hereto) for ingress and egress and utility dedication, with the width of said additional easement to be only as wide as required by the City of Tukwila, up to a maximum of an additional 20 feet for a tool easement of40 feet. 2. In exchange for said easement deed, the Popejoys agree that the cost of removal of the garage presently existing on the easement area described in the attached easement deed shall be borne entirely by the Popejoys and/or new owner and no costs shall be borne by the Knollmeyers. 3. The execution and delivery of said easement deed is contingent upon Knollmeyers receiving a maximum of 55,000 at the time of closing of sale Lot B . All processing and recording costs incurred by the Knollmeyers as required by the Knollmeyers' lender in granting approval of said easement shall be paid by the Knollmeyers up to $300, with any excess paid by the Popejoys with cost not to exceed 5300 to the Popejoys. Dated this 11th day of September , 1998. l't DANNY KN0 L R wK r GA KNOLLMEYER / LINDA L. POPEJOY STATE OF WASHINGTON COUNTY OF KENO • on this 1lthdy or September , 1998. persons* appeared betas arc DANNY M. it REGINA KNOLLMEYER sod TIM L And LINDA L. POPFJOY, to me known to he those irthisidu4 dearnbod in and who exavted the within and f uwrumeat, and adwerkdyed that they signed the stone as their free and voluntaly N lip- Pi's tttrleio mentioned. SE I IVLiN tealthis jj�dryof �ptember ,1998. Notary Public is and for the State of Washington. raiding at C ��t i le% tteley �Cli tti, Kor Ny commission expires 1.,I -o2. 25 x 9809151316 BOUNDARY LIRE ADJUSTREPT NUMBER City of Tukwila, Washington Legal Descriptions: After the Boundary Lino Adjustment: PARCEL "A": The North 262 feet of Lot 6, Block 5, ADAMS NOME TRACT, according to the plat thereof recorded in Volume 11 of Plats, ;ago 31, records of Xing County, Washington; EXCXPT that portion of said Lot 6 lying west of the East Lino of the Vest 89 feet of said lot and south of the North 175 feet of said lot; SUBJECT TO and TOGETEZX WITS an easement for ingress, egress and utilities over, under, along and across the West 20 feet thereof. PAR= Lots 6 and 15, Block 5, ADAMS SOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats Peg* 31, records of Ring County, Waohington; EXCEPT the North 175 feet of the West 89 feet of said Lot 6; AND EXCEPT the North 262 feet of said Lot 6 lying east of the West 89 feet thereof; SUBJECT TO and TOGETSER MB an easement fax ingress, agrees and utilities over, under, along end across the West 20 feet of the North 280 feet of said Lot 6 and a hammerhead turnaround easement described as follows: BECiNNIMC at a point an the East Line of the West 20 feet of said Lot 6 on the South Line of the North 175 feet of said lot; 'Thence southeasterly on a curve to left with • radius of 20 feet, to a point of tangency on the South Line of the Worth 195 feet of said Lot 6t Thence nest, parallel with the South Line of the North 175 fast of said lot, 45 feet, nors or less, to a point on the East Line of the West 85 feet of said Lot 6; Thence southerly along said Bast Line 20 feet; Thence west, parallel to the South Lino of the North 175 feet of said lot, 45 feat, more or less, to beginning of curve to left, the center of which being 20 feet south fOd 40 feet oast, at right angles, to West Lino of Lot 6; Thence southwesterly along said 20 foot radius curve to point of tangency on East Line of West 20 feet of said Lot 6, said point being TINNIMOS 01 turnaround easement. Page I. of 4- \,. 9107300286 AFTER RECORDING, RETURN TO: PHOENIX MORTGAGE L INVESTMENT, P.O. BOX C97013 LYNNWOOD, WA 98046.9713 Loan No. 5000380 RECEIVED THIS DAY For Recording Dotal DEED OF TRUST THIS DEED OF TRUST ('Security Instrument") is made on J U L Y 23 19 91 . The grantor is TIM POPEJOY AND LINDA POPEJOY, HUSBAND AND VI FE ('Borrower'). The trustee is CHICAGO TITLE INSURANCE COMPANY ('Trustee'). The beneficiary is PHOENIX MORTGAGE L INVESTMENT, INC., A WASHINGTON CORPORATION , which is organized and existing • C undcr the laws of THE STATE OF WASHINGTON , and whose address is 3500 188114 STREET S.W., LYNNW00D, WA 98031 ('LCnder'). Borrower owes Lender the principal sum of O X E HUNDRED SIX THOUSAND AIM N 0 / 1 0 0 CD Dollars (U.S. $ 106,000.00 ). This debt is evidenced by Borrower's note co dated the same date as this Security Instrument ('Note'), which provides for monthly payments, with the full debt, if not paid earlier, due and payable on AUGUST 1. 2021 This Security Instrument secures to Lender. (a) the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note; (b) thc payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and the Notc. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property Located in KING COUNTY County, Washington. d CG LOT 6, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 Of PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. which has the address of 4811 SOUTH 146TH STREET SEATTLE [Smell (Gly) Washington 911168 ('Property Address'); (Zip gel TOGETHER WITH all the improvements now or hereafter erected on thc property, and all casements, appurtenances, and fixtures now or hereafter a part of the properly. All replacements and additions shall also be covered by this Security Instrument. All of thc foregoing is referred to in this Security Instrument as thc 'Property.' BORROWER COVENANTS that Deflower is lawfully seised of thc estate hereby conveyed and bas the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and nonuniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. WASHINGTON - Single Family— FNMA /FHLMC UNIFORM INSTRUMENT PM661 /0I (pose 1 of Spam) FORM3040 9/00 ui VIS 0 co 0: U)UJ W CO 1111 LL'. LL 4( _„„ I— Z Z �. UJ 'O N = lL 1— Uf � O'I z W O z Loan No. 5000390 UNIFORM COVENANTS. Borrower and Lcndcr covenant and agrec as follows: 1. Payment of Principal and Interest; Prepayment and Late Charges. Borrowcr shall promptly pay whcn due thc principal of and interest on the debt evidenced by the Notc and any prepayment and late charges due under the Note. 2: Funds for Tuxes and Insurance. Subject to applicable law or to a written waiver by Lender, Borrowcr shall pay to Lender on the day monthly payments arc due under the Notc, until thc Notc is paid in full, a sum ('Funds') for: (a) yearly taxes and assessmcnts which may attain priority over this Security Instrument as a lien on the Property (b) yearly leasehold paymcnts or ground rcnts on the Property, irony; (c) ycarly hazard or property insurance premiums; (d) yearly flood insuranc premiums, if any (e) yearly mortgage insurance premiums, if any and (1) any sums payable by Borrower to Lender, in accordancc Kith the provisions of paragraph 8, in Iicu of the payment of mortgage insuranc premiums. Thcsc items arc called 'Escrow Items.' Lcndcr may, at any timc, collect and hold Funds in an amount not to exceed the maximum amount for a lender for a federally rclatcd mortgage loan may require for Borrower's escrow account under the federal Real Estate Settlement Proccdures Act of 1974 as amended from time to time, 12 U.S.C. § 2401 et seq. ('RESPA'), unless another law that applies to thc Funds sets a lesser amount. If so, Lender may, at any time, collect and hold Funds in an amount not to carnal thc lesser amount. Lcndcr may estimate the amount of Funds due on thc basis of curtail data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with applicable law. The Funds shall be held in un institution whose deposit. arc insured by a federal agency, instrumentality, or entity (including Lender if Lender is such or: institution) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay thc Escrow Items. Lcndcr may not charge Borrower for holding and applying the Funds, annually analyzing thc escrow account, or verifying the Escrow Bons, unless Lcndcr pays Borrowcr interest on the Funds and applicable law permits Lcndcr to make such a charge. However, Lcndcr may require Borrower to pay a onetime charge for an independent real estate tax reporting service used by Lcndcr in connedion with this loan, unless applicable law provides otherwise. Unless an agreement is mudc or applicable law rcquircs interest to be paid, Lender shall no be required to pay Borrowcr any interest or earnings on thc Funds. Borrower and Lender may agree in writing, however, that interest shall be paid on the Funds. Lcndcr shall givc to Borrowcr, without charge, an annual accounting of the Funds showing credits and debits to the Funds and the purpose for which each debit to the Funds was madc. The Funds arc pledged as additional security for the sums sccurcd by this Security Instrument. If flu Funds held by Lcndcr cxceed the amounts permitted to be held by applicable law, Lcndcr shall account to Borrower for thc excess Funds in accordancc with thc requirements of applicable law. If the amount of the Funds held by Lcndcr at any time is not sufficicnt to pay the Escrow hems when due, Lender may so notify Borrower in writing, and, in such ease Borrowcr shall pay to Lcndcr the amount necessary to make up the deficiency. Borrowcr shall make up the duticicncy in no more than twelve monthly payments, at Lender's solo discretion. Upon payment in full of all sums scoured by this Security Instrument , Leader shall promptly refund to Borrowcr any Funds held by Lender. If ,undcr paragraph 21, Lcndcr shall acquire or sell the Property, Lender , prior to the acquisition or sale of the Property, shall apply any funds held by Lcndcr at the timc of acquisition or sale as a credit against the sums sccurcd by this Sacurdy Instrument. M 3. Application of Payments. Unless applicable law provides otherwise, all payments rcccived by Lcndcr undcr 1• paragraphs 1 and 2 shall bc applied: first, to any prepayment charges due under the Note; second, to amounts Payable 0 under paragraph 2; third, to interest duc; fourth, to principal duc; and last, to any late charges duc under thc Note. •Q.) 4. Charges; Liens. Borrowcr shall pay all taxcs, assessments, charges, fines and impositions attributable to the Property which may attain priority over this Sccurity Instrument, and leasehold payments or ground rents, if any. Borrowcr shall pay these obligations in the manncr provided in paragraph 2, or if not paid in that manner, Borrowcr shall pay them on time directly to the person owcd payment. Borrowcr shall promptly furnish to Lcndcr all notices of amounts to be paid under this paragraph. If Borrowcr makes these payments directly, Borrower shall promptly furnish to Lender receipts evidencing thc payments. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrowcr: (a) agrees in writing to thc payment of thc obligation sccurcd by the lien in a manner acceptable to Lender, (o) contests in good faith the lien by, or defends against enforcement of thc lien in, legal proceedings which in the Lender's opinion operate to prevent thc enforcement of thc lien; or (c) sccures from thc holder of the lien an agreement satisfactory to Lcndcr subordinating thc lien to this Sccurity Instrument. ((Under determines that any part of the Pro arty is subjcct to a lien which may attain priority ovcr this Sccurity Instrument, Lcndcr may givc Borrowcr a notice identifying the Iicn. Burrower shalt satisfy the lien or take ono or more of the actions set forth above within 10 days of the giving of notice. 5. Iluzard Insurance. Borrowcr shall keep the improvements now existing or hereafter crated on the Property insured against loss by firc, hazards included within the term 'extended covcragc' and any other hazards, including floods or flooding, for which Lcndcr requires insurance. This insurancc shall be maintained in thc amounts and for thc periods that Lcndcr requires. The insurance carricr providing the insurance shall be chosen by borrower subject to Lender's approval which shall not in unrcasonably withhold. If Borrowcr fails to maintain covcragc described above, Lender may, at Lender's option, obtain covcragc to protcd Lcndcr's rights in the Property in accordancc with paragraph 7. All insurancc policies and renewals shall be acceptable to Lcndcr and shall include a standard mortgage clause. Lcndcr shall have the right to hold thc policies and renewals. If Lcndcr requires, Borrowcr shall promptly givc to Lender all receipts of paid premiums and renewal notices. In the event of loss, Borrowcr shall give prompt notice to the insurancc carrier and Lcndcr. Lcndcr may makc proof of loss if not madc promptly by Borrowcr. Unlcss Lender and Burrowcr otherwise agree in writing, any application of procccds to principal shall not cxtcnd or postpone the duc date of the monthly payments referred to on paragraphs 1 and 2 or change the amount of the payments. If undcr paragraph 21 the Property is acquired by Lender, Borrower's rights to any insurancc policies and proceeds resulting from damage to the Property prior to the acquisition shall pass to Lcndcr to the extent of the sums sccurcd by this Security Instrument immediately prior to the acquisition. 4. Occupancy, Preservation, Maintenance and Protection of the Proper*); Borrower's Loan Application; Leaseholds. Borrowcr shall occupy, establish, and use the Property as Borrower's principal residence within sixty days after the execution of this Sccurity Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after thc date of occupancy, unless Lcndcr otherwise agrces in writing, which consent shall not bc unrcastrnably withheld, or unless extenuating circumstances exist which arc beyond Borrower's control. Borrowcr shell not destroy, damage or impair the Property, allow the Property to deteriorate, or commit waste on the Property. Borrowcr shall be in default if any forfeiture action or proceeding, whether civil or criminal, is begun that in Lcnder's good faith judgment could result in forfciturc of the Property or otherwise materially impair the Iicn created by this Security Instrument or Lender's security interest. Borrowcr shall also be in default if Borrowcr, during the loan application process, gave materially false or inaccurate information or statements to Lcndcr (or failed to provide Lcndcr with any material information) in connection with the loan c'.idenced by thc Note, including, but not limited to, representations concerning Burruwer's occupancy of the Property as a principal residence. If this Security Instrument is on a leasehold, Borrowcr shall comply with all the provisions of the ]case. If Burrowcr acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lcndcr agrees to the merger in waiting. WASHINGTON - SinOle Family- Fannin Moo /Freddlo Mao UNIFORM INSTRUMENT PM61•1/9t plasc 2 of wage) FORM 304s 9 /90 . ', Loan No. 5000380 7. Protection of Lender's Rights In the Property. If Borrower fails to perform thc covenants and aarccmcnts contained in this Sccurity Instrument, or there is a Icgal rocecding that may significantly affcct Lcndcr's rights in the Property (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture or to enforce Taws or regulations), then Lender may do and pay for whatever is necessary to protect the valuc of the Property and Lcndcr's rights in thc Property. Lender's actions may include paying any sums sccurcd by a lien which has priority over this Sccurity Instrumcnt, appearing in court, paying reasonable attorneys' fees and entering on the Properly w make repairs. Although Lender may take action under this paragraph 7, Lendcr does not have to do so. Any amounts disbursed by Lender under this paragraph 7 shall become additional debt of Borrower sccurcd by this Security Instrumcnt. Unlcss Borrowcr and Lcndcr agrcc to othcr tcrms of payment, thcsc amounts shall bear interest from the date of disbursement at thc Notc rate and shall be paya'rle, with interest, upon notice from Lcndcr to Borrower requesting payment. S. Mortgage Insurance. If Lcndcr required mortgage insurance as a condition of making thc loan secured by this Security Instrument, Borrower shall pay the premiums required to maintain the mortgagc insurancc in cffcct. If, for any reason, the mortgage insurance coverage required by Lender lapses or ceases to be in effect, Borrower shall pay the premiums rcquircd to obtain covcragc substantially cquivalcnt to the mortgagc insurancc prcviously in cffcct, at a cost substantially cquivalcnt to the cost to Borrower of thc mortgagc assurance prcviously in effect, from an altercate mortgage insurer approved by Lcndcr. If substantially cquivalcnt mortgage insurance coverage is not available, Borrowcr shall pay to Lcndcr each month a sum equal to one•lwcIfth of the yearly mortgage assurance premium being paid by Borrower when the insurance coverage lapsed or ceased to bc in cffcct. Lcndcr wdl accept, use and retain these payments as a loss reserve in lieu of mortgagc insurancc. Loss rcscrvc payments may no longer be required, al thc option of Lcndcr, if mortgage insurancc covcragc (in thc amount and for the period that Lender requires) provided by an insurer approved by Lender again becomes available and is obtained. Borrowcr shall pay the premiums rcquircd to maintain mortgagc insurance in effect, or to provide a Loss reserve, until thc requirement for mortgagc insurancc ends in accordance with any written agreement between Borrowcr and Lendcr or applicable law. 9. Inspection. Lender or its agcnt may makc reasonable entries upon and inspections of the Property. Lender shall give Borrowcr noticc at thc timc of or prior to an inspcction specifying reasonable cause for the inspection. 10. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or othcr taking of any part of thc Property, or for conveyance in lieu of condemnation, arc hcrcby assigncd and shall bc paid to Lender. in thc event of a total taking oldie Property, the procccds shall be applied to the sums secured by This Security 6 Instrument, whcthcr or not thcn due, with any excess paid to Borrower. In the event of a partial taking of the Property in G� which the fair market value of the Properly immediately before thc taking is equal to or greater than the amount of the CV sums sccurcd by this Security Instrument immediately before the taking, unless Borrower and Lcndcr otherwise agrcc in to writing, the sums fraction: (a) the total amount tof Instrument thc ums secured immcdiatcly thc bc[oaa the of taking, proceeds ivided by (b) multiplied he fair market tivaluc of the Properly immediately before the taking. Any balance shall be paid to Borrowcr. In thc event of a partial taking of the Properly in which the fair markct value of the Property immcdiatcly before the taking is Icss than the amount of the sums secured immcdiatcly before the taking, unless Borrowcr and Lcnder otherwise agrcc in writing or unless Q7 applicable law otherwise provides, the procecds shall bc applied to the sums secured by this Sccurity Instrument whcthcr or not the sums arc thcn duc. If the Property is abandoned by Borrower, or if, aftcr noticc by Lcndcr to Borrower that thc condemnor offers to make an award or settle a claim for damages, Borrowcr fails to respond to Lender within 30 days aftcr the date thc noticc is given, Lcndcr is authorized to collect and apply the procccds, at its option, tither to restoration or repair of the Property or to the sums secured by this Sccurity Instrument, whcthcr or not thcn duc. Unless Lcndcr and Borrowcr otherwise agrcc in writing, any application of proceeds to principal shall not extend or postpone thc duc date of thc monthly payments rcfcrrcd to an paragraphs 1 and 2 or change the amount dutch payments. 11. Borrower Not Released; Forbearance By Lender Nat a Waiver. Extcnsion of the timc for paymcnt or modification or amortization of thc sums sccurcd by this Sccurity Instrument granted by Lcndcr to any successor in interest or Burrower shall not operatc to rcicasc the liability of the original Borrower or Borrower's successors in intcrest. Lcndcr shall not bc required to commence proceedings against any successor in interest or refuse to extend time for paymcnt or otherwise modify amortization of the sums sccurcd by this Sccurity Instrumcnt by reason of demand madc by the original Borrower or Borrower's successors in interest. Any forbearance by Lcndcr in exercising any right or rcmcdy shall not bc a waiver of or preclude thc exercise of any right or remedy. 12. Successors and Assigns hound; hint and Scvernl Llubilit); Co-Signers. The covcnants and agreements of this Security Instrument shall bind and benefit thc successors and assigns of Lender and Borrowcr, subject to thc provisions of paragraph 17. Borrower's covcnants and agreements shall bc joint and several. Any Borrowcr who co-signs this Security Instrument but does not execute the Note: (a) is co- signing this Sccurity Instrument only to mortgagc, grant and convcy that Borrower's interest in the Property under the terms of this Sccurity Instrument; (b) is not personally obligated to pay the sums secured by this Sccurity Instrumcnt; and (c) agrees that Lcndcr and any othcr Borrower may agrcc to extend, modify, forbear or makc any accommodations with rcgard to thc tcrms of this Sccurity Instrument or the Notc without that Borrower's consent. 13. Loon Charges. If thc loan secured by this Sccurity Instrument is subjcct to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to bc collected in connection with the loan exceed the permitted limits, then: (a) any such loan charge shall bc reduced by the amount necessary to reduce thc charge to the permitted limb; and (b) any sums already collected from Borrowcr which exceeded permitted limits will be refunded to Borrower. Lcndcr may choose to makc this refund by rcducing the principal owcd under the Notc or by making a direct paymcnt to Borrowcr. If a refund rcduccs the principal, the reduction will bc treated as a partial prepayment without any prepayment charge under the Notc. 14. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method. The notice shall be directed to the Property Address or any othcr address Borrowcr designates by noticc to Lender. Any noticc to Lender shall be given by first class mail to Lender's address stated herein or any other address Lcndcr designates by noticc to Borrowcr. Any notice provided for in this Sccurity Instrument shall bc deemed to have been givcn to Borrowcr or Lender when given as provided m this paragraph. 15. Governing Low; Severublllly. This Security Instrument shall bc governed by federal law and the law of the jurisdiction in which thc Property is located. In the event that any provision or clause of this Sccurity Instrument or the Note conflicts with applicable law, such conflict shall not affect othcr provisions of this Sccurity Instrument or the Note which can be given cffcct without the conflicting provision. To this end the provisions of this Sccurity Instrumcnt and the Nute arc declared to Ica severable. 16. Ilorrowcr's Copy. Dorrowcr shall be given one conformed copy of the Notc and of this Security Instrument. WASHINGTON —Singlo Family— Fannie Mae/Riddle Mee UNIFORM INSTRUMENT PM61.1/91 ;page J o/J page) FORM 3018 9/a0 .,...., .i J Loan No. 5000380 17. Transfer of the Property or u Beneficial Interest in Borrower. If all or any part of the Property or any interest in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written consent, Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lcndcr if exercise is prohibited by federal law as of thc date of this Security Instrument. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of net Icss Than 30 days from the date the notice is delivered or mailed within which Borrower must pay all sums secured by this Security instrument. If Borrower fails to pay these sums prior to thc expiration of this period, Lender may invoke any remedies permitted by this Security instrument without further notice or demand on Borrower. 18. Borrower's Right to Reinstnte. if Borrower meets certain conditions, Borrower shall have the right to have enforcement of This Security Instrument discontinued at any time prior to the earlier of: (a) 5 days (or such other period as applicable law may specify for reinstatement) before sale of the Properly pursuant to any power of sale contained in this ain Security instrument; or (b) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower. (a) pays Lender all sums which then would be due under this Security Instrument and the Note as lino acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security instrument, including, but not limited to, reasonable attorneys' fees; and (d) takes such action as Lender may reasonably require to assure that the Iicn of this Security Instrument, Lender's rights in the Property and Borrower's obligation to pay the sums secured by this Security Instrument shall continue unchanged. Upon reinstatement by Borrower, this Security Instrument and the obligations secured hereby shall remain fully effective as if no acccicration had occurred. However, this right to reinstate shall not apply in the case of acceleration under paragraph 17. 19. Sale of Note; Change of Loan Servicer. The Note or a partial interest in the Note (together with this Security Instrument) may be sold one or more times without prior notice to Borrower. A sale may result in a change in the entity (known as the 'Loan Scrvicer') that collects monthly payments due under the Note and this Security Instrument There also may be one or more changes of the Loan Seri/jeer unrelated to a salt of the Note. If there is a charge of the Loan Scrvicer, Borrower will be given written notice of the change in accordance with paragraph 14 above and applicable law. Thc notice will state the name and address of the new Loan Scrviccr and the address to which payments should be made. The notice will also contain any other inforrnation required by applicable law. 20. Hazardous Substances. Borrower shall not cause or permit the presence, use, disposal, storage or release of any Hazardous Substances on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting Sthe Property that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, tU use, or storage on thc Property of small quantities of Hazardous Substances that arc generally recognised to be appropriate p to normal residential uses and to maintenance of the Property. Borrower shall promptly give Lcndcr written notice of any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental r'•••• Law of which Borrower has actual knowledge. if Borrower learns, or is notified by any governmental or regulatory - authority, that any removal or other remediation of any Hazardous Substance affecting thc Property is accessary, Borrower p shall promptly take all necessary remedial actions in accordance with Ensironmental Law. As used in this paragraph 20, 'Hazardous Substances' ate those substances defined as toxic or hazardous substances by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volutile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph 20, 'Environmental Law means federal laws and laws of the jurisdiction where the Property is located that relate to health, safely or environmental protection. NON•UNIGORhi COVENANTS. Borrower and Lender further covenant and agree as follows: 21. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Horrower's breach deny covenant or agreement In lids Security Instrument (but not prior to acceleration under paragraph 17 unless uppllcuble law provides otherwise). The notice shell specify: (a) the default; (b) the action required to cure the default; (c) u date, not less than 30 days from the dale the notice is given to Borrower, by which the defuult must be cured; and (d) that failure to air the default on or before the date specified to the notice may result In acceleration of the sums secured by this Security Instrument and sale of the Properly at public auction of a dute not Ids than 120 days is the future. The notice shall further Inform Borrower of the right to reinstate after acceleration, the tight to bring a court uctlon to assert the non.exlstence of u default or any other defense of Borrower to acceleration and sale, and any other mutters required to be Included In the notice by applicable law. if the default Is not cured on or before the date specified in the notice, Lender ut Its option may require Immediate payment In full of all sums seared by this Security Instrument without further demand and may invoke the power of sale and nny other remedies permitted by applicable law. Lender shall be entitled to collect all expenses incurred In put-suing the remedies provided In this paragraph 21, Including, but nut limited to, reasonable attorneys' fees and costs orinUk evidence. If f.endLT Invokes the power or sule, Lender shull give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regardlog notice of sale and shall give such notices to Borrower uad to other persons is applicable law may require. After the time required by applicable luw and utter publication of the notice of sole, Trustee, without demand on Borrower, shall sell the Property ut public auction to the highest bidder ut the time and place and under the terms designated In the notice of sole in one or mom parcels and In uny urderTrustee determines. Trustee may postpone sale of the Properly for a period or periods permitted by upplicable law by public announcement of the lime and place fixed In the notice of sale. Lender or Its designee may purchusc the Property at nny sale. Trustee stall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warruoty, expressed or implied. The recitals In the Trustee's deed shall be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale In the following order. (a) to all expenses (lithe sale, Including, but not limped lo, reasonable ultorneys' fees; (b) to all sums secured by this Security Instrument; and (e) uny excess to the person or persons Iegully entitled to It or to the clerk of the superior court of the county In which the sole took plus. 22. Reconveyunce. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustcc to rcconvey the Property and shall surrender this Security Instrument and all notes evidencing dcbt secured by this Security Autrumcnt to Trustee. Trustee shall rcconvcy the Property without warranty and without charge to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs. 23. Substitute Trustee. In accordance with applicable law, Lender muy from time to time appoint a successor trustee any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to all the title, power and duties conferred upon Trustee herein and by applicable law. 24. Use of Properly. Thc Property is not used principally for agricultural or farming purposes. WASHINGTON — Single Family— Fannie Mar /Fteddle Mac UNIFORM INSTRUMENT PM&1.1/91 !pare o /Spages) FORM 3045 9/90 LoanNo. 5000380 2S. Riders to this Security Instrument. If one or more riders are executed by Borrower and recorded together with this Security Instrument, the covenants and ogreements of each such rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the tider(s) were a part of this Security Instrument. (Check applicable box(es)1 ❑ Adjustable Rate Rider ❑ Condominium Rider ❑ 1 -- 4 Family Rider ❑ Graduated Payment Rider ❑ Planned Unit Development Rider ❑ Biweekly Payment Rider ❑ Balloon Rider ❑ Rate Improvement Rider ❑ Second Home Rider ❑ Other(s) (specify) BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any rider(a) executed by Borrower and recorded with it. STATE OF WASHINGTON County of Doan Woo Ilga Una FarAcknawtedprell }SS: On this day personally appeared before me TIN 1. POPEJOT AND LINDA L. POPEJOT to me known to be the individual (a) described in and who executed the within and foregoing instrument, and acknowledged that THEY signed the same as T H E t a free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this QTARr day of Notary Public in for tLc Stam of Washington g at My appointment expires on f -0.1-?.. S/ WASHINGTON - Sings Family— Fannie Mesa /Freddie Mao UNIFORM INSTRUMENT PMBt4/91 tpgrtSo/Spoacrl FORM 3048 0 /p0 • Z =mss W re 2 6 J U: U 0` • c CO = . . W• Or}r to tit Z I-: I-- 0. Z 11J w 0 Y2 W W; H L1-'6 Z PLED FOR RECORD AT REQUEST OF WHEN RECORDED, RETURN T0: SNIPPING DEPT. -- RE: 05000300 Name PHOENIX MORTGAGE i INVESTMENT, INC. RECEIVED City, State, ZIP LYNNWOOD, WA 9e066 -9713 THIS SPACE PROVIDED FOR RECORDER'S USE FLEET LOAN ASSIGNMENT OF DEED OF TRUST For Value ReceNed, tho undersigned as Benellclary, hereby grants, conveys, assigns and transfers to FLEET NATIONAL RANK whose address ls Cto FLEET FUNDING, P.o. Sox all beneficial interest under that certain Deed of Trust, dated JULY 2 3 by TIm POPEJoY AND LINDA POPEJOY, HUSBAND AND WIFE Grantor, , Trustee, County, 100537. FLORENCE— SC 29501 -0537 ,19 9 t , executed Q) 10 CNICACO TITLE INSURANCE COMPANY and recorded on JULY 3 0 ,19 91, In Volume under Auditor's File No. 9107300256 , Records of Washington. describing land therein as: a, 0 - t$ Together with note or notes therein described or referred to, the money due and to become due thereon, with Interest, and all rights accrued or to accrue under said Deed dTrust. Dated AUGUST 5 ,19 v1 . AS IN SAID DEED OF TRUST of mortgages, at page KING PHOENIX MORTGAGE ft INVESTMENT. INC. 7�L /' T e.nsfld.,7) By --- VALERIE MARINE (Name•TIUs) ASST. VICE PRESIDENT By (Name. noel STATE OF WASHINGTON ) SS. COUNTY OF ) On thls day personally appeared before me to me known to bo the IndMdual described In and who executed the within foregoing Instrument and acknowledged that signed the same as free and voluntary act and deed, tor the usgearYldtptrpses therein mentioned, d, %N Irr c' �i:'t 4 rrri GIVEN under alt ff ta>jythis day of :— '- Notary Public 1 residing at rlr, /ATE 0 My appointment implid .....`r STATE OF WASHINGTON COUNTY OF SNONON1SH SS. ) On thls 5111 day of AUGUST 91 before me, tie undersigned, a Notary Public In and for the State of Washington, duly commissioned and awom, personally appeared VALERIE MARINE tomeknowntobethe ASST. VICE PRESIDENT of PHOENIX MORTGAGE $INVESTMENT, INC. the corporation That executed the foregoing Instrument, and ack- nowledged the sald Instrument to be the free and voluntary act and decd of said corporation, for the uses and purposes therein mentioned, and on oath slated that he /she Is authorized to execute the said Instalment and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. ` Notary Public In and for the Stale ashtngl • �, r`siding at SEATTLE My appointment expires: 3115/96 This Is 711e. landscap.l►, in s area We leave. IriainTa.thcd -f'er 34 u ear 5 .fit. Qum ause.Lng, e%eiv f, f5-' .taU, 26' Rot.atiadada.zan, 9eaic haste clella.,tag,ue, 5' .x 5' Acez �a awz4 c uas, Sea aafaltei sulfite, 4`' elizane apple .&sew, 10' .tcai, >0' .,p zeac¢ 5 1i-- , thitee tsa4.LetLe4 Qan.Lca. skut4 nay 4' x 4' Autism's )e+us Aceti ,aponi cuua, ,apane4e. maple 20 y.N,, a.& 15' x15' Rhaciacte4d,ra s, Re w2 3' 2 4' 7fu�a DeeLc2ewstael.�, Sme caci Q•seeis Lis $ ' tang. x ft' 4a .9 4 wand •setad ar ng matt 3 5' 7lucta. Dcetde,.sta Gl.� , eme..w4d Qnee .i ,Us 10' -Lang, x /2" 41-9A wand aeLa.L,ULizei. matt Rhacdade zStaa, tmalt, /3aeweis'.i. Sp auce. -t zee. f > ' Apa,tea. Raactisug Ri , scaaz let %Uande4. Rhadactendisan., Q ace. .ea 'zaah 7wL.s a uza lteAta.0 Sza 4 /zenstach. t, 9' Yucca. Aeem. 9apaiti um, 9apane4e. mapee, 30 y.1.4.. cast —that --4 TrA CIS{11l ENT City of Tukwila NeO' Fire Prevention 444 Andover Park East Tukwila, W998188 206-575-4407 H-14 Fire Department Access Alternatives Commercial and Residential Fire Department Access Road with Cul-de-sac tum around UFC Division I1 Sec. 10.201.10.206 City Ordinance 1632 Are Department Access Road with Hammer Head tum around UFC Division II Sec. 10.201.10.206 City Ordinance 1632 • 20' Radius Typical • z ,H Z re UO:. W= J N W: i W O: -J :co 0, I- =' Z Oi ZF :off' Lz _ u,; I .o jZ U• 0 Z 01/22/1999 15:07 4258228758 HORTON DENNIS PAGE 01 17 .11S aser 2. wane IHA/11 41C• Fr 113.IIS 111/ _ Ii''''' =VA: ber......2111.11111W‘tiel. ttrAttliv........46..■ .F. f i .1.11.Zwiniiir..1•41: 1 il 7 1 1. --7 15 15 1 1 1 iiiiw.e.wmmg,........d.,...,.......mi=4r,___ i ‘412% .......,..„,,,_,_ — ilma- I.. 1 7 "VIA Mr"illimm liowr-..‘ 'm 1- lisi• r (4. 4 .,"7-----71111.11.1. 77., .. . ' 1 ow'' - . • -• • . 13 1 1 c21. RI (Fr.? S. 148th :STREET HOUM4414.1 FT 271.411 L mover 4451 F7 211.14 r 41111•111111111•6 5 1 1 I HOUK 4111 FT ntu w LiC1 _J I ( I I J wan 11111141411 CAKE HOOsE 4811 FF. ZOOM fl 7 PostAt'FaxNoW 7671 °at° pt g. • To e Yalta_ 1140444.,10.- From C...c...4.. I I-11)A , 7,711CAA, Co./Dept. C. Phone 1 2-4 ti Phone /1 . Rix ti ot... 2ats _ 7 e. fit 3 _Fax. • • 1111.■•■• IHm FT Mel 41/ NWT 8 VAL VUE SEWER DISTRICT LOVEJOY PROPERTY SCALE: 1" = 100' •"•••• •••• • • • / '1 L_ v /00 24.1 r i V. 7. , • :g8 = . l 98 ' v ' 1R• c 20.3x /2 = 7V57j 1cox(D00 o2 so, rio N 5'5-'1J' r ,/35GD. 1,33 a.e,1 -¢d • • • • SURVEY OF: Lot 7, Less the west 100' of the north 200', all of Lot 14. Blk. 5, Adam's Home Tracts. • LEGEND NEW STAKE C. NUB 0 MON. + TACK EX. STAKE PIPE • • 0 SURVEY FOR HOWARD WARKH' DRAWN BY • CHECKED BY OATS £SSOYAT LAirrilltVITOILS -455 So. 152nd St. CH. 3.5889 Seattle, Wr z ice; z ▪ w; ▪ 2 D U, U 0: W WI • .1 w 0, w a; rn� za zp_ F- 0. z 0O w w.. F- U' lL Z w F.F▪ =-``. Z lit /S / dRo&.J . oP ofi l"7Yi CMe e 91 off Ser Line Foil Cor1Dnu ;Ty Ot /y � ;38';a ZeAoLine ! 73.8'NeR7l, L1t /0 0.08' .t1 z e�R o i n c �� �� TOZeP.o Line S'h/!e 3'411 Nez r Ser A Conenere ey E xreng'on Line Stage xnR . Pax 1-6-19?? , DO�O..b. AL Ws; . y/n 'a 3.8 3 94 C� l 00A/S4 uRVeyoR ro'a1N this IS a.- ---". YP"I,tv44- 1- x -Tr •., of Sunveyoa F BeSL�ff""� I4easopetne 9.SB' Zeno Line �-- 518./g' 3'0� x oRi pinal L a1IT L7 ileac 0 %r ' a 1 � cep ?'e eA .1896 .4-:.^~ lea1. J�,�{{ ,40`1896 =/ 4.2,70;41 feR '-{8�.3 J /T6.st• d% GARAGE 50 / m /€3 sit, 3/6,p/ p"" " . 0/14inal oRjWce �°'Pe • ee (J /�CGQerw2e� stet IS tif�cc .�vs'.�cw,�� .ie byMR RAR 41.44.e.1 0444. S ufWeyoe ��� AARae @Soly9 ' So/YGS7' /- /7 - /,U3 • O.PSOlga $f = y Lucca y' Wide q. _. _ _ = 3' 'A l d e c I- 34''P..z L2 42* s ,— a 6• S a U1,E e plie Aft e1 tit A , , 1,. o elf Q,f,AroRTA of W]tfi►•RTal Lori I o 0 ciL ;00p. S a off'So ryesrr3RopL.1 n a93�'.�a.58 PailCoaxesyeLary@Spg.17 /.y8'o -L "sX„ oR 17" wide Lof /y i LoT7 ai iVoR7Js.24'2' ZeT o M.4RxI;, , SORT C 7o Q)rs • art q a Q -Q ye %y�rTelepkontprx^ %'arn'''''24;60/3Rar, ago Yo /y Ju n e7r'o 9ox• 80 ":0,44.0_71 i/ So Pp, oP L � n..,. ST4lee y Pipe 3uRveyti A4Roe /- 17-/9/3 aao ralr G3 / "ulgreRLine: +CA•8LE re/t, Telephone 310, i z •z' W W D•. JC. 0C N W. W= . J.1 CO WO: J =d F. W zo • `.7 D: W • Z • •uJ • KING COUNTY BUILDING PERMIT NIG COUNTY ENGINEER'S OFFICE !mooch:1r 903 COUNTY.CITY BUILDING. SEATTLE 4. WASHINGTON MAIN 2.5900 — LOCALS 567.568.589 Pogo NZ L- r lit •,.. .... .• EVNA 0 wtnol I</ r iv\ n . avool C. • NS — (3 $ tho L c:( rrT c 1-1-E-t) $ Na. Sr AN 1 Typo of Cons% ltcfoROS4 1*"^"nt G.0•NfoiCo,o0,1 "' Argo F t" rL! ADDRESS OF PROPERTY j %rS . 4/ j I f■-.' 1. r• LEGAL DESCRIPTION OF PROPERTY Le- 7, its..8 the '4(..ftt. lAlt Le the .1; PO), thqran.t I 1 I • • fi.1 V.• 1 pij ...•1'iS; " AMOUNT PARKING LOT BOND $ HEALTH DEPT. YES NO sr W+Ip. s / 71-1 ST • This building permit also covers the construction of an watch to the County goad and the installation of a i2-inch, ce target culvert, if required, GB at the owner's expense. COntact Rood District prior to construction of approach. i . • , t... 1 certify that information furnis ed by me is true and correct, and that applic Isle Kin 'Cou ty require ents will be met. Owner/Agent Oa :/./ lid in / •• . -s" fZx-E.R 5 7,BUILDIN I N- O.— . .:/' :.*:'. ;/ .// ir 1/4 IrD li 'r ' 7 DATE .. . • • • - - /--- 1- ga-- i Call Al. 5-1485 Road District t4o. 2 Call TV. 5-1211 Road District No. 3 111,1 I KING COUNTY ENGINEER RFCEAVED MAR 22 199 • 99)0 • FIELD BOOK REGISTER •••••••,:..;;. • '4 cop__ El-t4 S CoRfee.- w, F-cp L._=4.c EE_ • • '•••:• .dre, *-st Vr'3. £s4-1 N•1 s z C.94- k 393 4-9c. - 221 •1 \ • McAr-r... V\ •,1'944r• 14 So t COtqc rot 4 I VA Nol- - -n2 .1: tJ '7' • U EC . . r wire.. I •z-3 "T. 2 • 1 1.■ 27. OULf U Ea F. Na V. e 7;z5 4 101.7. ra -kr Ze.. 741■.. . 1 1.----0,-- • i•• --0--)H.: • I 1 • 71-4.1-14. ' -- _ _ z, %p.c... a.c...e -- — - - ...rri. .. /..le•cr. ',. ... : • • 1 - - • 31 • '" • _ J'-'• • • •;( . -1,11 51- • 1:* . . • . " - • • " 4- . - - •-•-•-• : : • _ . Cc-c. -. • - -Mean La .. . • ht-a -Koin 1.1-,•-1•■•■ a . -/ 5 - j.riec1e. • • •?_j . . . • • cotz_ • 1 • re B" P% pc. u-i■ co • •e, /96 File: L 99 -0004 5nim •Drawing #1 lALINnwwo9° 666L 9 Nnr COA130aa L19-°°*(! £g:rs-o'f!:: DESCRIPTION: tars 6 AN) 15, 510CA, RSi 1DAMf HOME "TACIT, ACCORDING PLAT THEREOF mono IINbWME 11 OF Funs, PAGE 31, W KING ono Y,wASHIUGTc J; EXCEPT THE NORTH 175 FELT7F THE WEST 8q FEET OF spa, LOT 6; AND EXCE/T THE NORTH 26IFEET of SAID ITT 6 14/Ma. EAST OF THE WEST 89 FEES TOWS; TD6iTHER WITH N' EA WT Fart. INGRESS, EGRESS AO UTIUTIET oVER, UNDER, Apia A/4/ Atha$$ THE WEsr ?o FEET oFTHE NorrH 17S FEES,O' SAID LDr• 6; (ALSO ICNewN As FARCE 1, CRYpF•TtugW1LA 6ouNDA(tyL.wE APMrMEN'r No. L98- 0080�REGORDEA IMPEL R 4 ECoic9 N NUM)ER 9808251100).` . C DAICEPTUfRL UTILITY PL1916/ • ,NAilrI I.Md6• J87' P•eowseu $EcTieM A -A 20' E'BSEHENT 'a Ur,LITY X-SECTION 1.401014t --10O Ok —War ses —fro 1 B 1 Q/ cost 8 5$1400-7 'I I Q sLGL Q% k4tV RSATODIRe0) W O. ri NEW PMRCEL. cosJet/TDAL ;/w,TNLD FAR ELEVr 317 6RRDtr= 31y 4'�SIDE sewn, e ,S/D, smelt ontve .way 3,790,76 #= PROPOSED 7.58 PROPOSeb - - - - -- -- -- — -- - - - - -- —i-- coucerro& flM 1StlIO AlR VEVs 3Pr GRADta3JG -4 -- ''.,_.— f-I � 1 1 usw P g2li• 1 _L• t-- PROR0se0 r.orL•ius• N V N NEW P$RceL. /oo'PROPOSCO 4n3G6 FT2 Dm re wor ' '. PRDPO$Ed PRoPoSED LO7 LI4 , 35753 mosnA,K car—LINE 50954.03 F72 P,f0P+0.5ED 87,01 • LfTJL I ry COJUSTRDCT /0P Dild iti ac .TO BE' StoifiTTED 1.41/3'H PERM?". APPLICgno■J, RFren PReviti A/NRy_ APPA'OVAL 01' SHORT PLJ17 AAID,_ N� /LL 3I9T1SFY /9(L CO' OF_ 7(iKW1LW. DE0116PMEM" 57I1,D1iRLLt _ Do / "= 30' zo ESAVNtvT 2co' 0 20 yo fo NEp2° PAOPeg r SF0+e12 Lhve NOTE: ra 619,31' APPROVED YC 7/19/99 S'GJE/t UNE @ E4E14306 PER VNL vue SEc.E2 C ERIJrw 6ATE PQEVIAuscy SL$N/7TEA I'.: , . St VI-Ct • Et`i• Ui t . yy,i s • E 6 .. t Iimhm1nnlun1mduu1nnlnulufd011 toduu1unhm1wduu1uul11111I III I bmii Innlnuhla111111ludnuI 'P