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HomeMy WebLinkAboutSEPA E2000-028 - LYLE KUSSMAN - WALLY CHIN 5-LOT SHORT PLATWALLY CHIN SHORT PLAT WITH FIVE LOTS OF SINGLE FAMILY RESIDENCES 16628 53RD AVE. S. E2000 -028 r • City of Tukwila Steven M. Mullet, Mayor Department of Community Development October 9, 2001 Mr. & Mrs. Forrest Akre Mr. Ed Bauch Mrs. Leland Churnlea Ms. Rena Davis Mr. & Mrs. Raymond Ellison Ms. Dorothy Farrell Mrs. Winnie Fincher Ms. Cynthia French Ms. Betty Fritz Ms. Victoria Fry Mr. & Mrs. William Garjanee Ms. Phyllis Gittsy W.J. Hanley Re: Chin 5 -Lot Short Plat 16628 53rd Avenue South E2000 -028 (SEPA) L2000 -074 (Short Plat) Greetings: Steve Lancaster, Director Mr. & Mrs. Dwayne Hayes Ms. Sylvia Heath Ms. Mildred Heppenstall Mr. & Mrs. George Kempf Ms. Murdena Kerr Mr. & Mrs. David Morgan Mr. & Mrs. Mark Ohlstrom Ms. Sharon Olson Mrs. Corinne Pasquan Ms. Becky Taylor Ms. Brenda Tillery Mr. & Mrs. Steven Voiland Mr. & Mrs. Paul Willoughby We wanted to take this opportunity to follow -up with you regarding the progress of the above - referenced short plat proposal. As you may remember, our earlier letter (dated February 2nd) outlined the code requirements that must be satisfied prior to short plat approval. We also held a neighborhood meeting on March 29th, which many of you were able to attend. Our review of the short plat proposal is nearing completion. Based on the documentation provided by the applicant and his satisfaction of our various' code requirements, we have determined that no significant adverse environmental impacts will be created as the result of the short plat. A copy of our SEPA Determination of Non - Significance is enclosed. The Determination of Non - Significance is not appealable at this time, although the City will accept and review written comments on the Determination and on the merits of the proposed short plat for a period of fourteen days (until 5:00 p.m. on October 23, 2001). The Department of Community Development will issue a decision on the merits of the short plat application after completing a review of 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Chin 5 -Lot Short Plat • October 9, 2001 Page 2 • the application and any comments received. Decisions of the Department on short plats are appealable to the City Hearing Examiner. A Notice of Decision on preliminary approval of the short plat, along with an explanation of procedures for appeal to the Hearing Examiner, will be sent to you and all other parties of record when that decision is issued. After preliminary approval of the short plat has been granted, the applicant will have one year to complete all required common improvements (such as utilities and access) and to obtain final short plat approval. We hope this addresses your concerns and questions. If you should have additional questions or would like to make an appointment to review these files, please do not hesitate to contact me. I can be reached at 206 - 431 -3681. Sincerely, `may Steve Lancaster Director, Community Development cc: Deborah Ritter, Associate Planner Dave McPherson, Associate Engineer • • CITY OF TLIK:WILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: 5 LOT SHORT PLAT PROPONENT: WALLY CHIN LOCATION OF PROPOSAL, INCLUU I.N ADDRESS: 1662$:3. b62$ 3 AV ,S PARCEL NO: ,885.880 -0055, SEC /TWN /RNG: a REET� ADDRESS, IF ANY LEAD AGENCY,, CITY OF "TUKWILA' FILE: NO:', "E2000 -028 The City has. determined that the proposal does not have'a probable significant adverse : i mpact on the eriv ronment . An environmental impact statement (EIS) iS not' :requ,ir;ed under RCW 43 .21c.030(2) tc) . This decision was2made' after review, of a completed 'env:ironmental checkl ist and Apther information on file with the lead agency. information is a,vai lable,to th�e'_ publ Ic on. request. t n A .A.*** :,* AA* AAk'AAAAki k�L kAil k:h 1 lA* l'lr'il ^A�lA.�1.ki �c* * I:IAAA•kkA kA�('k***A•A•I*A*A*•A* This determination IS', final and signed thi -s 200 j_ Steve Lancaster, Responsible Official" City of•:Tukwila, (206) 431 -3670 6300 Southc.enter Boulevard Tukwila, WA 98188„ day of- - Cc.716-0:12..r- Copies of thepr-ocedures for EPA appea l,s. are available With the Department of Community Development;. October 5, 2001 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin . 15310 Macadam Road #A -303 Tukwila, Washington 98188 AGENT: Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Gentlemen: Steve Lancaster, Director ' William Holmberg Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 We have reviewed your resubmittal dated September 14, 2001. The following comments include a list of the outstanding items that remain, based upon our review of that documentation. Please provide four copies of each revised document you resubmit. Planning Department Comments — SEPA: 1. We have no further comments at this time. Planning Department Comments — Short Plat: General 2. Your request for a waiver of the Administrative Planned Residential Development ( "APRD ") permit has been granted. Plat Map 3. Please revise the signature block areas in both of the "City of Tukwila Approvals" sections as follows: a) the signature blocks for Public Works, Finance, City Clerk and the Mayor are to be deleted; and b) a signature block is to be provided for the Chair of the Short Subdivision Committee. 4. The language you have provided in the Dedication section is not satisfactory. Per TMC 17.04.060(B)(2) it is to include a waiver "of all claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision." Please make the necessary revisions. 5. The lots are to identified consecutively. Accordingly, your proposed Lot E should be labeled Lot D and your proposed Lot D should be labeled Lot E. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Mr. Wally Chin Mr. Lyle Kussman Mr. William Holmberg October 5, 2001 Page 2 6. Please provide an 8 -1/2" x 11" high quality reduction of the plat map sheets. Public Works Comments: Plat Map 7. Note 4 (Sheet 1 of 2) shall be removed, as infiltration is allowed as part of this project. 8. The recording number of the 10 -foot sanitary sewer easement on Lot 3 (Sheet 2 of 2) should be corrected to be AFN 8203090493. General 9. A second peer review of geotechnical studies was required by the City of Tukwila (TMC 18.45.080(E) and 21.04.140(A)). The applicant shall pay the City of Tukwila $954.44 prior to preliminary approval of the Short Plat. See letter to applicant, dated August 10, 2001 requesting payment and detailed billing information, attached. Informational 10. Prior to the City's approval of the Miscellaneous and Building Permits, the Applicant shall provide a copy of all private ingress /egress, private drainage and utility easements. Next Step: Upon receipt of all of the documentation requested in Items 3 through 9, we will continue processing your Short Plat application. If you have any questions, please contact me at 206 -431 -3663. Sincerely, ''.(3cR-tC-r, Ace_ Deborah Ritter Associate Planner cc: Lt. Don Tomaso, Fire Prevention Officer Dave McPherson, Associate Engineer • • City ofTgsllcwdLt Steven M. Mullet, Mayor Department of Comm r nay Development Steve Lancaster, Director To: Steve Lancaster From: Deborah Ritter Date: September 28, 2001 Re: MEMORANDUM E2000 -028 (SEPA Determination) Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South Project Description: This SEPA review is for a five -lot short plat. The site is approximately 35,000 square feet in size, containing one existing single family home. The proposed improvements include the development of four additional single - family homes, obtaining access from 53rd Avenue South. Agencies with Jurisdiction: None. Summary of Primary Impacts: • Earth The site contains Class 2 and Class 3 sensitive areas. The site topography consists of a terraced slope, dropping in elevation from west to east. Slopes varying from 20% to 30% are located mid -site and again along the lower, eastern portion of the site. The geotechnical report indicates that the development is not expected to create a landslide or erosion hazard to the subject property or surrounding properties. An erosion control plan will be employed during construction. • Air Dust and exhaust emissions will be generated during construction, with watering as necessary to control dust. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 E2000 -028 Wally Chin 5 -Lot Short Plat September 28, 2001 Page 2 • Water The project requires surface water treatment which has been approved by the Public Works Department and designed to King County Surface Water Design Manual standards. • Plants • • Site vegetation consists of weeds, small shrubs, blackberry bushes and scattered trees varying from 6- inches to 1 foot in diameter. A tree clearing permit will be required for removal of any tree (of 4 inches in diameter at breast height) located in a sensitive area (slopes that have gradients of 20% or greater). Animals No endangered or threatened wildlife species have been identified at the site. Energy /Natural Resources Typical residential use for heating and lighting. Energy conservation features in the proposed construction include insulation in ceilings, walls, floors and windows. • Environmental Health Noise generated by construction equipment will occur on a short-term basis. The hours of construction will comply with the City's noise ordinance. • Land /Shoreline Use The project is located in the Low Density Residential zone (LDR). Properties to the north, south and west are also zoned LDR. The 1 -5 Freeway corridor is located to the east. • Housing An existing . single - family house is located on the property. The proposal will allow for the construction of four additional single - family homes. E2000 -028 Wally Chin 5 -Lot Short Plat September 28, 2001 Page 3 • • • Aesthetics The proposal is not subject to Board of Review design review and standards. Light and Glare Minimal light and glare will be produced from automobile headlights, interior and exterior residence lights and reflection in windows. Recreation Not applicable. Historic and Cultural Preservation No known places or landmarks. Transportation The project will be accessed from 53rd Avenue South. The nearest bus service is approximately 1/2 mile away, at Southcenter Mall. • Public Services No significant increase in public services is expected. • Utilities Electricity, natural gas, water and sanitary sewer services are currently available along 53rd Avenue South. These services will be extended to each of the lots. Recommendation: Determination of Non - Significance. era KUSSMAN ASSOCIATES 41, Architects, Planners & Consultants September 12, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short PIat2 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: RECEIVED CITY OF TUKWILA SEP 1 it 2001 This letter is in response to your letter dated May 10,2001 and your letter dated August 28, 2001. Our corrections are as follows: SHORT PLAT FIRE DEPARTMENT 1. Mr. Steve Grassia of Kussman Associates did meet Lt. Steve Kohler and did clarify the extent of the access road. The revised road location and extent are shown on sheets lof 3 and 2 of 3 as a shaded area. SHORT PLAT PLANNING 2. Lots "E" and "D" have been revised per your comments. 3. Please find attached a copy of a letter requesting a waiver of an Administrative Planned Residential Development. PERMIT CENTER SHORT PLAT PUBLIC WORKS 4. Please find attached a check in the amount of $ 897.31 as payment for the " peer review ". 5. Approval of WSDOT is not required for the storm water disposal system proposed. Thank you for your attention to this project. Since Lyle N. Kuss ' an Architect. P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net August 28, 2001 • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Baima & Holmberg, Inc. 100 Front Street South. Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Gentlemen: Steve Lancaster, Director AGENT: Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 On May 10, 2001 we provided you with our technical review comments for the above - referenced short plat and SEPA applications (copy attached). We have not received a response to date. This letter is to notify you that these files will be closed if you have not provided all of the requested documentation on or before September 10, 2001. If you have questions, please contact Deborah Ritter at 206 -431 -3663. Sincerely, &(?\ 4r4C Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Lt. Steve Kohler, Fire Department Dave McPherson, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila • Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.F., Director Aucust 10. 2001 Mr. \Nally Chin 15310 Macadam Road, #A -303 Tukwila, WA 98188 Subject: Wally Chin — 5 Lot Short Plat Site Address — 16623 53`d Ave. South L2000 -074 Second Geotechnical Peer Review Dear Chin: Enclosed is the final billing information from Shannon & \Nilson, Inc., regarding their second geotechnical peer review for your 5 -lot Short Plat project at 1 6628 53`d Ave. South. I am enclosing a copy of their invoice No. 64078 and detailed billing analysis. The final amount for their services is $954.44. Please make a check in the amount of $954.44 payable to City of Tukwila (budget account # 000.1 3.532.200.41.00) and mail to: Mr. David McPherson Public Works Department City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Thank you for your prompt attention and assistance. If you have any questions, please call me at (206) 433 -0179. Sincerely, (23.....' \M • AA ---��- David H. McPherson Associate Engineer DHM:ad enclosure: Shannon & `Nilson, Inc., billing analysis cc: Gail Labanara Cevelopment File IP:Licelcninl.Reri 6300 Souchcencer Boulevard. Suite 4100 • Tukwila. Washington 98183 • Phone: 706 -433 -0179 • Fax: 206- 431 -3665 Fed. I.D. # 91- 0745357 400 N. 34th St., # 100; SHANNON & WILSON, INC. Geotechnical and Environmental Consultants P.O. Box 300303 Seattle, Washington 98103 06932 CITY OF TUKWILA Attention: MR. DAVID ,L1cPHERSON DEPT OF PUBLIC WORKS 6300 SOUTHCNTR BLVD. #100 TUKWILA WA 98188 JOB REFERENCE GEOTECHNICAL ENGINEERING SERVICES 16628 53RD AVENUE SOUTH TUKWILA, WASHINGTON THIS PERIOD FRObt: 06/24/01 FAX # (206) 633 -6777 Telephone: (206) 632 -8020 INVCICE NO. 0000064078 DETENTION•/ INFILTRATION SECOND PEER REVIEW WALLY CHIN, 5 LOT SHORT PLAT TO: 07/28/01 INVOICE DATE 07/28/01 CONTRACT OR PURCHASE ORDER P.O. NO. 11422(2) AUTHORIZED FEE 800.00 JOB NO. 21109321 -002 PROFESSIONAL SERVICES TOTAL TO DATE I PREVIOUS BILLINGS DUE THIS PERIOD Invoice Totals Encl: Billing Analysis RETAIN THIS COPY 954.44 954.44 i:. I .j • -4m �j TU KW; LA P U.EL iC WORKS P!ease pay from this invoice - - Net 30 days- -Late charge 1.5% per month on past due accounts TO CLIENT Page I PIISPBSTORE B i l l i n g A n a l y s i s Run Date 08 /01 /01 Thru Period End Date 07/28/01 Project : 21 -1 -09321 Inv Grp : 02 Fee Type: CP Seq Iibr : 1 DETENTION / INFILTRATION GEOTECIINICAL PEER REVIEW PHASE 002 Cost Plus Bill Org : 2100 SAL A R I E S: PRN: 02564 WILLIAM 1 LAPRADE P /M: 04802 STANLEY R. BOYLE Biller : NANMARIE KUCKER SALARIES BASED ON MULTIPLIER Senior- admin. Phase Org Cls Atvy Date P.E.Date (lours Rate 04755 EDITH E. TYE 002 2100 A17 * * ** R 07/07/01 07/07/01 0.40 16.62 * ** 0.40 tech. IV /drafter /driller 0.00 Principal engineer Fee: 0.00 Client: 06932 Invoice Mask: SUUNE1 Bill Cycle: 9 Cost Billable 6.65 21.33 6.65 21.33 0.00 0.00 04779 STEVEN R. MCMIILLEN 002 2100 119 *x ** R 07/07/01 07/07/01 1.50 29.19 43.79 140.46 * ** 1.50 43.79 140.46 Associate 04802 STANLEY R. BOYLE 002 2100 T22 ** ** R 06/30/01 06/30/01 4.80 35.92 172.42 553.05 04802 STANLEY R. BOYLE 002 2100 T22 *'- ** R 07 /07/01 07/07/01 1.80 35.92 64.66 207.40 *** 6.60 237.08 760.45 E X P E N S E S : NORMAL EXPENSES ** Total at Mutt. 8 -50 287.52 * ** TOTAL SALARIES " ** 922.24 Phase Org C Doc# Date P.E.Date Cost Billable G/L Acct: 4150-0000 DC - Other Job Costs 03512 Ill -HOUSE REPRODUCTION 002 2100 21-07-011 07/20/01 07/21/01 28.00 * ** NORMAL EXPENSES TOTAL * ** 28.00 ** Total 32.20 32.20 32.20 32.20 * ** TOTAL EXPENSES * ** 32.20 TOTAL 002 DETENTION / INFILTRATION Page 2 PHSPBSTORE B i l l i n g A n a l y s i s Run Date 08 /01/01 Thru Period End Date 07/28/01 Project : 21- 1-09321 Inv Grp : 02 Fee Type: CP Seq Nbr : 1 GEOTECIINICAL PEER REVIEW PHASE 002 Cost Plus Bill Org : 2100 PRN: 02564 WILLIAM T LAPRADE PIM: 04802 STANLEY R. BOYLE Biller : NANMARIE KUCKER Fee: 0.00 Client: 06932 Invoice Mask: SUONE1 Bill Cycle: 9 Current Billable 954.44 * ** *Available to Bill* 954.41* PROJECT /INVOICE GROUPING TOTALS * * * ** • • :S / 111.44' / / /I 1 LOT "C V 50C/'S.F. A I 1 !_ 1 ao' _ /__ I/ 1 I: I/ / I/ n %I I/ '10' PRI\' TE D FNAGEI / I/ J rE.AS-.MENT / f- // 588'05'53' Ez 111/361 ( �I� / -�/ 1 //� I I�i �. ( 1/ / l� /T ■, EXISTING / 4\ LOT IL(NE / 11 L/O T,/ E , / /s51'S.F.,/ /I 3 /I 'mss \ L, 11 . / 1 / '9• /r / / / I \ II 1 1---- /30.00 / 1 f 1 / 1 / / ° 1 I\ "\' I ,,6"\ /I M1 �I /I 0 0 10' SAN. SEWER '. ESMT AF 820309049 :' 15' PRIVATE DRAINAGE INSTRUMENTATION EASEMENT 1 SCALE: 1"=30 FEET 0. 15 30 60 LOT 10 U LOT 11 10' SANITARY SEWER EASEMENT AFN 8203090494 INSTRUMENT USED: 5 SECOND TOTAL STATION FIELD SURVEY CONTROL WAS 8Y CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH 'NA.0 332- 130 -090. LEGEND e 0 0 MONUMENT FOUND TYPE AS NOTED FOUND REBAR SET REBAR AND CAP LS #11332 IRON PIPE FIRE HYDRANT CHERRY TREE APPLE TREE MAPLE TREE FR TREE REFERENCES THE PLAT OF VALLEY VIEW HOMES AS RECORDED IN VOLUME 56 OF PLATS AT PAGE 81. BASIS OF BEARING WEST LINE OF THE NORTHWEST QUARTER OF SEC. 26,T23N,R4E BEING 5 01'03 '56" W BENCH WSDOT X1529 N86 .0.t: 42 VI, 23.73 FT. TO THE EASTERLY 'IN OF 53RD AVENUE SO.; THENCE ALONG SAID :RLY MARGIN S1'03'36 "W 77.64 FT. TO TIIIVRUE OF BEGINNING. PORTION OF 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, RDING TO THE PLAT .:HEREOF RECORDED IN AE 56 OF PLATS, PALE 81, RECORDS OF KING TY, WASHINGTON; HER WITH THAT PORTION OF THE RIGHT OF WAY 1.TH AVENUE S0. VACATED ACCORDING TO ANCE NUMBER 1236 DATED NOVEMBER 3, 1981, DF TUKWILA, WHICH ABUTS LOTS 3 AND 4 IN 2 OF VALLEY VIEW HOMES. ? :BED AS FOLLOWS: ,• NING AT THE NORTHWEST CORNER OF SAID LOT • PROCEEDING ALONG THE NORTH LINE THEREOF 3'42 "E 111.44 FT.; THENCE S1'03'56 "W 78.36 FT.; :E N88'05'42 "W 111.44 FT. TO THE EASTERLY N OF 53RD AVENUE SO.; THENCE ALONG SAID RLY MARGIN N1'03'56 "E 78.36 FT. TO THE TRUE OF BEGINNING. PORTION OF 3 AND 4, BLOCK 2, VALLEY VIEW HOMES, ICING TO THE FLAT THEREOF RECORDED IN .E 56 OF PLATS, PAG: 31, RECORDS OF KING Y, WASHINGTON; HER WITH THAT PORTION OF THE RIGHT OF WAY TH AVENUE S0. VACATED ACCORDING TO >NCE NUMBER 1236 DATED NOVEMBER 3, 1981, IF TUKWILA, WHICH ABUTS LOTS 3 AND 4 IN 2 OF VALLEY VIEW HOMES. TEED AS FOLLOWS: NCING AT THE NORTHWEST CORNER OF SAID AND PROCEEDING ALONG THE NORTH LINE )F 588'05'42 "E 111.44 FT. TO THE TRUE POINT INNING; THENCE CONTINUING ALONG SAID LINE S88'05'42 "E 111.44 FT. TO THE EASTERLY 1 OF VACATED 54TH AVENUE SO.; THENCE SAID EASTERLY MARGIN 31'08'33"W 58.36 :NCE N88'05'42 "W 111.36 FT.; THENCE I6 "E 58.36 FT. TO THE TRUE POINT OF ING. THEREOF 388'05'42 "E 83.73 F.T. TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH UNE S88'85'42 "E 1 F' ; THENCE N1'08'33 "E 0.66 FT.; THEN N53'41'02 "W 136.19 FT; THENCE N88.05'42 "W 27.71 FT.; THENCE S1'03'56 "W 77.64 FT. TO THE TRUE POINT OF BEGINNING. LOTS THAT PORTION OF LOTS 3 AND 4, BLOCK 2, VALLEY '/IE'W HOMES, ACCORDING TO THE PLAT THEREOF REDORDED IN VOLUME 56 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF THE RIGHT OF WAY OF 54TH AVENUE SO. VACATED ACCORDING TO ORDINANCE NUMBER 1236 DATED ED , NCVEMBER 3, 1981, CITY OF TUKWILA, WHICH ABUTS LOTS 3 AND 4 IN BLOCK 2 OF VALLEY VIEW-HOMES. DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 4 AND PROCEEDING ALONG THE SOUTH LINE THEREOF S88'05'42 "E 222.67 FT. TO TIHE EASTERLY MARGIN OF VACATED 54TH AVENUE 30.; THENCE ALONG SAID EASTERLY MARGIN N1'O8'33 "E 0.66 FT. TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY MARGIN N1':.'8'33 "E 96.98 FT.; THENCE N88'05'42 "W 111.36 FT.; THENCE S1'03'56 "W 20.00 FT.; THENCE S53' 41'02 "E 136.19 FT. TO THE TRUE POINT OF BEGINNING. NOTES 1. THE GEOTECHNICAL REPORT PREPARED BY SPEARS ENGINEERING & TECHNICAL SERVICES ENTITLED " GEOTECHNICAL REPORT" 16628 53RD AVE. S. DATED 10/18/2000 AND SIGNED BY J.FRANK SPEARS P.E., AND ALL SUBSEQUENT GEOiECHNICA.L REPORTS, SHALL GCVERN CONSTRUCTION ON THIS PROJECT AS IF FULLY SET FORTH HEREIN. 2. A COPY OF THE REPORT SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITY. 3. A GEOTECHNICAL ENGINEER SHALL BE UTILIZED TO ASSURE COMPLIANCE WITH AFORE DESCRIBED •- " GEOTECHNICAL REPORT ". ..- .4-I.-NO RUNOFF, INCLUDING DOWNSPOUTS, -SHALL 8E INFILTRATED INTO_ THE- GROUND- THROUGH "DRY WELLS" CR _PERFORATED - INFILTRATION PIPES AND TRENCHES. I HER HEREI1 FINA APPf CITY KINC KING I HERE SPECIr ASSES CONTA THIS_ DIRECT KING EXAMIt KING LAND SURVEYOR'S CERTIFICATE WILLIAM SHUPE HOLMBERG Rrc iSTERED AS A LAND `-URVEYOF BY THE STATE OF WASHINGTON, CERTIFY THAT THIS SHORT PLAT iS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN 11-IEREON 2ORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED OR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED .1)N THE GROUND AS DEPICTED ON THE SHORT PLAT. SHOR WALL 733- 013SP_new2.dwg E • City of f Tukwila Steven M. Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcoek Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 We have reviewed the revisions you submitted on. April 20th (in response to our February 23rd letter). Certain additional information is still needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: Short Plat Comments — Fire Department: 1. Lt. Steve Kohler has indicated that it is unclear where the private access road ends. Does it extend to the eastern property line? Accordingly, he requests clarification regarding the location and extent of the private driveway(s) for proposed Lots C and E. Based on his review, the plans still seem to indicate that private access road exceeds 150 feet in length, thus requiring a tum- around. The plans are to be revised to clearly identify the location and dimension of the private access road, the associated easement(s) and the driveways for proposed Lots C and E. Prior to making these . revisions, you may wish to review the plans with Lt. Kohler. He can be contacted at 206 - 575 -4404. We have enclosed Lt. Kohler's red -lined copy of the Short Plat Plan Sheet 2 of 2 for your reference. Short Plat Comments — Planning: 2. The "neck" of proposed Lot E provides no buildable space, and as such, is not acceptable. Please revise the configuration of Lot E accordingly. Toward that end, and as one of your design options, you may wish to consider modifying the shape of proposed Lots C, D and E into pie shaped lots using a cul -de -sac orientation. While there is no intention or requirement to create a formal cul -de -sac, this approach would accomplish the following: a. maximize the amount of buildable space on each lot while maintaining required lot sizes; b. retain the required 20 feet of street frontage for each lot; c. - reduce the length of the private access road, associated easement(s) and driveways; d. orient the front doors of the residences to the access road; and 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 10, 2001 Page 2 e. retain room for storm water detention on proposed Lot E. 3. Per our February 23rd letter, Item 13, any request for a waiver of an Administrative Planned Residential Development ( "ARPD ") must be directed to the Director of Community Development. His address is as follows: Steve Lancaster, Director of Community Development, City of Tukwila, 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington 98188. Your request is to include the following: • Your acknowledgement of the existence of Class 2 and 3 Sensitive Areas on the proposed site. • A request for a waiver of the Administrative Planned Residential Development permit. To date, we have not received your request. In your letter please refer to file number L2000 -074 and carbon copy Deborah Ritter. Short Plat Comments — Public Works: . 4. Per Dave McPherson's April 17th letter to you, please submit the geotechnical peer review fee in the amount of $897.31, payable to the City of Tukwila. This fee must be paid prior to preliminary approval of the short plat. 5. The applicant shall provide written approval from WSDOT for the discharge of storm water within their right -of -way. This requirement must be satisfied prior to preliminary approval of the short plat. SEPA Comments: We have no additional SEPA comments at this time Next Step: Upon receipt of all of the documentation requested in Items 1 through 6 above, we will continue processing your SEPA and Short Plat applications. If you have any questions regarding Public Works comments, please contact Dave McPherson, Associate Engineer at 206 -433 -0179. If you have any questions regarding Planning comments, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 10, 2001 Page 3 cc: Lt. Steve Kohler, Fire Department Dave McPherson, Associate Engineer • CURB SIDEWALK 1 I CEDAR HEDGE ;2141b1414s14 RECORDING NO. VOL./PAGE SCALE: 1 INCH =.. 30 FT. 0 15' 30' 60' PORTION OF _SW_1 /4 of NW __1 /4, S._226 _ T._23 _N., R._4_E.,W.M. ry" 1 '1 1 .1 fTh ,•■••-■ \ 7 1 "4 I- c. -7" rTh Li3 I -5' DRAINAGE ESM'T AS DELINEATED ON FACE OF PLAT 2.66 -4-1 . 4 ___,S-88'05"42" E 222 8 / ' 7 z __t 0 / 1" IRON (PIPE / I BENT / L071 B se ,6" , 8,731i S.F. I (NV AREA: p,503± 5F.) , 1. / / ( I / 20' IPRIVAT INGRE4S, EGESS & UTILITY 6 / PJEMENT T45. T91 260 — / / LOT 31,1 / cd / / 1 / 0-r/C V 6,500 S.F. /I 1 7,) z / 1 ?I . re) / / 305'12" E 111..36 / / ;25 / / r-- / 10' SAN. SEWER / ESMT AF 8203090494 i/° / - /// -r--) P -c5 / OT A LI • ri---:',7 • , .1. 6,00± S.F. V. V i4q.JCF ' --} -7.) REIvai . _r.:.- • i . ..":„..-....,.... .:,.. • 111.44 \. L-25.90! 88'0'42? / I / 29.25' 0 (0 7.46 c83.73 EXISTING LOT LINE > ' L6 OT D ,500± p.F. ) / /1--- 120 E 4,514 S.F.1 _J to 20 0 z 0 (-IT 11 1 SCALE: 1"=30- FEET 0 15 30 60 INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGEND ED MONUMENT FOUND TYPE AS NOTED n FOUND REBAR • May 8, 2001 Steven M Mullet, Mayor Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425-806-9628 Thank you for arranging the May 3rd site visit for Deborah Ritter and Ken Nelson of the Planning and Building Departments. We have the following comments. Based on the information gathered during the site visit as well as our review of the Uniform Building Code and the Tukwila Zoning Code, we have determined that the structure at 16628 53rd Avenue South has not been converted into two separate dwelling units. However, please be aware of the following. In order for the work that has been done to be considered code conforming and legal, the property owner should take the following actions: 1. Obtain a gas pipe permit from King County for the new gas kitchen range and have that work inspected. 2. Obtain a state electrical permit for any required alterations in connection with the kitchen construction. 3. Install a smoke detector in the residence. Smoke detectors must be installed whenever the cost of remodel construction work exceeds $2,000. We are continuing with the review of your short plat and SEPA applications and hope to have technical review comments available shortly. If you have any questions, please contact Deborah Ritter at 206 -431- 3663. Sincerely, Steve Lancaster Director, Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia May 8, 2001 Page 2 cc: Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer Jason Jones, Code Enforcement Officer • May 8, 2001 • city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Mildred Heppenstall 16615 53rd Avenue South Tukwila, Washington 98188 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Dear Ms. Heppenstall: At the March 29th neighborhood meeting, you advised me that you were concerned about the possible existence of a duplex at 16628 53rd Avenue South. We have investigated the matter and have the following comments. On May 3rd, representatives from the Building and Planning Departments conducted an interior inspection of the building. Based on the information we gathered during the site visit, as well as our review of the Uniform Building Code and the Tukwila Zoning Code, we have determined that the structure at 16628 53rd Avenue South has not been converted into two separate dwelling units. However, in order for the work that has been done to be considered code conforming and legal, we have recommended that the property owner take the following actions: 1. Obtain a gas pipe permit from King County for the new gas kitchen range and have that work inspected. 2. Obtain a state electrical permit for any required alterations in connection with the kitchen construction. 3. Install a smoke detector in the residence. Smoke detectors must be installed whenever the cost of remodel construction work exceeds $2,000. We are continuing with our review of the short plat and SEPA applications. If you should have any questions, please contact me at 206 -431 -3681. Sincerely, Steve Lancaster Director, Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 =3670 • Fax: 206 - 431 -3665 Debora Ritter - c in residense at 66'-- 53rd Ave S From: Ken Nelsen To: Steve Lancaster Date: 5/3/01 5:33PM Subject: chin residense at 16628 - 53rd Ave S • I accompanied Deb Ritter on an inspection of the subject residence at approximately 1:40pm, Thursday May 3, 2001. Regardless of a resent addition of a kitchen area to the existing basement family room, there is no evidence the existing home has been converted in to two separate dwelling units. The U.B.C. does not restrict the number kitchens within an individual dwelling unit. I would conclude the existing home is one single family dwelling unit as defined by the U.B.C. Regarding the additional kitchen, it may be advisable that the property owner should obtain from King County a gas pipe permit for the new gas kitchen range. They should also obtain an State electrical permit for any required kitchen electrical alteration. The sink appears to be plumbed to an existing wet bar rough -in. The U.B.C. does not require a permit for the installation of cabinets, however smoke detectors should be installed for any home constructed costing over $2,000. CC: Deborah Ritter Page 11 April 23, 2001 • Cizy of Tukwila • Department of Community Development OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, WA 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, WA 98027 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) ;E2000 -028 (SEPA) Greetings: Steven M. Mullet, Mayor Steve Lancaster, Director AGENT: Mr. Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 VIA FAX 425 - 806 -9628 Thank you for your letter of April 11th regarding issues that were raised during the March 29th neighborhood meeting. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: Possible Spring on North Property Line: Dave McPherson of the Public Works Department has reviewed your comments. Given the anecdotal information provided by the neighbors and the fact that the blackberry bushes may be covering it, we cannot rule out the existence of a spring. A note will be required on the Civil Plan(s) stating that if any surface or subsurface water is encountered during construction, measures will be taken to protect adjacent property owners. Dave will be discussing this issue with you during his review of the Civil Plan(s). Existing Residence: Based on information from a variety of sources (including the surrounding property owners, the King County Assessor's Office and Tukwila's permit records), no permits were issued to create the "mother -in -law" unit in question. As a result, that unit has been determined to be illegal by the City of Tukwila. In order to retain the accessory dwelling unit at that location, you must demonstrate compliance with Zoning and Building Code standards, as follows. 1. Compliance with Tukwila Zoning Code Per TMC 18.10.030(2), an accessory dwelling unit must meet all of the following conditions: a. The lot on which the existing residence is located must be equal to or greater than 7,200 square feet. The lot size must be exclusive of any access easement per TMC 18.06.505. Per your submittal of revisions on April 19th, the current proposed size of the lot in question (Lot A) is only 6,500 square feet, exclusive of the access easement. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 s' Mr. Wally Chin Ms. Bonnie Babcock - Mr. Steven Grassia April 23, 2001 Page 2 b. The accessory unit may not be more than 33% of the square footage of the primary residence or a maximum of 1,000 square feet, whichever is less. According to King County's records, the total living area of the existing residence is 1,700 square feet (which includes a finished basement area of 580 square feet). Under the 33% requirement, the accessory 'unit may not exceed 561 square feet. c. One of the residences (either the accessory dwelling unit or the primary residence) must be the primary residence of a person who owns at least 50% of the property. d. The dwelling unit must be incorporated into the primary detached single- family residence, not a separate unit, so that both units appear to be_ of the same design as if constructed at the same time. e. For accessory dwelling units that are less than 600 square feet in size, a minimum of three parking spaces must be provided on the lot. For accessory dwelling units that are greater than 600 square feet in size, a minimum of four on -site parking spaces must be provided. f. The accessory dwelling unit may not be sold as a condominium. 2. Compliance with Uniform Building Code Requirements You must check with the Tukwila Building Department to verify the accessory dwelling unit's compliance with the Uniform Building Code. Next Step: Compliance with the accessory dwelling unit criteria will affect the size of the Tots in your proposed short plat. If you wish to retain the accessory dwelling unit, its compliance with the above - referenced criteria will be a condition of any preliminary short plat approval. Compliance with those criteria must be in place and approved by the City of Tukwila prior to any final short plat approval. Information regarding the accessory unit will be then be recorded with the final plat. Accordingly, we will be unable to evaluate your April 19th submittal until you provide us with a letter informing us how you wish to proceed and whether or not you will retain the accessory dwelling unit. If the short plat is not approved or is withdrawn by you, you will still be required to make the accessory unit conform to all applicable zoning and building code standards. If you choose not to retain the accessory unit, please explain how this will be accomplished „and in what time frame. Mr. Wally Chin Ms. Bonnie Babcock Mr. Steven Grassia April 23, 2001 Page 3 Based on the nature of your response, you may be required to provide additional information or revisions. If you have any questions, please contact me at 206 -431 -3663. Sincerely, 'be.6c9(4tL- adz- Deborah Ritter Associate Planner cc: Jack Pace, Planning Manager Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer Jason Jones, Code Enforcement Officer. KUSSMAN ASSOCIATES 41, Architects, Planners & Consultants April 23, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: RECEIVED CITY OF TUKWILA APR 2 4 2001 PERMIT CENTER We are submitting four copies of the revised geotechnical report for the above referenced project pursuant to the peer review performed by Shannon & Wilson, Inc. dated March 9, 2001. We trust that the revised soils report will satisfy your concerns. If you should have questions or need additional information, please call. Si erely, Steven M. Grassia Architect P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net De•ora Ritter - a y Chin 5 - of SP '000 -074 Page From: David McPherson To: Deborah Ritter Date: 4/20/01 7:09AM Subject: Wally Chin 5 - Lot SPL (L2000 -074) Deborah, Thank you for sending the letter of response by Kussman Associates, regarding an alleged spring on the Wally Chin project. I believe that both of the Geotechnical Engineers have addressed the issue of an existing spring, at the Northwest property corner. Therefore, I will not request further investigation by the Geotechnical Engineers, regarding this alleged spring. I will, however, require a note on the approved Civil plan, stating that if any surface water or subsurface groundwater is encountered during construction, measures will be taken to protect adjacent property owners. I will work with the applicant and his Engineer during the Civil review process, to address this concern. Dave .,it µ.ms • ;011111111111' KUSSMAN ASSOCIATES 411, Architects, Planners & Consultants April 19, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: • We are submitting corrections to the above referenced short plat and SEPA applications in response to comments in your letter dated February 23, 2001. Our corrections are as follows: SEPA Comments - Public Works 1. Section B, Paragraph 1(d) Earth has been revised to read, "Yes - There is a history of unstable soil to the east of the project site between the east property line and Interstate 5 ". Section B, Paragraph 1(e) Earth correctly identifies 400 cu. yds. of cut and 1,200 cu. yds. of fill required. Revised cut and fill calculations reflecting this amount have been provided with these corrections. 3. Section B, Paragraph 2(c) Air has been amended to add dust control notes from civil plans. Section B, Paragraph 3(c)(1) Water Runoff has been revised to say that storm water will discharge into WSDOT system. 5. Section B, Paragraph 3(c)(2) Water Runoff has been revised to indicate that wastes will be discharged into the Val -Vue sewer district system. 1 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net RECER /Fn CITY OF T• APR 2 0 '►,;u; PERMIT CEr, , y, 6. Section B. Paragraph 14(d) Transportation has been modified to state that frontage improvements including a sidewalk will be provided along 53rd Avenue South. 7. Section B, Paragraph 15(b) Utilities has been corrected to name the Highline Water District as the water provider. Short Plat Comments Planning 8. Boundary lines have been revised to create individual lot areas greater than or equal to 6,500 sq. ft. Lots A, B, C and D are measured exclusive of the 20 -foot wide access easement. Lot E includes a portion of the 20 -foot wide easement. 9. The proposed private access road serves only four lots, B, C, D and E. (Lot A is served directly from 53rd Avenue South.) The access drive has been shortened to 145' -6" in length as measured from the existing edge of pavement at 53rd Avenue S. The access drive is not required to have a Fire Department turnaround because it is less than 150 feet in length. Fire department vehicle access is less than 150 feet from the access driveway to any portion of the first floor exterior wall of all buildings. Pavement will be provided at the access driveway and has been so indicated on the drawings. The proposed access drive layout was reviewed and approved by Lt. Steve Kohler of the Tukwila Fire Department on 04/02/01. 10. A fire hydrant has been added adjacent to the access driveway within 150 feet (by line of vehicular travel) to the closest point of all houses. 11. Per TMC 17.20.030(C)(6)(d), full street frontage improvements will be provided for the half of the street (53rd Avenue South) that abuts the perimeter of the short plat. 12. Topographic drawings have been revised to show areas with slopes of 20 percent or greater. Slopes have been identified showing ranges of 20 to 40 %, 40 to 60 %, 60 to 80 %, and 80% or greater. 13. A waiver of an Administrative Planned Residential Development ( "APRD ") is being requested for this site from the Director of Community Development in response to TMC 18.45.060(2) pertaining to properties containing Sensitive Areas. It is acknowledged that Class 2 and 3 Sensitive Areas exist on this site. 14. The site plan has been revised to include retention, removal, and mitigation for preservation of significant trees and vegetation. Species name, diameter, spacing, and location have been shown for trees to be retained or planted to replace vegetation cleared. Replacement trees have been provided in accordance with TMC 18.54.130(3)(b). A tree clearing permit will be obtained prior to any land altering permit or clearing of vegetation in the sensitive areas. A new tree has 2 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net • been indicated in the front yard of each lot to create a more uniform streetscape along the new access driveway. Short Plat Comments - Public Works 15. A note has been added requiring compliance with the geotechnical report by Spears Engineering & Technical Services dated October 18, 2000, and all subsequent geotechnical reports. See note 1 on Short Plat sheet 1. 16. A note has been added stating that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes or trenches. See note 4 on Short Plat sheet 1. 17. City of Tukwila vertical bench mark information has been added on Short Plat sheet 2: 18. Existing and proposed legal descriptions have been added to Short Plat sheet 1. 19. A peer review of the geotechnical report has been provided. See peer review dated March 9, 2001, by Shannon & Wilson, Inc. The applicant has agreed to pay for the peer review. Permitting (Improvements) 20 -26 Items 20 through 26 will provided with application for Miscellaneous Permit following preliminary approval of short plat. We trust that these corrections will be deemed satisfactory. If you should have questions or need additional information, please call. Sincerely, Leven M. Grassia Architect 3 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net 04/17/2001 08:52 206296511 *1ige 1 DEPT OF ASSESSME S King County Department of Assessments Parcel 885880 - 0055 Commuter . Parcel Geo Area Spec Area : Folio : 20783 Resp : R Block : 2 Property Address : 16628 53RD AV S TUKWILA 98188 Legal Desc : VALLEY VIEW HOMES ADD & VAC ST ADJ TaxP yer Accounts Res Area : 024 -010-0 Q -S -T -R : NW -26 -23-4 Type :R Levy : 2320 Lot : 4 Account Change 885880 - 0055 -031 CHIN WALLY L 16628 53RD AVE S Land HBU If Vacant :.Single Family Present Use :.Single Famiiy(Res Use/Zone) Percent Unused : 0 Zoning Date : 09/03/1996 Sewer System.: Public Corner Lot : No Base Land Val : 59,000 Tax Year : 1999 Parking : Land Views Mt Rainier : Olympics : Cascades : Good Territorial : Good Seattle : Land Waterfront Location : Bank : Tide /Shore : Restricted : Lot Depth Factor : 0 Land Nuisances/Problems Topography : Traffic Noise : Airport : 0,. Trans. Concurrency : No 98188 OD9999 PAGE 01 HBU As Improved Present Use Traffic Volume : 0 Current Zoning : 4DR Water System : Water District Lot SqFt : 17,371 Restrictive Size/Shape : No Land Val Date : 03/12/1998 Road Access : Public Street Surface : Paved Sound : Lake Washington Lake Sammamish : Lake /River /Creek Other Access Rights :.No Proximity Influence : No Poor Quality : No Footage : 0 Powerlines : No Other : Yes Water Problems No Other : No 04/17/2001 cont. on page 2 04/17/2001 Page 2 08:52 20629651 DEPT OF_ASSESSMES King County Department of Assessments Parcel 885880 - 0055 PAGE 02 Computer.. 04/17/2001 Land Designations Historic Site.: Nbr Bldg : 0 Adj. to Golf Fairway: No. Adj. to Greenbelt : No Other.: No Deed Restriction : No Environmental Restrictions ( None ) Residential Buildinq 1. Obsolescence 0 %Completed : 0 Year Renovated : 0 Heat Source : Gas 1st Floor Sq Ft.: 1120 2nd Floor Sq Ft. : 0 Finished Basement Sq Ft..: 580 Unfinished Half Sq Ft. : 0 Total Basement Sq Ft. : 1120 Basement Garage Sq Ft. : 0 Stories : 1 Deck Area : 0 Enclosed Porch Sq Ft. : 0 Fireplace Multi Story: 1 Fireplace Additional : 1 3/4 Baths :1 Bedrooms : 4 Building Grade : 7 Average. Basement Grade : 6 Low Average View Utilization : Accessories Current Use : (None) Dev. Rights Purchases : No Easements : No Native Growth : No DNR Lease : No % Net Condition : 0 Year Built: 1966 Additional Costs : 0 Heat System : Forced Air Half Floor Sq Ft. : 0 Upper Floor Sq Ft.: 0 Total Living Sq Ft.: 1700 Unfinished Full Sq Ft. : 0 Attached Garage Sq Ft. : 0 Brick/Stone : 16 Number of Living Units 1 Open Porch Sq Ft.: 140 Fireplace Single Story : 0 Fireplace Free Standing : 0 Full Baths : 1 1/2 Baths : 0 Building Condition: Average Building Grade Var.: 0 Daylight Basement : Y. Address 16628 53RD AV S 98188 Prk:carport SgFt : 240 Eff Year :.1856 Value 0 Description :. Sales History Excise Sale Sale Tax # Date Price Grade %. Net Condition,: 0 Date Valued : 01/01/1900 Instrument Sale Reason 1785027 10/30/2000 1751779 04/28/2000 1711221 09/08/1999 0 272,000 259,000 Quit Claim Deed Statutory Warranty Deed Statutory Warranty Deed Estate Settlement Estate Settlement cont. on page 3 04/17/2001 08:52 20629651 DEPT OF ASSESSMENTS Page 3 King County Department of Assessments Parcel 885880 - 0055. Computer ; 04/17/2001 PAGE 03 Excise .Sale: Sale Sale Tax # Date Price Instrument Reason 0697789 12/01/1982 0 Quit Claim Deed Value History for Acct 885880 - 0055 -03 Tax Omit Appr Appr Appr • Appr • Land Imps Total Tax Levy. Change Change Yr . Yr Land Imps Total Imp Incr Val Val. Val Val Reason Status Code Data Number Reason 2001 0 57,000. 108.000 175,000 2000 0 63,000 92.000 155,000 2000 0 69.000 82,000 141,000 1599 : 0 59,000 82,000 141,000 1999 0 59,000 82,000 141,000 1999 0 81,000 72,000 153.000 1998 0 0 0 0 1997 0 0 0 0 1995 0 0 0 0 1993 0 0 0 0 1991 0 0 0 0 1989 0 0 0 0 1987 0 0 0: 0 1985 0 0 0 0 1984 0 0 0 0 1983. 0 0 0 0 Change History Event :: Event Type Date Person Status Char Update 03/12/1998 Jqui Char Update . 12/31/1997 Jqui• Char Update 12/31/1997 • Mgie 0 67,000 108,000 .175,000 0 83,000 92.000 155,000 0 59,000 82,000 141,000 0 59,000 ' 82,000 141,000 0 59,000 82,000 141.000 0 81,000 . 72,000 153,000 O 81.000 72,000 .153,000 O 81,000 81,900 142,900 O 81.000 61,900 142,900 O 77,400 60,400 137,800 O 42,400 56.800 99,200 O 21,800 49.100 70,700 O 21,100 42,400 63,500 0 23,400 41,400 64,800 0 :23,400 .47,600 71,000 0 23,400. 47,600 71,000 T 2320 04/19/2000 Revalue T 2320 09/08/1999 Revalue T 2320 09/01/1999 Revalue T 2320 08/05/1998 Revalue T 2320 07/27/1998 R470730 Revalue T 2320 04/18/1998 R470000 Extenslon T 2320 08/26/1997 Revalue T 2320 09/04/1996 Revalue T 2320 06/28/1994 Revalue T 2320 02/19/1992 Revalue T 2320 01/09/1990 Revalue T 2320 11/13/1987 Revalue T 2320 03/01 /1986 Revalue T 2320 04/13/1984 • Revalue T 2320 02/01/1983 8000110 Legal Change T 2320 12/24/1981 Revalue Note 1 Date :. 01/01/1900 12: 00 AM Note : FREEWAY Note 2 Date Note Tax RoII Account 0 Type 8111 Yr By Omit Levy Yr Cd Appr Land Appr Imps Appr Imp Tax . ..Tax, . Tax Tot ' Incr Land 'Imps Tot 885880- 0055 -03. R 2002. 0 2320 .567,000 < 5108,000 '$175,000,. 50 $67,000 $108,000 $175,000 T 885880-0055 -03 R 2001 0 . 2320 $67,000 5108,000 8175,000,• 50 567,000 5108,000 5175,000 T 885880 - 0065 -03 . R 2000 .0 2320 563,000 592,000 5155,000 . 50 ` 563,000 592,000 5155,000 T 885880- 0055 -03" R 1999. 0 2320 $59,000 ..862,000 .5141,000 $0 $59,000 582,000 $141,000 . T 885880- 0055 -03 R . 1998 0 2320 50 $0 ` . 50 50 581,000 572,000 5153,000 T 885880 -0055-03 .R 1997 0 2320. 50 50 50 50 $81,000 561,900. 5142,900 T' 885880-0055-03' .R . 1996 0. 2320 . .50 . •, 50 50 50 581,000 $61,900 • $142,900 T Acct: Stat TVR Slat A A A A A A A cont. on page 4. 04/17/2001 08:52 .. 20629651 DEPT. OF ASSESSM TS Page 4 King County. Department of Assessments 'Parcel 885880 - 0055 PAGE 04 Computer. Appraisals Roll Land Imps Total Imp RM Yr Val Val Val Inc r$ Method R 2001 $67,000 $108,000 $175,000 R 2000 $83,000 $92,000 $155,000 R 1999 $59,000 . $82,000 $141,000 R . 1998 $81,000 $72,000 $153,000 R 1997 $81,000 $81,900 $142,900 Estimates Val Type Bldg Yr Val Roll Land TOTAL RCN TOTAL RCNLD BLDG RCN ACCY RCN BLDG RCNLD ACCY RCNLD TOTAL RCN TOTAL RCNLD BLDG RCN ACCY RCN BLDG RCNLD ACCY RCNLD TOTAL RCN TOTAL RCNLD BLDG RCN ACCY RCN BLDG RCNLD ACCY RCNLD EMV TOTAL RCN TOTAL RCNLD BLDG RCN ACCY RCN BLDG RCNLD ACCY RCNLD $0 PREV APPR/ADJ $0 PREV APPR/ADJ. $0. = EMV; $0 PREV/FAC $0 PREV APPR 04/17/2001 Appr Post Post. Reason Appr Dt Stat Dt Revalue - AnnlUpdt Revalue- AnnlUpdt Revalue- Physlnsp JOUI Revalue- AnnlUpdt Revalue- AnnlUpdt Imps Total Val Val Calc Date 0 2002 $59,000 $125,000 $184,000 0 2002 $59,000 $90,000 $149,000 1 2002 $0 $121,000. $121,000 1 2002 $0 04,000. ' $4,000 1 2002 $0 $88,000 $88,000 1 2002, $0 . $2,000 $2,000 0 2001 059,000 $119,000 $178,000. 0 2001 $59,000 $86,000 •$145,000, 1 2001 $0 $115,000 ' $115,000 1 2001 00. $4,000 $4,000 1 2001 $0 $84,000 $84,000 1 .2001 00, $2,000 $2,000 0 2000 $59,000 $115,000 $174,000 0 2000 $59,000 084,000 $143,000 1 2000 • $0 $111,000 0111,000.. 1 2000 ' $0 $4,000.' $4,000`. 1 2000 $0 082,000. $82,000 1 2000 00 ' $2,000 02,000 0 1999 $59,000 $82,000 0141,000 0 1999 $59,000 $114,000 $173,000. 0 1999 $59,000 $83,000 $142,000 1 1999 00 $110,000 $110,000 1 1999 $0 $4,000 $4,000 1 1999 $0 $81,000 $81,000 1 1999 00 $2,000 02,000 09/15/2000 09/15/2000 09/15/2000. 09/15/2000 09/15/2000. 09/15/2000 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/10/1999 09/20/1998 09/20/1998 09/19/1998 09/19/1998 09/19/1998 09/19/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 03/12/1998 04/11 /2000 Posted 04 /19/2000 08/31/1999 Posted 09/08/1999 03/12/1998 Posted 08/04/1998 08/25/1997 Posted 08 /26/1997 09/04/1996. Posted 09/04/1996 f • KUSSMAN ASSOCIATES 41IpArchitects, Planners & Consultants April 11, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Reference: Wally Chin 5 -Lot Short Plat 16628 - 53rd Avenue South, Tukwila L2000 -074 (Short Plat), E2000 -028 (SEPA) Dear Ms. Ritter: • RECEIVED APR 16 2001 COMMUNITY DEVELOPMENT This letter is in response to comments made at the public hearing on March 29, 2001, concerning an . alleged spring on the subject site and the use of the existing residence as a duplex. 1) Alleged Spring: On the afternoon of April 9, 2001, I visited the site in an attempt to verify the existence of a spring near the northwest property corner as indicated by neighbors attending the hearing. From my observations, there was no evidence of a spring or surface water, nor was there any indication that a spring or surface water had been present in the past. There was no channel or erosion visible and there was no water to be seen seeping under 53rd Avenue S. The northwest property corner is a depressed area, planted with lawn, several feet lower than the street and neighboring lot to the north (which supposedly has water problems in the basement according to a neighbor's testimony at the hearing). Soils on the northwest portion of the site appeared moist but not wet. A small number of Common Horsetails (Equisetum arvense) were observed growing up through the grass along the property line. This plant is an indicator species that thrives in moist or wet environments, although it does not necessarily mean the presence of surface water. Along the eastern two- thirds of the north property line, the ground becomes obscured beneath a large, impenetrable thicket of Himalayan Blackberries. No evidence of a spring could be detected through the dense cover of vegetation. 1 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net Our observations are consistent with those found in the soils reports previously prepared for this site. The original soils report by Spears Engineering and Technical Services, dated 06/16/01, did not identify the existence of a spring or the presence of any surface or ground water. In the subsequent peer review dated March 9, 2001, consultants Shannon & Wilson, Inc., stated that the site appeared to be well drained and that there was no evidence of groundwater seepage, erosion, ponded water, or wet areas on the property. Existing Residence: The existing house is a single - family residence with a "mother -in -law" apartment in the basement. This configuration was pre - existing when the current owner, Mr. Wally Chin, purchased the property. It is our understanding that the residence is now occupied by one family consisting of a husband, wife, and two sons, one of whom is married. We hope that this letter will answer your concerns. If you should have questions or need additional information, please call. Sincerely, Steven M. Grassia Architect 2 P.O. Box 1705 • Bothell, WA 98041 -1705 (425) 486 -8300 • Fax (425) 806 -9628 • Email kussman @worldnet.att.net View looking north along west property line (53rd Ave. S.) View looking northeast across northwest corner of site View looking east toward northeast property corner View looking west along north property line toward northwest property corner MEMORANDUM TO: Jason Jones FROM: Deb Ritter DATE: April 6, 2001 RE: Request for Action (possible zoning code violation) at.16628 53rd Avenue South On March 29th, DCD hosted a neighborhood meeting regarding a pending short plat (at the above - referenced location). There is an existing single - family . home on the property, which is located in a Low Density Residential ( "LDR ") zone. One of the attendees_ (Mildred Heppenstall, who lives across the street) believes that there are two dwelling units inside the house. She described the residence as a "rooming house" and says that four to six cars are parked in front of it on a daily basis. She said the house had a daylight basement and implied that a second entrance is located there. Most of the attendees have lived in the neighborhood for decades and many supported Ms. Heppenstall's claims. In response to Ms. Heppenstall's comments, Steve Lancaster summarized the zoning code requirements regarding dwelling and accessory units. He also indicated that the City would investigate the matter to determine if there was an illegal dwelling unit on the property. The owner's brother (Gilbert Chin) attended the meeting but left early without making any comments. The owner (Wally Chin) is extremely ill and was not able to attend. Steve feels that an RFA is the best way to respond to the concerns of the neighborhood. However, he has asked that you meet briefly with Jack (after Jack returns from vacation on April 16th) to discuss this complaint before processing the RFA. In the meantime, please feel free to contact Steve or myself with any questions you may have. cc: Jack Pace Rhonda Berry MEMORANDUM TO: Chin 5 -Lot Short Plat 16628 53rd Avenue South L2000 -074 (Short Plat) E2000 -028 (SEPA) FROM: Deb Ritter -_, DATE: March 30, 2001 RE: Notes from Neighborhood Meeting March 29, 2001 (6 -8 pm) Tukwila Community Center The followngem s were raised during thse x mthea ptin 1. following �I 15 53�n � complained that the exiistin house cro ss t h e street et (Parcel 885880 -0055) contains more than one dwelling unit. She indicated that an average of four to six cars are parked in front of that house on a daily basis. She described the structure as a "rooming house ". Steve Lancaster explained the zoning code requirements regarding accessory units and indicated that the City would investigate the matter to determine if there was an illegal dwelling unit on the property. 2. Many residents complained that Slade Way is only one lane in width and should be improved. They believe that this road will be negatively impacted if additional short plats are approved. Dave McPherson indicated that improvements to Slade Way are not scheduled on Public Works current capital improvements list. 3. A few residents indicated that a seasonal spring exists at the northwest corner of Parcel 885880- 0050. The path of the spring is hidden by blackberry bushes located along the north property line. The house on the parcel to the north requires a sump pump due to the soil hydrology. The applicant's engineer (Lyle Kussman) was advised of this and was asked to investigate. Dave McPherson will review Mr. Kussman's information and may require that the geotechnical and /or soils reports be amended. 4. The applicant provided a revised plan for the 5 -lot short plat (which has not been formally submitted to DCD). The length of the access road from the street to the easternmost (proposed) house is well over 150 feet. However, the boundary of the easternmost parcel in question is between 150 and 166 feet from the street. To avoid delays in processing, the applicant's engineer was advised to provide the Fire Department with a copy of the revised plan (for their review and comment) prior to formal submission to DCD. cc: Steve Lancaster Dave McPherson `03/01/01 16:29 FAX 206.:768 0524 D�EB 137 @.1.15 .03:46PM TUKWi DCDIPW 02luoiva .u.a r:�a►.cuu v.►�a i CITY PARKS AND RECREATION DEPARTMEti TCC FACILITY APPLICATION FOR USA E FORM DEPARTMENTS TUX PARK & REC TUg .PARK & REC OF TuxwILA • ALL Crrr MEETINGS AT THE TUKWILA COMMUNITY CENTER MUST NAVE THIS FORM COMPLETED AND BEFORE THE EVENT WILL BE SCHEDULED AND CONFIRMED. BY SUBMITTING A USAGE FORA, rr DOES NO SPACE AS CONtFUCTS MAY OCCUR. INTERDEPARTMENTAL AND THE CENTER'S FAX (205) 768 -0524 REQUESTS TO THE CENTER.. 3..zi� 1 / c, DATE(s) oP EVENT . Tit= S p To NATUt4E or Evewr f C�1 �O0 &, m 3Q± ( Wtta o • • I • G n�ta l:V 11 WHO IS SPONSORING THE EVENT?, r IA.YIYL WHC'31NVRFA TO ATTEND? ESTIMATED ATTENDANCE: ADtnTS (21 & OLD Ycum (uNOE1121 Yts►as) PLEASE CHECK ALL THAT APPLY LOCATION: • alo02 P.2'2 (1002 .1(/(0 R CITY • = MITTED TO THE Carr UTOMATICALLY RESER Y, BE USED TO FORW �rI 1♦ 1 RE-SCENTS? ( Yf N NoN- REstoEti TS? Y TOTAL RO ' 3 . 04 LivEE Elmo ITENs. Wet as Sots (TUlcWIL.. BusENess Uc..# WNCR MICROPHONE • EASELS OVERHEAD PRO.I. SCREEN'CT1;(ER CONDITIONS FORME OFTUKWIIA CoMMUNI Y CENTER 1 Each group is responsible for their OWN set -up, cleanup, and take down for meetings or events held ay City depercnents. Please include y sat-up and clean -up time in your requested mental time. • 2. City Departments am responsible for any additional costs including, but not limited to, failure to dean . the facility. damage to equiQmenr/faolity, and usage lime beyond normal operating hour 3. • Clean -up shall be in accio dartce with the cleaning guidelines Wad In the Rental Information Packet. Failure to clean the facility, damage the fadltty or failure to props.1y reptacs equipment wig result In forfeiture of tha damage deposit, a claim for damages to the Applicant, an dental cf future use. 3. AA groups using the kitchen MUST go through a kitchen equipment orientation during he week prior to their eCiaicd evenL CANCELLATION POUCY: Please notify the Faolities Coordinator or Recreation Supervisor of cancella or re- schedule immediately. allows for trte space to be made available other groups that may want to reserve space. ,. 00 NOT AFFIX ANYTHING TO THE C UNG, DOORS, COLUMNS, WALLS, PARTITIONS, WINDOW uoi'TS (including nalNray lobby): 7. Tukwila Community Center Is a smo futility. SMOKING is not permitted inside Tukwila Community Center, & Any situation or question riot =mated in above regulations or the Rental Information Packet shall be discussed by the RecreaGan Staff and decision rendered by the Parks and Recreation Director. • Event Contact Person: 'h T \- 4 — Altemate Contact_ Pelson In Charge eit Event, AUTHORIZAT7ON: 1 hereby warrant and co statements arc true to the best of my know! governing the renal use,of the Tukwila Co ,m Signature: Dept.:,' 6(11Yltf1 Dept: ben Dept_ -C Phone: a OI i i -aolg phone: 1,c. g* j Phone:( .. C4 ! " s I— that 1 am the authorized representative of the city departmen Aamed above, that the ge, end that our department and / agree to be bound by the ' feeu /at/arts and polices ifv Center or other fadlties as listed below. :i Todays Cate: a. ' 7' • DATE TIME LOCATION/FACILITY. EQUIPMENT ',,. • . 3•Z9 -o l (&' 4 . ii .1 "1 1 J Confirmed By:_ BUDGET S rantapp2 doe 4' Amount Summary:, Date: 3 -1-0 _ SIGN -IN SHEET NEIGHBORHOOD MEETING regarding TWO PROPOSED SHORT PLATS at 16804 53RD AVENUE SOUTH and 16628 53RD AVENUE SOUTH on THURSDAY MARCH 29TH 6:00 — 8:00 p.m. TUKWILA COMMUNITY CENTER MEETING ROOM I NAME ADDRESS I eP(A/x Yitie /��r yo- s /G63171 532D e4v6, S, qI(-To kt /- GRn y I(Q(0_'s- 5-- 3 ii_ s, niT-C/ �VaS l CO(OS7 S3 -r Av, S. 1A Ai AA- S7 IP 4-' /16 /WP - 5 Zvi sv. kM 1 r 4 V k.//it f /((/ - ($ iii-t _v, I 13;11 ¢ Cindy Frth c,i, i, 12_ 16660 -53 S Rei.Ai Fr; ,TeUe Z fig {NAG / &(2 5-2x /9v'. 2 l SIGN -IN SHEET NEIGHBORHOOD MEETING regarding TWO PROPOSED SHORT PLATS at 16804 53RD AVENUE SOUTH and 16628 53RD AVENUE SOUTH on THURSDAY MARCH 29TH 6:00 — 8:00 p.m. TUKWILA COMMUNITY CENTER MEETING ROOM NAME ADDRESS I 711 :1 a r(Zdc/-b(i 1 7eee 3\-- 3 -� 3, ?gle? .. _,,,,f;zt€1,,;,,,3146-7,-, 1-7 1 0 .5 7 Gp .G-I( S-/- . / /‘1:); — 53 Cedi,t2 --& ? P/ CP 6 % .edp „; 5'1,A./ *Zdt,-.6efl ' - c -ZC/ /11 A5--- ( F cQ . 7 g/ f Q cia,,,;,,,_, . f.v. » J iii.-1 n f3- 7 - ¢)-la---r SIGN -IN SHEET NEIGHBORHOOD MEETING regarding TWO PROPOSED SHORT PLATS at 16804 53RD AVENUE SOUTH and 16628 53RD AVENUE SOUTH on THURSDAY MARCH 29TH 6:00 — 8:00 p.m. TUKWILA COMMUNITY CENTER MEETING ROOM I N NAME A ADDRESS SY. v/ /4 f f; HEfi- T H / / '6, 5 57 .s5 vJ) A of t z� i ( (74-- / /6 So cz V42 /7 / /1.-- U U ssmgo - --.0X 1 1%K an �zz_.1 iA-- �T-s--v R RASS /A P P. 0 , , ,B n; ! ?D Cl tc'r a (14 9 9 8 PROPOSED 5 -LOT SHORT PLAT (AT 16628 53RD AVENUE SOUTH) RECEIVED CITY OF TUKWILA \ D h `j I31 PERMIT CENTER The greatest numbers of homes of this neighborhood were established 40 years ago or more. The nature of the area has been, since that time, one of quiet and stable family units - many of us having moved in as young adults and have matured, as has the neighborhood itself. It relishes its serene views and pleasant spaciousness. Now the proposal to interject short plat dwellings diffuses the nature of our established neighborhood. It goes counter to advice which Michael Freedman, an international expert on urban design and redevelopment, offered on March 7th of this year in a presentation sponsored by our Tukwila mayor and City Council. Mr Freedman very pointedly recommended that established neighborhoods which have retained their integrity over the years not be diluted with inappropriate changes or additions. He stressed the negative impact on private property values in such circumstances. That is exactly pertinent to this situation. We are an established, middle- class, serene area with a valuable investment, and we value what we have. The proposed short - platting overrides all of that for the sake of outsider profit. Fill the open lot with a single home to complete the neighborhood, and don't make it a development produced merely for the sake of profit. Mr. and Mrs. William J. Gorjance WU-rn r c/i, 16604 53rd Avenue South REQUEST • City of Tukwila REQUEST FOR ACTION FORWARD TO: X CODE ENFORCEMENT O FIRE DEPARTMENT ❑ POLICE DEPARTMENT ❑" PARKS /RECREATION ❑ PUB WKS - Engineering KC ANIMAL CONTROL O PUB WKS - Utilities ❑ CITY CLERK OFFICE • DCD - Planning Division 0 CITY ATTORNEY ❑ DCD - Building Division 0 OTHER: RFA File # Violation Location- Street Address: �6 2 �� f'dL. fl1 �� 1 Describe location �q on property: S► \4Q Fa. r l\� )OV (, (Le., rear yard, ` �' behind garage) 11 n�, Tenant/Landior /Owne l �► l l n information (if known : 5s to mar ot_c6 Ic Nature of report: E Public Safety E Nuisance 0 Employee Safety ' ,u Other: Zz:v\I Describe hazard /problem in detail: Vtp \off `r �� 4Q A� �D J t • P- 3O3 1 LO 1 Cl. Request contact? =Yes = No U C4-‘0\, 0.• We. lAre e. 1erco'n c *`iceQ fe,,,a\'1�c(l me2tr)t Work phone: pc 4i2 a re. o ‘n d 4s4rNe �Q,∎ q jc teQ� l r c �, � k-- - ►'',1 v tl . N- a CA 4 fo ly c-ca, cs ckre_ a r- ca \ c\ .c refit csc sv \\ o tat on vow aau, \\Ar., 1'J 0....,3.,‘ 6 . doss ►i_si s2 A42.-Q a�1 a. well, cvl u,n REPORTED BY: Name: fY\ 1 ` `‘411-42x9 "��! S� City resident - Work in Tukwila - Visitor _ City Employee - Dept: Address `r �� 4Q A� �D J t Request contact? =Yes = No Home phone: 20(0 - at -VA - I15 1 Work phone: Anonymity requested? - Yes -_: No REQUEST TAKEN BY: ACTION Department: D Date: /-3.,z1_01 Responding City Department: Date received: Corrective measures taken or assistance given (if "None ", explain): Response by (name): Date of response: Routing: White copy to Mayor's office; yellow and pink copies to responding department. 1 CITY OF TUKWILA STATE ENVIRONMENTAL Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of applicant: Applicant: Wally Chin 15310 Macadam Road, #A -303 Tukwila, WA 98188 Phone: (206) 261 -6575 Shortplat for Wally Chin Contact Person: Steven M. Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Phone: (425) 486 -8300 Fax: (425) 806 -9628 3. Date checklist prepared: September 19, 2000. Revised March 20, 2001. 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Begin construction in June, 2001, with completion in June, 2002. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None. 9. List any government approvals or permits that will be needed for your proposal, if known. City of Tukwila SEPA, Short Plat Approval, Building Permit, Grading Permit, Plumbing Permit, and Electrical Permit. 1 1 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Create a short plat with five lots for a total of five single - family residences (one existing and four new). Area of project site is 34,750.02 sq. ft. (.79 acres). Total gross floor area of all buildings is 8,550 sq. ft. Covered parking will be provided for two automobiles at each residence for a total of 10 vehicles. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 16628 - 53rd Avenue South, Tukwila, Washington 98188 Legal Description: Lots 3 and 4, Block 2, Valley View Homes, according to the plat thereof recorded in Volume 56 of Plats, Page 81, Records of King County, Washington. Together with that portion of the right of way of 54th Avenue So. vacated according to Ordinance Number 1236 dated November 3, 1981, City of Tukwila, which abuts Lots 3 and 4 in Block 2 of Valley View Homes. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Map as environmentally sensitive? Yes -- steep slopes greater than 20 percent. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other(moderately sloped. b.. What is the steepest slope on the site (approximate percent slope)? 30 percent. 2 1 c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site is covered by six to twelve inches of topsoil over two to three feet of dark brown gravelly sand and sandy gravel, beneath which lies very dense glacial till. The site is not prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Yes - There is a history of unstable soil to the east of the project site between the east property line and Interstate 5. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Topsoil containing organics or deleterious material should removed from areas to receive buildings or pavement. Excavation and backfill will be required for footings and utilities. Structural fill will be required at the access driveway to raise the finish grade to meet street level. Approximately 400 cu. yds. of cut and 1,200 cu. yds. of fill are expected. Structural fill will be brought from off -site sources. On -site soils will be wasted as fill under landscaped areas. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes -- erosion can result from grading and excavation work during construction, especially if earthwork takes place during rainy seasons. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 32 percent (11,000 sq. ft.). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Earthwork should be conducted during dry season. Silt fencing, hay bales, plastic over mounds of backfill, catch basin filters, rock construction entrance, sedimentation ponds and straw mulch will be used during construction. Erosion control landscaping and storm drainage system will be provided "upon completion. g. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Minimal amounts of dust and vehicle emissions during construction, and minimal amounts of automobile emissions when complete. 3 • 1 b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Contractor shall minimize the period of soil exposure through use of temporary ground cover and other temporary stabilization practices such as seeding and mulching, and erosion blankets. During construction and dry weather, the site will be sprinkled with water until the surface is wet. The process will be repeated as needed during the day. All truck traffic must use the construction entrance as shown on the drawings. During construction, all properties and all public streets adjacent to the project which will be used by construction traffic shall be kept clean of all material deposits resulting from on -site construction. • 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5. Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 4 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and the method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from roofs and pavement will be collected on -site in a new storm drainage and detention system before being discharged into the existing WSDOT storm sewer. 2. Could waste materials enter ground or surface waters? If so, generally describe. No -- wastes will be collected and discharged into the existing Val -Vue Sewer District sanitary sewer. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm runoff will be collected from pavement surfaces by catch basins and from roofs by gutters and downspouts. It will then flow through the new storm drainage system which will include on -site detention before discharging into the existing City storm sewer. Size and characteristics of the detention and water quality facilities will be determined prior to the building permit application. 4. Plants 5 mall mammals and rodent a. Check or circle types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other x evergreen tree: fir, cedar, pine, other x shrubs x grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, mil foil, other x other types of vegetation - describe weeds, blackberries. etc. b. What kind and amount of vegetation will be removed or altered? Approximately .79 acres of grasses, weeds, shrubs, and trees will be cleared from the area to be disturbed by new construction. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping will be provided around the buildings, adjacent to parking areas and along property edges in accordance with the City of Tukwila Zoning Code. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle(songbirdsl)other Mammals: Deer, bear, elk, beaver, other Fish: bass, salmon, trout, herring, shellfish, other Other b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be provided for space heating and hot water. Electricity will be provided for power and lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List of other proposed measures to reduce or control energy impacts, if any: Insulation and thermal glazing will be provided at heated areas per the Washington State Energy Code. 7 Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. Minimal risk of fire exists. 1. Describe special emergency services that might be required. Fire protection. 2. Proposed measures to reduce or control environmental health hazards, if any: Project will have hydrants as required by fire department and access will be provided for fire department vehicles. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other)? Freeway traffic. 2. What types and levels of noise would be created by or associated with the project on a short -term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 7 • • Short-term construction noise during the daytime, and minimal long -term traffic noise (24 hours). 3. Proposed measures to reduce or control noise impacts, if any: Buildings will be constructed using recommended Sound Transmission Class (STC) ratings to reduce noise transmission. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is zoned LDR - Low Density Residential and is currently occupied by a single - family residence. To the north, south, and west are properties which are similarly zoned and which contain other single family dwellings. To the east is the I -5 freeway corridor. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. A single family residence of approximately 1,350 sq. ft. currently occupies the site. d. Will any structures be demolished? If so, which ones? No. e. What is the current zoning classification of the site? LDR - Low Density Residential f. What is the current comprehensive plan designation of the site? Low Density Residential. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes -- steep slopes greater than 20 percent. i. Approximately how many people would reside or work in the completed project? Nineteen residents based on one person per bedroom. J• Approximately how many people would the completed project displace? None. 8 k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed project complies with the existing zoning code and it is consistent with the comprehensive plan. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. Five units of middle- income housing (including one existing unit). b. Approximately how may units, if any, would be eliminated? Indicate whether high, middle, or low - income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? Maximum building height will not exceed 30 feet. The principle exterior building materials will be vinyl siding with asphalt composition roofing. b. What views in the immediate vicinity would be altered or obstructed? Views looking east across I -5 and Rainier Valley from single - family residences to the west would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: Buildings will use a muted color scheme. Modulation of wall and roof surfaces will be designed to provide rhythm and to break up the mass of the exterior. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Minimal light and glare will be produced -- exterior security lighting at night using directional luminaries, light from windows, and automobile headlights at night, and normal glare off windows during the daytime. 9 • • b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? Freeway lights. d. Proposed measures to reduce or control light and glare impacts, if any: Exterior security lighting will use directional luminaries, off - street parking will be provided in garages, landscape screening will be used to reduce glare from headlights, and building windows will have blinds or shades. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Crystal Springs Park, Crestview Park, Tukwila Park, Bicentennial Park and the Green River Trail, Fort Dent Park, and Foster Links Golf Course are located in close proximity to the project site. These parks have bicycling, hiking, river access, play areas, picnic areas, golf, and ball fields. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including opportunities to be provided by the project or applicant, if any:.. None. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site? None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation 10 • • • a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site will be accessed from 53rd Avenue South which connects to I -5 and SR 518 via Klickitat Drive. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop and where is it? Presently, no bus service exists along 53rd Avenue South. The nearest bus service is on Metro Routes 124, 128, 140 and 150 approximately 1/2 mile away at South Center Shopping Mall. There is also service 3/4 mile away at the intersection of Military Road and South 170th Street on Metro Route 170. c. How many parking spaces would the completed project have? How many would the project eliminate? Ten off - street parking spaces will be provided on -site for automobiles belonging to residents. No parking spaces will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new streets, or roads, will be needed for this project. New frontage improvements including a sidewalk will be required along 53rd Avenue South. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. SeaTac International Airport is two miles from the site. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. On average, 50 daily trips can be expected from this project with five P.M. peak hour trips and four A.M. peak hour trips being generated. Peak volumes would occur between 7 and 9 A.M and between 4 and 6 P.M. g. Proposed measures to reduce or control transportation impacts, if any: The project will provide proper sight distances at the new driveway entrance to 53rd Avenue South. 15.. Public Services Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: The project will result in increased need for public services including fire protection, police protection, health care and schools. 11 • b. Proposed measures to reduce or control direct impacts on public services, if any. Payment of increased taxes and fees will cover costs of necessary public services. 16. Utilities a. Circle utilities currently available at the site:(lectricity, natural gas, water, refuse service, telephone, sanitary sewerjseptic system, otherlCable TV. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed: Electricity: Puget Sound Energy Gas: Puget Sound Energy Water: Highline Water District Sewer: Val -Vue Sewer District Refuse: City of Tukwila Telephone: Qwest Cable TV: AT &T C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to . make its decision. Date Submitted: 7 March 19, 2001 CUT AND FILL CALCULATIONS For Wally Chin Short Plat 16628 - 53rd Avenue South Tukwila, WA 98188 Fill required: 20' wide x 220' long x 4' deep (avg.) at access drive = 17,600 cu. ft. 10' wide x 220' long x 2' deep (avg.) at shoulders x 2 each = 8,800 cu. ft. 20' wide x 130' long x 2' deep (avg.) at driveway aprons = 5.200 cu. ft. TOTAL FILL = 31,600 cu. ft. 31,600 cu. ft. = 27 cu. ft. per cu. yd. = 1,170 cu. yds. fill required Round off to 1,200 cu. yds. fill required (approximate) Cut required: Topsoil removed under access drive: 20' wide x 220' long x :5' deep at pavement = 2,200 cu. ft. 10' wide x 220' long x .5' deep at shoulders x 2 each = 2,200. cu. ft. 20' wide x 130' long x .5' deep at driveway aprons = 1300 cu. ft. Subtotal = 5,700 cu. ft. Excavation for detention and water quality vault: 8' wide x 74' long x 8' deep vault = 4.736 cu. ft. TOTAL CUT = 10,436 cu. ft. 10,436 cu ft. + 27 cu. ft. per cu. yd. = 387 cu. yds. cut required Round off to 400 cu. yds. cut required (approximate) Note: Cut and fill calculations do not include excavation for new structures which will be provided under separate building permit. • Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PUBLIC MEETING NOTICE Dated March 2, 2001 RESCHEDULED MEETING Due to the earthquake on February 28th, and the subsequent closure of City offices and facilities, we were unable to hold the neighborhood meeting. We apologize for any inconvenience this may have caused. There will be an informational meeting held on a proposed 3 -lot short plat (located at 16804 53rd Avenue South) and a proposed 5 -lot short plat (located at. 16628 53rd Avenue South)." This meeting will - take place -on. Thursday, March 29, 2001 from 6:00 to 8:00 p.m., in the Tukwila Community Center Meeting Room (12424 42nd Avenue South). City staff will attend the meeting to provide information and answer questions about these proposed short plats. The applicants (Gilbert Chin and Wally Chin, respectively) and their engineers have been invited to attend. If you have questions, please call Deborah Ritter, Associate Planner, Department of Community Development at (206) 431 -3663. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Cizj' of Tukwila Steven M. Mullet, Mayor February 23, 2001 Department of Community Development Steve Lancaster, Director OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, Washington 98027 -3817 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Greetings: We have completed a detailed review of your SEPA and Short Plat applications. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: SEPA Cornments - Public Works: Public Works has identified the following deficiencies in the SEPA Checklist you submitted on October 26, 2000. Please revise the Checklist accordingly. 1. Section B, Paragraph 1(d) Earth The answer should be yes. You should also indicate a history of unstable soils to the east of the site and between Interstate 5 and the site. 2. Section B, Paragraph 1(e) Earth The cut and fill quantities shown in this paragraph do not match information provided to the City by Baima & Holmberg showing a total of 300 cubic yards of fill with no excavation. 3. Section B, Paragraph 2(c) Air You should also add the information in the dust control note that appears on the Civil plan sheet. 4. Section B, Paragraph 3(c)(1) Water Runoff Under your proposal, storm water discharges to WSDOT, not to the City's existing storm sewer. 5. Section B, Paragraph 3(c)(2) Water Runoff Wastes are discharged to VaI -Vue sewer district, not to the City's existing sanitary sewer. 6. Section B, Paragraph 14(d) Transportation Frontal improvements will be required, including a sidewalk along 53rd Avenue South. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 2 7. Section B, Paragraph 16(b) Utilities Water is provided by the Highline Water District. Sanitary Sewer is provided by Val Vue Sewer District. Short Plat comments - Planning: 8. As defined in TMC 18.06.505, the term "Lot Area" means the total horizontal area within the boundary lines of a lot and exclusive of street right -of -way, street easement or private access roads serving more than one lot authorized pursuant to the subdivision ordinance. For this reason, the square footage of your proposed Lots A, B and D must be equal to or greater than 6,500 square feet, exclusive of their respective portions of the 20 -foot wide access easement. The square footage of your proposed Lots C and E must be equal to or greater than 6,500 square feet, including the respective portions of the 20 -foot wide access easement. 9. Per TMC 17.20.030(C)(5)(d), proposed private access roads may not serve more than four lots nor be more than 200 feet in length. Those access roads 150 feet or greater shall have a tumaround built to Fire Department standards. We recommend that you shorten the length of the access road and provide a tumaround on one side of the site instead of at the rear of the site. The access road must be paved. 10. A fire hydrant with a 1,000 GPM flow must be within 150 feet (by line of vehicular travel) to the closest point of all houses. 11. Per TMC 17.20.030(C)(6)(d), streets abutting the perimeter of a subdivision or short plat of five or more lots shall provide the full improvements on the half of the street adjacent to the site, provided additional paving may be required to ensure safe and efficient roads exist to serve the subdivision; provided further that there are no physical obstructions to completing the other half of the roadway and that there is a minimum of 20 feet of paving. 12. The Boundary/Topography Plan Sheet prepared by Baima & Holmberg (dated April 6, 2000) indicated the presence of 20% slopes throughout the site. Please update the plan to include all slope areas that are 20% or greater. 13. The subject property contains Sensitive Areas that have the potential for geologic instability. These areas have been designated as Class 2 and Class 3 on the City's Sensitive Areas Maps on file with the Department of Community Development. Per TMC 18.45.060(2) any new residential subdivision or multiple family residential proposal which includes a sensitive area or its buffer on the site shall apply for a planned residential development permit and meet the requirements of the Planned Residential Development District chapter. However, you may choose to request a waiver of an Administrative Planned Residential Development ( "APRD "). Any waiver request should be addressed to the Director of Community Development and must include the following: • Your acknowledgement of the existence of Class 2 and 3 Sensitive Areas on the proposed site. Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 3 • • A request for a waiver of the Administrative Planned Residential Development permit. 14. Please provide a retention /removal plan for the preservation of significant trees and vegetation (caliper over 4 inches) located within sensitive areas (slopes 20% or greater, wetlands. or watercourses) and sensitive area buffers (per TMC 17.14.20(B)(k) and (o). The planting plan shall include diameter, species name, spacing and location of trees /vegetation to be retained or used to replace vegetation cleared (per TMC 18.54.080(2). Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown in TMC 18.54.130(3)(b) attached. PLEASE NOTE: A tree clearing permit will be required prior to the issuance of any land altering permit and the clearing of any vegetation in sensitive areas. The tree permit will be subject to the conditions set forth in TMC Chapter 18.54 (attached). PLEASE NOTE: Each lot within a new subdivision or short plat of five Tots or greater will be landscaped with at least one tree in the front yard of each lot to create a more uniform streetscape. Short Plat Comments — Public Works: 15. Please provide a note on the plat indicating compliance with the Geotechnical Engineering Report by Spears Engineering & Technical Services dated October 18, 2000 and all subsequent geotechnical reports. 16. Please provide a note on the plat that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 17. Please provide City of Tukwila vertical bench mark information on the plat. 18. Please provide the existing and proposed legal descriptions on the plat. 19. A peer review of the geotechnical report is required per TMC 18.45.080(E)(4). Applicant is required and has verbally agreed, to pay for peer review of geotechnical reports and studies. Permitting (Improvements): Once the required revisions to your Short Plat application have been provided and you have received preliminary approval, you must apply to the Public Works Department for a Miscellaneous permit for land altering, curb cut and access, storm drainage, street use, fire loop and hydrant. The submittal should include plan sheets and construction specifications. An infrastructure design and construction manual is available from the Public Works Department. Mr. Wally Chin Ms. Bonnie Babcock February 23, 2001 Page 4 The following will be required by Public Works in connection with the Miscellaneous permit application: 20. A bond in form acceptable to the City Attorney pursuant to TMC 17.23.030 if improvements are to be deferred. 21. A storm water technical information report, based on Department of Ecology criteria. 22. Individual house foundation and drainage systems shall meet a specific geotechnical assessment, with final design recommendations. 23. Copy of all private ingress, egress and utility easements. 24. Copy of any private storm water maintenance agreements. 25. All utilities are required to be underground, per City ordinance. 26. Civil Plan Requirements: a. Civil plans shall be designed per City of Tukwila standards, details and specifications. b. Locate the water main on the plan sheet within 53rd Avenue South. c. Show the sanitary force main within 53rd Avenue South and provide a note on the Civil plan sheet to protect during construction. d. Storm design criteria must be based on Department of Ecology standards. Next Step: Upon receipt of all of the documentation requested in Items 1 through 19 above, we will continue processing your SEPA and Short Plat applications. If you have any questions regarding Public Works comments, please contact Dave McPherson, Associate Engineer at 206 -433 -0179. If you have any questions regarding Planning comments, please contact me at 206 -431 -3663. Sincerely, 12-1.(-cf Deborah Ritter Associate Planner cc: Mike Alderson, Assistant Fire Chief Dave McPherson, Associate Engineer MEMORANDUM TO: PLANNING DEPT. — Deborah Ritter, Associate Planner FROM: PUBLIC WORKS DEPT. — David McPherson, A�sso iate Engineer DATE: February 22, 2001 SUBJECT: Wally Chin — 5 Lot Short Plat 16628 - 53rd Ave. South SEPA, Short Plat, and Informational Comments SEPA — E2000 -028 The environmental checklist should be revised to reflect the following comments: B. Environmental Elements 1. Earth d. Yes. History of unstable soils to the East of the site and between freeway (I -5) and the site. e. Cut and fill quantities do not match fax from Baima & Holbmerg Inc., showing totals as 300cy fill and no excavation. 1. Air b. Emissions from traffic on 53rd Ave South c. Also add - Dust control note on civil site plan sheet 2. Water c. Water Runoff (including storm water) 1. Storm water discharges to (WSDOT), not to the City's existing storm sewer 2. Wastes are discharged to Val -Vue sewer district, not to the City's existing sanitary sewer 14. Transportation d. Frontal improvements including sidewalk along 53`d Ave South 16. Utilities b. Electricity - Natural Gas - Telephone - Water — Highline Water District Sanitary Sewer — Val -Vue Sewer District Short Plat — L2000 -0074 1. Provide Washington State Department of Transportation (WSDOT) approval, for discharge of storm water, within their right -of -way. 2. Frontal improvements along 53`d Ave South are required, including City Of Tukwila standard sidewalk. Rockery along full width of site frontage, is necessary to be replaced. 3. Verify that all private access, including driveways, shall not exceed 15% slope. Short Plat Survey Site Plan 1. Provide note on short plat map, to comply with Geotechnical Engineering Report, by Spears Engineering & Technical Services, dated October 18, 2000 and subsequent geotechnical reports. 2. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 3. Provide City Of Tukwila vertical bench mark information on short plat map. 4. Provide existing and proposed legal descriptions on the short plat map. Informational Comments Short Plat Site Development Plan 1. A peer review of the geo- technical report is required per City Of Tukwila codes 18.45.080.E and 21.04.140.A. Applicant is required and has agreed verbally, to pay for peer review of geo - technical reports and studies. 2. Individual house foundation and drainage system, shall meet a specific geotechnical assessment, with final design recommendations. Show water main on Civil plan sheet within 53`d Ave South. Provide a copy to the City, all private ingrees, egress & utility easements. Provide a copy to the City, any private storm water maintenance agreements. 6. All utilities are required to be underground, per City ordinance. 7- -Show sanitary Sewer force main within 53`d Ave. South, provide note on Civil plan sheet, to protect during construction. —Storm design criteria, is based on Department of Ecology (DOE) standards. Miscellaneous Permit 1. Upon approval of preliminary short plat, from the Planning Department, the applicant may apply for Miscellaneous permit approval. 2. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 3. An infrastructure design and construction standard manual, is available at the Public Works Department. 4. Provide a storm water technical information report, based on Department of Ecology criteria. • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PUBLIC MEETING NOTICE Dated February 12, 2001 There will be an informational meeting held on a proposed 3 -lot short plat (located at 16804 53rd Avenue South) and a proposed 5 -lot short plat (located at 16628 53rd Avenue South). This meeting will take place on Wednesday, February 28, 2001 from 6:00 to 8:00 p.m., in the Tukwila Community Center Meeting Room (12424 42nd Avenue South). City staff will attend the meeting to provide information and answer questions about these proposed short plats. The applicants (Gilbert Chin and Wally Chin, respectively) and their engineers have been invited to attend. If you have questions, please call Deborah Ritter, Associate Planner, Department of Community Development at (206) 431 -3663. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tg skwi • Steven M. Mullet, Mayor Department of Community Development February 2, 2001 Mr. & Mrs. Forrest Akre Mr. Ed Bauch Mrs. Leland Chumlea Ms. Rena Davis Mr. & Mrs. Raymond Ellison Ms. Dorothy Farrell Mrs. Winnie Fincher Ms. Cynthia French Ms. Betty Fritz Ms. Victoria Fry Mr. & Mrs. William Garjanee Ms. Phyllis Gittsy W.J. Hanley Re: Chin 5 -Lot Short Plat 16628 53rd Avenue South E2000 -028 (SEPA) L2000 -074 (Short Plat) Greetings: Steve Lancaster, Director Mr. & Mrs. Dwayne Hayes Ms. Sylvia Heath Ms. Mildred Heppenstall Mr. & Mrs. George Kempf Ms. Murdena Kerr Mr. & Mrs. David Morgan Mr. & Mrs. Mark Ohlstrom Ms. Sharon Olson Mrs. Corinne Pasquan Ms. Becky Taylor Ms. Brenda Tillery Mr. & Mrs. Steven Voiland Mr. & Mrs. Paul Willoughby We have received and carefully read the comment letters you have submitted, both individually and as a group. In your letters, you have expressed various concerns regarding the impact of the proposed five lot short plat. Many of your letters focused on the short plat's effect on future slope stability and drainage. In your letters you have also mentioned that you are worried about an increase in noise and traffic levels as well as increases in overall neighborhood density. The Toss of existing views (and their relationship to property values) has also been identified as areas of importance to the neighborhood. Background Information: Specific code criteria must be satisfied before the City of Tukwila can approve a short plat proposal. The following is an overview of those criteria. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Chin 5 -Lot Short Plat February 2, 2001 Page 2 Property may be divided (or "short platted ") into smaller pieces, subject to State regulations and Tukwila code requirements. The size of these smaller pieces will vary depending upon the code requirements of the applicable zoning district where the property is located. Your neighborhood is zoned Low Density Residential ( "LDR "). This zoning allows a minimum lot size of 6,500 square feet. This zoning has been in place since the implementation of the 1995 Comprehensive Plan and is the primary type of residential zoning in Tukwila. Short plats of 6,500 square feet in size are allowed in the "LDR" zone if they meet a number of criteria. These criteria regulate the distance of a proposed house from property lines as well as the size of any accessory structures (such as garages). A minimum of two off - street parking spaces is required to be located on each new single - family lot. Construction activities are subject to the City's noise ordinance between the hours of 10:00 p.m. and 7:00 a.m. The maximum height of any new single - family home is limited to 30 feet. The City of Tukwila does not have any type of view protection ordinance. For your reference, we have attached a copy of TMC 17.12, Detailed Procedures for Short Subdivisions. Deborah Ritter, Associate Planner, can provide you with more information regarding the Planning Department's review of these files. She can be reached at 206 - 431 -3663. Developments proposed on or near steep slopes are required to provide a geotechnical report in form and content satisfactory to the Public Works Department. Issues pertaining to slope stability, slope setbacks, erosion, surface water and utilities are evaluated by that department. Public Works will also review the proposal for compliance with City standards regarding streets, access and related traffic issues. Dave McPherson, Associate Engineer, can provide you with more information regarding Public Works' review of these files. He can be reached at 206 - 433 -0179. Another application for a short plat has been submitted for the property at 16804 53rd Avenue South. The owner (Gilbert Chin) is proposing a three -lot short plat at that location. If you should have any questions about this file, please contact Alexa Berlow, Associate Planner at 206 - 431 -3673. The file reference number is L2000 -073. Chin 5 -Lot Short Plat February 2, 2001 Page 3 Next Steps: The City's Planning, Public Works and Fire Departments are now reviewing the above - referenced applications for the Chin 5 -lot short plat. This review will take a number of weeks. The Short Plat Committee (comprised of the Fire Chief and the Directors of Public Works and Community Development) will make the final approval or denial of the short plat. Once an approval or denial is issued, a formal Notice of Decision will be posted on the site. The Notice of Decision will also be mailed to each of you, as parties of record. Before the Short Plat Committee makes its decision, the City would like to hold an evening meeting with interested neighbors. You will be notified of the date, time and place but we anticipate that the meeting will be held in mid to late February. We will be prepared to discuss both the 5 -lot short plat and the 3 -lot short plat at this meeting. The decision of the Short Plat Committee is appealable to the Hearing Examiner. Specific information regarding the length of the appeal period will be included in the Notice of Decision. The appeal period will be a minimum of 14 days in length. All appeals to the Hearing Examiner must state specific errors of fact or errors in the application of the law that were made in the decision being appealed, as well as the harm suffered or anticipated by the appellant and the relief sought. We hope this addresses your concerns and questions. If you should have additional questions or would like to make an appointment to review these files, please do not hesitate to contact us. Sincerely, Steve Lancaster Director, Community Development cc: Tom Keefe, Fire Chief Jim Morrow, Director, Public Works Dave McPherson, Associate Engineer Alexa Berlow, Associate Planner Deborah Ritter, Associate Planner �r a1Y1 ' -Ci. 7J \) a •p --(T1CJ -"fie '.7 -sr a 11 14 'jaw oS -) vic"--p -� :5 --A Ns-) c" \) `Pi ' S 1 v1�. rdLa nli S7vd �1�i 'l?a% (2.. e l 'P _,_1 9-ff s---)-41.--o XL, K-1-.-q frrol 7V - PlF s I .s \3 1-1110 z1 tiallu3.1.1Viti3d S C2 C? �cf1 9�Tc '' y �� ss� brad [OOZ .9 1 NVIs riiw ini 40 JU I3 Q3N303b • • • Ed Bauch AVAVAVAVAVAVAVAVAVAVAV 16603 53rd Avenue South Tukwila, Washington 98188 Telephone (206) 243 -0774. Department of Community Development City of Tukwila Re: Wally Chinn five lot short plat. I have concerns regarding the subject short plat. 1) I do not believe the applicant knows the geophysical history of the area he proposes to plat. There is past land movement both during Freeway construction and later. 2) I am concerned on the way the Tots will have to be regraded to handle building sites. 3) Because of the steepness of the site I am concerned about on street - parking. 4) I am concerned about the possibility of the view blockage of the homes to the west. 5) I am concerned about earthquake hazards. 6) I am concerned on the handleing of the surface water. Having lived at my present site for 40 years and observing the construction of the 15 freeway and its massive movement of soils and the grading done to 53rd Ave S for utility undergrounding I express these concerns. am willing to discuss these issues in person. Ed Bauch RECEIVED CITY OF TUKWILA JAN 1=:< i�� � atv r January ., O1 city of Tukwila Department of Community Development RECEIVED CITY OF TUKWILA JAN 1220 PERMIT CENTER Dear Sir: This is in reply to the Notice of Application received December 29,2000 re- garding creating a five lot short plat at 16628 53rd Avenue S., 'Tukwilaq Wash- ington. It was a shock that this quiet, lovely street was about to be invaded by mul- tiple buildings. When we built some 42 years ago, the area was zoned single family- -one house on one lot. Why should this change be made for the mere whim and financial gain"of one person? This thinking is most detrimental to all the families. living in the immediate area. Much thought and scrutinizing regarding the problems should be considered before the City of Tukwila grants this request. Following are some imminent problems that would and could occur if the request were to be granted. 1. Increased traffic problem& on 53rd Avenue S. and on 'Tukwila's Low Path; known to you as 54th Ave. S. between Slade Way and 5166th. This road is narrow - -not standard width -- perched very near the edge of the land - drop above I "5. 2. Slide problems. During the building of highway I.5, all of this area was found to be a 'slide area'. one family was forced to move because of this. 'There have been several slides on the Tukwila Cow Path, one on Klickitat Drive, which necessitated road closures and repairs. 3. Devaluation of property and house. 4. Views of Mt. Rainier would be partially or totally eliminated depend -:. ing on the height of the structures, This would be unthinkable as we all purchased this property because of the view, and no one should have the power to eliminate or change this. For many a year we have been happy living in the City of Tukwila. As Mayor Mullet stated in the recent January Hazelnut,. "Yet we'.ve retained our residental neighborhoods and the back fence is still the best source of information (al- though even that will probably be moving to the web soon! "). To this we agree, and trust the mayor is sincere in applying this to OUR street. W. J. Hanley 5162 S. 170th Tukwila, Wa. 98188 206- 244 -2209 Yours truly, / O/% ✓arc �. � �� k ✓ - 4215-ena -ai=c �/: Mildred R. Heppenstall 16615 53rd Ave. S. Tukwila, Wa. 98188 206- 244 -1151 CC: Mayor Mullet Each Tukwila City Council Member • • City of Tukwila Department of Community Development Subject: File Numbers: E2000 -028, L2000 -074 January 9, 2001. I wish to comment on the requested short plat described in the above listed files. I have lived on the property, which adjoins to the south, for 40 years and thus have some knowledge of the conditions. There are concerns which I believe should be more thoroughly addressed. 1) There is a question regarding soil stability. The cut that was made, to the east of the property in question, during freeway construction revealed layers of clay and sand with significant surface water flow. The hillside instability was shown by the slide that carried part of 54th Ave. S. down onto the freeway some years ago. I believe that safety and liability concerns would dictate more and deeper soil tests to determine the risks associated with construction on the eastern part of the property. Any slippage along the east side of the property would endanger the sewer line which parallels the freeway right -of -way. 2) The short plat request indicates a drainage easement along the north edge of the property. I am concerned about the extent to which the amount of water flow has been examined. The house adjacent to the north requires a sump pump in the basement due to the subsurface water level and flow. Building on the subject property would not only encounter problems for the new homes but would also have the potential to adversely impact the home to the north. The amount of water moving through the hillside is significant. I have visible evidence of this in my front yard which is some what below street level. 3) The investigation of items 1 & 2 should not be limited to the dry season. 4) The existing slope of the land, especially the steep drop from the street, will cause a serious access problem. If cutting is involved the water table issue will be encountered; and if fill is required, the properties both to the south and to the north of the plat area would be exposed to drainage problems. 5) The combination of small lot size and number of lots requested will cause problems for providing adequate parking. Parking will spill over onto the street and create congestion and line of sight safety problems due to the crest of the street slope. Cars attempting to exit the property from the necessarily steep driveway will face /cause a safety hazard if cars are parked on the street adjacent to the driveway entrance. 6) Tukwila may lack an ordinance regarding blocking the view of neighboring property; but the property to the north is view property, and the property value of that home will be seriously impacted by the loss of view if three houses can be built to the south and east of the normal back line of the houses. Dwayne F. Hayes 16634 53`d Ave. S. Tukwila, WA 98188 /(42---- RECEIVED CITY OF TUKWILA JAN 1 0 2001 j PERMIT CENTS DAVID & NADINE MORGAN 5190 South 166th Street Tukwila WA 98188 Phone and Fax (206) 243 -0900 ChaseMorgan @msn.com January 9, 2001 Deborah Ritter City of Tukwila Dept of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila WA 98188 Re: Wally Chin Short Plat Application Dear Ms. Ritter: RECEIVED CITY OF TUKWILA JAN 1 'I 2001 AMR bGp This is in response to the Notice of Application we received from you dated December 29, 2000 regarding the Wally Chin Short Plat at 16628 53rd Avenue South, just down the street from us. Our concerns are that any development occurring in our neighborhood be done in such a manner that it compliment the existing residences, preserve and enhance the views and character of our street, and be done with attention to environmental and safety issues. You will note, for example, when you visit 53rd Avenue South, that all the homes on the east side of the street have been built at a lower elevation than the homes on the west side. This was done with a great deal of thought, and the neighbors up and down the street have always worked with each other when landscaping their own yards to make sure that other folks' views are preserved. We hope that this will be taken into account before any building permits are issued. Your attention should also be focused on issues of slope stability. We do not know if the slope in this instance is steep enough to be subject to the Sensitive Areas Ordinance, but it perhaps should be. We are more concerned with the information we noted in the file in the Geotechnical Report and on the environmental checklist. It appears that test borings were only done to a depth of six feet and that the applicant believes there is no history of unstable soils in the immediate vicinity. This is definitely not true. In fact, our neighbors believe that the six foot depth at the lower level only tests fill materials brought in during prior construction activities. We understand that borrow materials were excavated from various places on the hill slope in the early 1960's and this led to small landslides. Klickitat Drive experienced a slide in November of 1984 and is periodically repaved in one place where it sinks from time to time. There has been a slide on the property below Slade Way and 160th, the former proposed site of a large apartment complex. That development was halted about ten years ago when the Washington State Department of Transportation refused to accept exposure for increased legal liability for use of it's drains to maintain stability of 1 the slope. 54th Avenue South, between Slade Way and South 166th Street has also slumped in the past. We are aware that the State of Washington did additional work in . the recent past along 54th Avenue South when it enlarged the freeway below the proposed development, but we do not know the extent of what that entailed. We believe the City should satisfy itself in that regard before it allows construction of homes on the very edge of the freeway. We wonder if a 35 foot setback is safe, considering the weight of a new home? Perhaps it should be more like 135 feet? Perhaps the applicant should post a significant bond as insurance that any homes built will not slide? Another issue is whether or not the noise level so close to the freeway is acceptable. We do not pretend to know the answer to this question, but we believe it should be reviewed by City staff. What is the decibel level at the site? Lastly, we are curious as to why a 5 -lot short plat is allowed for a private street. We were under the impression that four lots was the maximum number allowable for adjacent Tots owned by the same or related parties. Thank you for the opportunity to comment on this project. Very truly yours, David & Nadine Morgan Neighbors 16825 53. . Avenue South Tukwila, Washington 98188 January 9, 2001 RECEIVED CITY OF TI <V,. /9 A Department of Community Development Attention: Steve Lancaster, Director City of Tukwila Tukwila, Washington 98188 RE: Application of Wally Chinn Short Plat on 16628 53rd Avenue South PERMIT CENTER I would like to ask you not approve this short plat request, as it is not in line with the adjacent properties on this street. By doing so it will have a deterrent effect on the neighborhood. Also, this would make it become a high density area. The_ road around the hill is narrow and will not carry a high amount of traffic, which would come with multiple living spaces being built. Please give this application some careful thought as to how it would effect those of us who already have built here. Thank you, L-; i Corinne Pasquan (Mrs.) roviv CITY OF TuKvaA JAN 1 0 2001 —PERMFT-CENTER 1)C n January 8, 2001 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Deborah Ritter, I have been a homeowner at 16816 53rd Avenue South, Tukwila, WA since May of 1996. I purchased the house from family friends who were the original owners dating back to 1957. Therefore, I have been familiar with this housing development for many years and have a great sentimental attachment to keeping it in its original state. I am strongly opposed to the proposal of a five lot short plat going in at 16628 53`d Avenue South, Tukwila. I feel that the community has a consistent ambiance about it with the large lots and single - family dwellings on them. In adding these houses it would drastically change the appearance as well as the traffic flow in the region. I believe it will lower the value of our property by creating an infusion of lower income housing to the area. We have all worked very hard at maintaining our properties and would like to see the value remain intact. There are many other areas in the region that building would be much more suitable. I trust you will make the right decision in disallowing this land altering permit. Strongly opposed, Becky Taylor January 8, 2001 Mark & Cathy Ohlstrom 16819 53rd Ave. S. Tukwila, WA 98188 City of Tukwila Department of Community Development ATTN: Deborah Ritter 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Ms. Ritter: My wife and I are writing to formally state our opposition to the proposal from Mr. Wally Chin to create a five lot short plat on the property located at 16628 53rd Ave. S. My wife and I have lived in this neighborhood since 1984. We have enjoyed the quiet, residential nature of this neighborhood, with single family homes located on fairly large lots. Many of the residents of this neighborhood have lived here many years as well. Many of us value the quiet, residential nature of this neighborhood. My wife and I are very concerned that the referenced proposal will significantly impact the quiet, residential nature of this neighborhood by adding four additional homes on very small lots. This proposal, if approved, has the potential to add significant additional traffic and noise and to detract from the quality of life we enjoy. We can understand short platting this parcel into two lots and perhaps three, but certainly not five. We request that you carefully consider this proposal and look to maintain the character and integrity of this valued neighborhood. We appreciated your time and effort in reviewing this matter. Please feel free to contact either my wife or I at (206) 244 -0837 if you have any questions or wish to discuss this matter further. Thank you. Sincerely, Mark & Cathy Ohlstrom RECEIVED CI9'Y OF TUKWILA JAN 12? PERMIT-f^R- 'bC� January 7, 2001 To: Whom it may concern: Re: File number # E2000 -028 (SEPA Determination) L2000 -074 (short plat) My name is Betty L. Fritz and I own the house located at 16650 53rd Ave. So. Tukwila WA 98188. My husband and I purchased this home in 1960. One feature we liked was the fact that the homes on this street had large yards. We did not feel crammed in next to each other. Living on the edge if the valley added to the feeling of open space. Fifty third Ave. South is a street of homes with views. If the proposed short plat on 53rd Ave South by Wally Chin is granted , it will set a precedent that will forever take away the charm of the neighborhood. My understanding is that Mr. Chin wants to add four more houses to the two lots where one home now exists. Sudivided these must be small lots. How can four houses on small lots all enjoy the awesome views of the valley and mountains? More houses will increase traffic. This neighborhood lives with Interstate 5 (1 -5) traffic noise. We do not want to feel like we live on it. The building of I -5 gave us the opportunity to purchase the vacated street. We were permitted only to purchase the land directly behind our home. For a second time these large lots were established for one home only. They should remain limited to one home per existing lot. Before I -5 was put in this hillside was known for it's clay pits. Clearing more property and adding that many homes may endanger the integrity of the hillside. In addition, the Greer property has dealt with water problems for years. These are legitimate concerns. We have no desire to become another sliding hillside news story. While I oppose the approval of the short plat, I do believe that the addition of one home would not change the ambience of the neighborhood. I also believe that Mr. Chin can develop the lot, build a single home and and sell it at a profit. Wally Chin does not have this neighborhood's interests foremost in this planned development. He is a landowner on this street but does not live here. He is interested in this neighborhood from a financial standpoint first. It is up to the homeowners and the City of Tukwila to look out for the best interests of the neighborhood. Thank you for your time and consideration, Lot g Betty L. Fritz ACCEIVED CITY OF TUKwi A JAN- 97_C111 P January 7, 2001 To: The Department of Community Development Re: Chinn short plat on 53rd Ave South, Tukwila WA 98188 To whom it may concern: It came to my attention that Mr. Wally Chin has applied for a short plat of property that he owns on 53rd Ave South in Tukwila WA. This short plat greatly increases the density of homes per acre. I did not receive any written notification that a short plat had been applied for or was under consideration. My property is located just three houses away from the short plat. I believe I am entitled to receive notice on any land changes of this nature. 1 demand that this short plat not be approved until ALL property owners have been properly notified and given a chance to respond to the proposal. Betty L. Fritz Betty L. Fritz 16650 53rd Ave. So. Tukwila WA 98188 necENE® crry QF TUKWILA JAN a92001 TDG-D January 6, 2001 Penny & Roger Curfman and Dept of Community Development To Whom it may concern: RECEIVED Clio OF TUKWILA PERMIT CENTER In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, I hereby designate Roger and Penny Curfman and /or Dwayne Hayes as my spokes persons in any hearing of said permit. Penny & Roger Curfman have been renters at 16612 53rd Ave S. for over 13 years and I feel they are highly qualified to be my spokespersons. I strongly urge that the Dept of Community Development listen to their voice in this matter. Sharon Olson 738 Fall Creek Huffman, TX 77336 (owner of 16612 53rd Ave. S.) January 6, 2001 • • RECEIVED CITY OF TUJ<WIIA JAN 1 _ ' =01 Dept of Community Development PERMIT CENTER City of Tukwila Subject File Numbers: E2000 -028, L2000 -074 In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, I, as a property owner next door to this proposal, is very much affected and wish to be on record as most strenuously opposing the granting of the requested permits. First of all, I have not received any notification regarding such a permit. I heard about the notice by a phone call from several of my past neighbors in the area. If I get this notice in the mail on Monday, January 8, it will be too late to get a response to you by the 12th which is the date of the discussion regarding this notice, according to the neighbors, as mail takes a long time to get from Seattle to Texas for some reason or other. I feel the right to develop property should not be allowed to damage the property value and quality of life of the people who own property and live in the neighborhood. Since I plan on returning to the area upon retirement I do now want to have five houses in an area where only two should be placed. Our neighborhood is, and has been characterized by a single family home of quite consistent lot and house size. We are sure that the proposed short plat will severely impact the neighborhood and thereby the property values of all owners. Further, quality of life will be impacted by loss of views, loss of privacy and the introduction of higher density housing in relation to existing lot sizes. Tukwila has been criticized in the past for not having enough single family neighborhoods, and the city has diligently worked to change the ratio by favoring single family areas. While the proposed short plat would involve single family buildings, the density and lot sizes involved would be totally out of character with the established neighborhood and would cause irrevocable damage. The granting of a permit for such a short plat would cause great damage by setting a precedent that would lead to further loss. I strongly urge the city to reject this application and protect the property values and quality of life of the people in this established neighborhood. Sharon Olson • 738 Fall Creek Huffman, TX 77336 (owner of 16612 53rd Ave. S.) • • Department of Community Development City of Tukwila Subject File Numbers: E2000 -028, L2000 -074 January 3, 2001 In response to the notice of application by Wally Chin regarding a proposal to create a five lot short plat, we as property owners in the neighborhood affected by this proposal wish to be on record as most strenuously opposing the granting of the requested permits. We feel the right to develop property should not be allowed to damage the property value and quality of life of the people who own property and live in the neighborhood. Our neighborhood is, and has been characterized by a single family homes of quite consistent lot and house size. We are sure that the proposed short plat will severely impact the neighborhood and thereby the property values of all owners. Further, quality of life will be impacted by loss of views, loss of privacy, and the introduction of higher density housing in relation to existing lot sizes. Tukwila has been criticized in the past for not having enough single family neighborhoods; and the city has diligently worked to change the ratio by favoring single family areas. While the proposed short plat would involve single family buildings, the density and lot sizes involved would be totally out of character with the established neighborhood and would cause irrevocable damage. The granting of a permit for such a short plat would cause great damage by setting a precedent that would lead to further loss. We strongly urge the city to reject this application and protect the property values and quality of life of people in this established neighborhood. Signature --erepLet 2. /j—a4 (_iA., a/4O04/ 7-47 16c 7.1" Address i663V 53AQp r4 ✓�, s", /6 - 3 7 C cam } t31 /— 3_ i I! f0 7 6-3" A iu S, c:8)‘-/L4--e---e- /6 6 - -3 t, /... y-o 1 RECEIVED crry OF TUKWILA JAN 1 0 2001 • • Attachment to Letter of Jan. 3, 2001 re: File Numbers E2000 -28 & L2000 -074 Continuation of homeowners Signatures. Name Address a_it,e/a-95- /6 4 5-1 3 "Paw S� /6 IS 73 - 53 /'i-t . Sc; St6(-)7 rtted6iS) �3 Avp, 56, Date %- y 01 / .- 6 - 0 f 1- of /// sy� 4u� sa ///';" /656/ o27/417(//e-.1;' / -6 -o/ 1 6(9142- 5 3 4 A-ire $`0 of -0G-0( alts4k 0&4Z w ive s of -o� -c t 1/1/0/ c /VG . vyytz A^r'- .5(). RECEIVED CITY OF TUKWILA JAN 1 0 2001 City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED DECEMBER 29, 2000 Steven M Mullet, Mayor Steve Lancaster, Director The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: LOCATION: FILE NUMBERS: PROPOSAL: OTHER REQUIRED PERMITS: Wally Chin 16628 53rd Avenue South, Tukwila E2000 -028 (SEPA Determination) L2000 -074 (Short Plat) Create a five lot short plat Land Altering Permit, City of Tukwila Building Permits, City of Tukwila These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 12, 2001. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. d12-z-e 72.l4 Joto - �4atpl3 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • tax: 206-431-3665 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukpianaci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I .e opc_. (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on 1 2-'1 - 0 0 the Public Notice Board(s) in accordance with Section 18.104.110 and th other applicable guidelines were posted on the property located at 10 la aq 53 rk �u� j so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number z000 -Oaf. a rIcQ (,Z0 9J _674. I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me 8s' JNn E BAs Goc 14 to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this 2 day of D EG6w)BEi2 , 2oa0 MELVIN L. GRIFFITHS STATE OF WASHINGTON NOTARY —PUBLIC My Commission Expires 7 -1 -01 NOTARY PUBLIC in and fo e State of Washington residing at M, 111, VA wa My commission expires on �% —/ - O� • city of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED DECEMBER 29, 2000 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Wally Chin LOCATION: 16628 53rd Avenue South, Tukwila FILE NUMBERS: E2000 -028 (SEPA Determination) L2000 -074 (Short Plat) PROPOSAL: Create a five lot short plat OTHER REQUIRED Land Altering Permit, City of Tukwila PERMITS: Building Permits, City of Tukwila These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 12, 2001. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development December 20, 2000 OWNER: Mr. Wally Chin 15310 Macadam Road #A -303 Tukwila, Washington 98188 NOTICE OF COMPLETE APPLICATION AGENT: Ms. Bonnie Babcock Baima & Holmberg, Inc. 100 Front Street South Issaquah, Washington 98027 -3817 VIA FAX 425 - 391 -3055 Re: Wally Chin 5 -Lot Short Plat 16628 53rd Avenue South, Tukwila L2000 -074 (Short Plat) E2000 -028 (SEPA) Steve Lancaster, Director Greetings: Your SEPA and Short Plat applications have been found to be complete as of December (19, 2000 for the purposes of meeting state mandated time requirements. Essentially, this means that you have supplied the required items listed on the application checklists for these types of permits. The next step is for you to install a notice board on the site (at a location that will allow people to safely access the information). This board must be installed within 14 days of the date of this letter (on or before January 3, 2001). Please let me know the date that the board will be installed so I can coordinate the mailing of the Notice of Application. After the board has been installed I will provide you with a laminated copy of the Notice of Application to post on the notice board. After installing the Notice on the board, please return the executed and notarized Affidavit of Posting to me (also enclosed). We are about to commence our technical review process, which is the next phase in the processing of your SEPA and Short Plat applications. Although your applications have been found to be "complete ", the items you supplied may have to be revised or amended. The City may also require that you submit additional plans and information to ensure the project meets the substantive requirements of the City and to finalize the review process. If you have any questions, please feel free to call me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner Attachment 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplaneci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on the Public Notice Board(s) in accordance with Section 18.104.110 and nn the other applicable guidelines were posted on the property located at I Co o� p 0 c-8) �uQ. Sovl l'1 so as to be clearly seen from each right -of -way primary vehicular access to the property for application file numbers L-2e0O — 07 C —S I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this day of NOTARY PUBLIC in and for the State of Washington residing at My commission expires on City of Tukwila Steven M. Mullet, Mayor Department of Community Development November 3, 2000 Applicant: Wally Chin 15310 Macadam Road #A303 Tukwila, Washington 98188 Contact: Steven Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Re: 5 Lot Short Plat (L2000 -074) SEPA (E2000 -028) Chin Short Plat at 16628 53rd Avenue South, Tukwila Tax Lots: 885880 -0050 & 885880 -0055 Gentlemen: Steve Lancaster, Director Contact: Chad Allen Baima & Holmberg 100 Front St. South Issaquah, WA 98027 We have received and reviewed your documentation for the above - referenced applications, submitted to us on October 26, 2000. Your SEPA and Short Plat applications have been consolidated. This means that both applications are being processed together because they are related to the same project. We have the following comments. Your applications have been found to be incomplete. In order to continue processing your applications there are additional items that must be submitted to the Department of Community Development. These items are listed below. For your reference, we are enclosing a copy of Tukwila's Title 17, Subdivisions & Plats as well as TMC 18.54, Tree Regulations. Short Plat Application: 1. The "Affidavit of Ownership and Hold Harmless" form you submitted on October 26th was executed by Wally Chin. However, according to tax information received from King County (dated October, 2000) as well as your own title report (dated March 15, 2000), the property is owned by Jasbir Singh Bassi and Jaswinder Kaur, husband and wife. Per TMC 18.104.060(5), please submit a current title report or other proof of Mr. Chin's ownership of the property. If Mr. Chin is not the property owner, please have the current owners execute the Affidavit in the presence of a notary and return to the undersigned. We have enclosed a blank Affidavit for your convenience. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Wally Chin Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 2 • • 2. The survey of the short plat shall include the following (per TMC 17.04.060): a. A statement to be signed by the Public Works Director approving the survey data, the layout of the streets, alleys and other rights -of -way, design of bridges, sewage and water systems, drainage systems and other structures. b. A certificate with the seal of and signature of the surveyor responsible for the survey and final plat with the following statement: "1, , registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, course and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat." c. Certification to be signed by the King County Treasurer that all taxes and assessments for which the property may be liable have been duly paid, satisfied or discharged as of the date of certification. d. Certification to be signed by the City of Tukwila Finance Director stating that there are no delinquent special assessments, and that all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full at the date of certification. e. Certification by the Public Works Director that the subdivider has complied with one of the following: i) All improvements have been installed in accordance with the requirements of this title and with the preliminary plat approval, and that original and reproducible mylar or electronic records in a format approved by Public Works and meeting current Public Works drawing standards for road, utility and drainage construction plans certified by the designing engineer as being "as constructed" have been submitted for city records. ii) An agreement and bond or other financial security has been executed in accordance with TMC 17.24.030 sufficient to assure completion of required improvements and construction plans. Wally Chin 1 • Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 3 f. A certification of approval of the short plat to be signed by the DCD Director, Public Works Director and Fire Chief. g. Sheet 1 of 1 contains the stamp of William Shupe Holmberg. This stamp shows an expiration date of November 30, 2000, which must be updated prior to any recording of the short plat. 3. The site and development plans shall provide the following information per TMC 17.12.020: a. Owners of adjacent land and the names of any adjacent subdivisions. b. Location of all sensitive areas and sensitive area buffers (slopes 20% or greater, wetlands or watercourses) on the site. c. Expected location of new buildings, their driveways and finished floor elevations. SEPA Application: 4. The "Affidavit of Ownership and Hold Harmless" form you submitted on October 26th was executed by Wally Chin. However, according to tax information received from King County (dated October, 2000) as well as your own title report (dated March 15, 2000), the property is owned by Jasbir Singh Bassi and Jaswinder Kaur, husband and wife. Per TMC 18.104.060(5), please submit a current title report or other proof of Mr. Chin's ownership of the property. If Mr. Chin is not the property owner, please have the current owners execute the Affidavit in the presence of a notary and return to the undersigned. We have enclosed a blank Affidavit for your convenience. Additional Comments: As a courtesy, we are providing you with the following information. The items listed below are not required at this time. However, during the technical review phase, the following will be required: A retention /removal plan for the preservation of significant trees and vegetation (caliper over 4 inches) located within sensitive areas (slopes 20% or greater, wetlands or watercourses) and sensitive area buffers (per TMC 17.14.20(B)(k) and (o). Wally Chin Steven Grassia Chad Allen November 3, 2000 L2000 -074 (5 Lot Short Plat) E2000 -028 (SEPA) Page 4 • The planting plan shall include diameter, species name, spacing and location of trees /vegetation to be retained or used to replace vegetation cleared (per TMC 18.54.080(2). Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown in TMC 18.54.130(3)(b) attached. PLEASE NOTE: A tree clearing permit will be required prior to the issuance of any land altering permit and the clearing of any vegetation in sensitive areas. The tree permit will be subject to the conditions set forth in TMC Chapter 18.54 (attached). Upon receipt and approval of Items 1 through 4 above, both applications will be deemed "complete" and the City will commence technical review. However, these applications will expire if we do not receive the requested items within 90 days of this letter's date (February 2, 2001), unless an extension is granted pursuant to Section 18.104.070(E) of the Tukwila Municipal Code. If you should have any questions, please contact me at 206 - 431 -3663. Sincerely, --behr- Deborah Ritter Assistant Planner Enclosures CITY OF TUKWILA Department of Community Development RECEIVED 6300 Southcenter Boulevard, Tukwila, WA 98188 CITY OF TUKWILA Telephone: (206) 431 -3670 FAX (206) 431 -3665 E- mail.: tukplannn.ci.tukwila.wa.us OCT 2 6 2000 • SEPA ENVIRONMENTAL PERMIT CENTER REVIEW APPLICATION L NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. I CA-23 Le L S g75Sg0 -- 6050 -S1 0o55 Quarter: N 11.) Section: /6 Township: Z 3 Range: Li (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports �will be sent. a Btc)ni i( o Name: Address: JQD J yr -i 5 - 5,j741 / TS SQ 100 -- iiM 902-7 Phone: _/ 2�j °392—C.o2S0 FAX: it-1S- 3 .9/,.. oSte' Signature: /Id( - ‘11/ P/ufQP.e,„ G: \APPHAN\LANDUSE.APP\SEPAAPP.DOC, 06/16/00 Date: l tiz /6.c., RECEIVED OCT 26 2000 COMMUNITY DEVELOPMENT FOR STAFF USE ONLY SIERRA TYPE P-SEPA Planner:—]1„ "W File Number: E -z Deo _02, F Application Complete (Date:1Z 19,0 Project File Number: 10�� O z Application Incomplete (Date: 1 \ -3_ ,5Zj Other File Numbers: 1_2000 _,7L/ L NAME OF PROJECT/DEVELOPMENT: LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. I CA-23 Le L S g75Sg0 -- 6050 -S1 0o55 Quarter: N 11.) Section: /6 Township: Z 3 Range: Li (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports �will be sent. a Btc)ni i( o Name: Address: JQD J yr -i 5 - 5,j741 / TS SQ 100 -- iiM 902-7 Phone: _/ 2�j °392—C.o2S0 FAX: it-1S- 3 .9/,.. oSte' Signature: /Id( - ‘11/ P/ufQP.e,„ G: \APPHAN\LANDUSE.APP\SEPAAPP.DOC, 06/16/00 Date: l tiz /6.c., RECEIVED OCT 26 2000 COMMUNITY DEVELOPMENT COMPLETE APPLICATION. CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact the Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted in a later timely manner for use at the Public Hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED, TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT STANDARDS. Department staff are available to answer questions about application materials at 206 - 431 -3670 Department of Community Development and 206 -433 -0179 Department of Public Works. COMPLETE APPLICATION CHECKLIST TABLE Information Required. Maybe waived in unusual cases.' upon approval of both Public Works/and' Planning ° ' "' Information Waived Pb Wk / Ping Office Use Only Comments & Conditions: APPLICATION FORMS: Application Checklist: one (1) copy, indicating items submitted with application. Four (4) copies of supporting studies with original signatures and license stamp as needed. /', Complete Application Packet: Six (6) copies of application form and full sized plans, one set of all plans reduced to 8.5" by 11" (High Quality Photo Reduction) and other materials and information as specifically listed in Project Description and Analysis, Site Plans, Landscape Plan and Elevations. SEPA Environmental Checklist (6 copies) and fee ($325). PUBLIC NOTICE MATERIALS: King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. • SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. Two (2) sets of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. See Public Notice Materials. Note: Each unit in multiple - family buildings -e.g. apartments, condos, trailer parks must be included). SUBMIT ONLY IF UNDERLYING PERMIT REQUIRES PUBLIC NOTICE. A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been received. PROPERTY INFORMATION `) Vicinity Map with site location. X Surrounding Land Use Map for all existing land uses within a 1,000 foot radius from the lot's property lines. ><4 Title Report -- Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances. Lot lines for 300 ft. from the site's property lines including right -of -ways. G.\ APPH AN\L.ANDUSE.APP \SEPAAPP.DOC, 06/16/00 BAIMA & HOLMBERG INC. PRELIMINARY DRAINAGE REPORT For WALLY CHIN SHORT PLAT October 24, 2000 Baima & Holmberg Job No. 733 -013 Prepared for Wally Chin 15310 Macadam Road No. A -303 Tukwila WA 98188 RECEVED OCT 2 6 2000 COMMUNITY DEVELOPMENT ENT 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027 -3817 • (425) 392 -0250 • (425) 391 -3055 - rs,z,.! L142M1 0 ST 7.1 oz, 18. c.,, • FOSTER • MID - 1 111 HS 1441-H rri ST TH 1 ST 4200 v-) ST 1ST S- T' 29 L FS I1!00 tizWIv), 1,431 S 149TH ST S 150TH ST .0 \ u.42NOc'so, ,t 144Tk <1ST 5300 ( S PARK HAZELNUT LIB 147TH L FS S 149TH S MTH Sr ,S 150TH RNDY-g PL RIPARIAN FOREST S 144TH D . T k.4311). 6.4' 4 r) 1 §T/\‘, 6-) S.'s\ FORT \ • `Ntssif I ""C5.149TH)v) 1 „I 151LT ST S 15Ig PL 2,3 S 152N0 ST r — _,T--- , 1 (1 is 152t40 PL ...,..r .- 1 S 156TH] ST C\▪ J <■ 158TH •• • on v, • c'e! OTH / .) (Plc 4?/..r• -'" N\ S 153RD 64co to CH CRYSTAL ST • TUKW I LA . PK SW 16TH ST SPRINGS( PARK ifiorn =,., -(1 CRESTVIEW ; =Si PARK ‘c S°116i,NOZt/LE S 163R0 ; P1f )-•" • I •r) r!'" 163R.DI.L2L-.7,- ST S c)/ •"•• i 164TH ST(.3,-5(2-).. 66TH Sri '17 167TH ST 168TH ST 71 1 L" S S -1-6A-1M IN S 168 PION w 2••■ hooR1017 OfSIO AtCE re■- • \ Th --.., • 8fCENTENICIA.Lox.',..C.:„ I •g. • 1681.v!. , ST ST 170TH if, i <I L "31-fr4a. SOUTHCENTER's suz as PLAZA 11< COURTYARD; ST '3R0 ST ::: 1721'10 175TH : PL i "4' ...o cr f-, , • ' ■:( V, ST i ""). _ 7 S 172ND R K. on: ---i ,- I / 1 vr. ,., ix • i I L.1 176TH ! ST ``1; v). So rt, BOW •\ S.....1.11141 ..ST .....:, ..,_ '• , C la • / ?i: ,,, ,.- PK 178TH j 11 j ' ' ' - '..-- ' - .. 1 • 1 1 0, • S 179TH51 :. et . "1 • : -- • c:, • _172.1111., > cv I ct- , 1'4. u,,..4- --- ''j?. .T --In i -E5 utuflicr 'I.. v`, \ \II, .5 in.. • • GRatear , PARK DR N CORPORA THE ‘1.‘ MINKLER DR S Tl. /1-1 ,---r -1 —,--.—T-'-',--p -r-1---fr-rv— 4. i. --.4 mi LA0 DR 1'1' 1 ----i 2, PARKWAY PL4ZA TRILAND RENTON 25 WETLANDS RENTON WETLANDS SW 33RI ST c)I SW 3811 ST )RI LLA DAII II I flA1 14.I 1 SEE 685 MAP V(Govt-iti Mkk) 15650 0 • DISK PUNCH D) SEC , R4E 0 rn 1 30' p 0 30' 0 • • • • • 4 • • 4 B • • • e ft 4 4 4 4 • • 4 i • • 4 e e • 4 • 4 4 1 • 4 4 1 • LU r SIDEWALK CEDAR HEDGE / 12" 1' IRON ((PIPE / / BENT is . ( ! / 6" ) LOT B - -5' DRAINAGE ESM'T AS DELINEATED ON FACE OF PLAT /66 �4- Wx02_f- j� r- 6f 0 6 T.40 61956.43 / F. . f 6„ I I20100' PRIVFE INGREES, ,t-12„\ & UTILITY EASEMEN 6 \ 110.0 \74.46 tiS�r T \/,,,r „�,J�,, i LOT 6 ' 934.83 i j EXISTING j Fr(' ' � HOUSE i V7 , %/,2 i TO REMAIN j 25.90' 4 S 8 Q5'53” E, 222.88 26 W - - -7 2 �V _� 1 .36'— /— / / Z— 0' — / / r In 71 �N /LOTL /C /o to / / 6,949 69 S.F. CRESS (_. ? / / / // / 7 232x78 / S 84'56'047 E • nJ • • f / 0 L — V) / 010' SAN. SEWER ESMT AF 8203090494 0 2.77 / / /// 73.59/ -- - —/-- — - - -_ —� i__ — / > LO \T I 21- W 6 ,961.79/ S.F. I 1 2 q)1 /10' SAN. SEWER ESM' --I AF 8203090494 \ \ 1 / / ,80.00'/L-1 0� /73. 7 / / EXISTING \� \ / LOT LINE 14 - 1 �°i i 1 Io I I ' J9-47.29/ OT p .49'/ S.F. / / / 1 / �° ( 1 / / / / � l ( / II • • • S 88'05'49" E 222.67 / • r 1 14 0 O 0 0 PROJECT OVERVIEW This project involves the development of a 0.80 acre parcel into 5 single family lots. The site is located on the west side of 53`d Avenue S between S 166th Street and S 168th Street, overlooking the I -5 corridor. The site is covered with an existing house and lawn. The site slopes down to the east at about 5% to 20 %. DOWNSTREAM DRAINAGE Drainage from the site sheet flows east beyond the east property line to the I -5 right -of- way. Flows continue sheet flowing east, dropping off to the I -5 roadway storm system, located several feet away. Access restrictions into the I -5 corridor prevented a field check of the pipes /ditches particulars in the I -5 storm system. 26 -Pow c-,112zik KA lait LIAZ f ,m) BAIMA & HOLMB•, INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027 -3817 (425) 392 -0250 FAX (425) 391 -3055 JOB /" 3 3 ^ V` ( 3 SHEET NO T1 OF / CALCULATED BY I l j - DATE Icyz- 19 C) CHECKED BY DATE iii SCALE Ni-rt 0 yr,u,1 UrQ L 4/,=-- O,75 *c CL N Ac = 054L /rfov5O V5/Vvct G IZTS (FE '0P- rA4sroo.J z -- 04/ 5cis CQ/o _ ()'08Zc s IN VIZ 1.t.72D 5 Lo73 G,zs 53% i►� 0/ 80�� 0,3s /4C_ ( t9 O �Z - c (W% Acj a % /35!cFs 0,16zcrs: PR000CT 204.1 (Seale Sheets) 2051 (Padded) BAIMA & HOLMB•, INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027 - 8817.. (425) 392 -0250 FAX (425) 391-3055 JOB X33 -Ol 3 SHEET NO • OF J CALCULATED'BY r- DATE ) D/2 • 1 CHECKED BY DATE SCALE c cp- 7r�rc LE•Ve L 1: 8' 1GiN� Co. irL StA)k/i M4—UU Z�2 DIE() ILK Pev VS�N� /GG l�7-5 EZ. : I OL li ktl a r12-1A-7-6 ®. x 7.-y ' LT- com -1 N Tiotv KdTI G y r Q'D wig UOt.0 ri z 3,OCO1q ©- Zto,zsa, °- /Z 2_4 zoc. -. ' De 8 'x Fe/ ' �-v�. PRODUCT 204-1 (Single Sheets) 205.1 /Padded) DRIVEWAY CURB CUT RELOCATE EXISTING UTILITIES S NEEDED, TYP. REMOVE 8 EXISTING SIDEWALK ALONG RONTAGEj r —� i s 1 1 --t IRDIS_ pipE _ S 8$'0 - 53 E' 1 i 2.86 1 ' -BENT i' _! / _/ 1 1 / I. I I I sA ' ' i / / , 30' ----� I f 1 -- __./ / i I' LOT B ° / I I �r 6,956.43 S.F.! / 3 / LOT C / // _ I o ■ 1 i / / / 6.94.9.69 S.F. I o ESMT AF 8294 1 rn i '441* 1 6, r� • ' ' / / / • °_ / CBb 3. TYPE I I CBi 2. TYPE I I % i/ o MATCH EX� TING I ° RIM= �O ROCKERY, 20' DRIVEWAY O 1,5X MAX. / RIM i / �/ / / tNV =25aso / INV -2a2so � � / / I z /I / ' // I ,/� / 1 / / I J 30' _— — — S88 °05'53 "E 222.88' 0 5 10 10 • SCALE 8' CONTINUOUS; ABOVE GROUND HOPE TFALL TO 1 -5 (WSDOT) AG S M 30' 22 588'05'49`E 222.67' 4' MAX. HEIGHT ROCKERY V D4 Nil FI ® w, 0 CA QS SE �Po 6 CHI V. API MAi FIR o MAII LEGAL DESCRIPTION LOT 3 AND 4. BLOCK 2, RECORDED IN VOLUME 56. COUNTY, WASHINGTON; AND VACATED 54TH AVE,. LOTS. Flow Frequency Analysis Time Series File:733u.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.079 0.045 0.099 0.026 0.044 0.082 0.074 0.182 Computed Peaks 4 2/09/01 2:00 6 1/05/02 16:00 2 2/27/03 7:00 8 8/26/04 2:00 7 1/05/05 8:00 3 1/18/06 16:00 5 11/24/06 3:00 1 1/09/08 6:00 1i S r"` Nc-L C D ni D! 770 k 5 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.182 1 100.00 0.990 0.099 2 25.00 0.960 0.082 Q(0 3 10.00 0.900 0.079 4 5.00 0.800 0.074 5 3.00 0.667 0.045 6 2.00 0.500 0.044 7 1.30 0.231 0.026 8 1.10 0.091 0.154 50.00 0.980 Flow Frequency Analysis Time Series File:733d.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.136 0.107 0.164 0.112 0.135 0.144 0.162 0.279 Computed Peaks 5 2/09/01 2:00 8 1/05/02 16:00 2 2/27/03 7:00 7 8/26/04 2:00 6 10/28/04 16:00 4 1/18/06 16:00 3 10/26/06 0:00 1 1/09/08 6:00 T- J R k9g7 .D Go * i 7?o4.,.5 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.279 1 100.00 0.990 0.164 2 25.00 0.960 0.162 9/e) 3 10.00 0.900 0.144 4 5.00 0.800 0.136 5 3.00 0.667 0.135__T___2___6 2.00 0.500 0.112 7 1.30 0.231 0.107 8 1.10 0.091 0.240 50.00 0.980 Retention /Detention Facility • CtU!C_ I p1-7NTioti V40 -T Type of Facility: Detention Vault Facility Length: 24.23 ft Facility Width: 24.23 ft Facility Area: 587. sq. ft Effective Storage Depth: 5.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 2936. cu. ft Riser Head: 5.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 0.91 0.050 2 4.00 1.09 0.032 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.00 0. 0.000 0.000 0.00 0.01 0.01 6. 0.000 0.002 0.00 0.02 0.02 12. 0.000 0.003 0.00 0.03 0.03 18. 0.000 0.004 0.00 0.04 0.04 24. 0.001 0.004 0.00 0.05 0.05 29. 0.001 0.005 0.00 0.06 0.06 35. 0.001 0.005 0.00 0.07 0.07 41. 0.001 0.006 0.00 0.08 0.08 47. 0.001 0.006 0.00 0.18 0.18 106. 0.002 0.009 0.00 0.28 0.28 164. 0.004 0.012 0.00 0.38 0.38 223. 0.005 0.014 0.00 0.48 0.48 282. 0.006 0.015 0.00 0.58 0.58 341. 0.008 0.017 0.00 0.68 0.68 399. 0.009 0.018 0.00 0.78 0.78 458. 0.011 0.020 0.00 0.88 0.88 517. 0.012 0.021 0.00 0.98 0.98 575. 0.013 0.022 0.00 1:08 1.08 634. 0.015 0.023 0.00 1.18 1.18 693. 0.016 0.024 0.00 1.28 1.28 752. 0.017 0.025 0.00 1.38 1.38 810. 0.019 0.026 0.00 1.48 1.48 869. 0.020 0.027 0.00 1.58 1.58 928. 0.021 0.028 0.00 1.68 1.68 986. 0.023 0.029 0.00 1.78 1.78 1045. 0.024 0.030 0.00 1.88 1.88 1104. 0.025 0.031 0.00 1.98 1.98 1163. 0.027 0.031 0.00 2.08 2.08 1221. 0.028 0.032 0.00 2.18 2.18 1280. 0.029 0.033 0.00 2.28 2.28 1339. 0.031 0.034 0.00 2.38 2.38 1397. 0.032 0.034 0.00 2.48 2.48 1456. 0.033 0.035 0.00 2.58 2.58 1515. 0.035 0.036 0.00 2.68 2.68 1573. 0.036 0.037 0.00 2.78 2.78 1632. 0.037 0.037 0.00 2.88 2.88 1691. 0.039 0.038 0.00 2.98 2.98 1750. 0.040 0.039 0.00 3.08 3.08 1808. 0.042 0.039 0.00 3.18 3.18 1867. 0.043 0.040 0.00 3.28 3.28 1926. 0.044 0.040 0.00 3.38 3.38 1984. 0.046 0.041 0.00 3.48 3.48 2043. 0.047 0.042 0.00 3.58 3.58 2102. 0.048 0.042 0.00 3.68 3.68 2161. 0.050 0.043 0.00 3.78 3.78 2219. 0.051 0.043 0.00 3.88 3.88 2278. 0.052 0.044 0.00 3.98 3.98 2337. 0.054 0.045 0.00 4.00 4.00 2348. 0.054 0.045 0.00 4.01 4.01 2354. 0.054 0.045 0.00 4.02 4.02 2360. 0.054 0.046 0.00 4.03 4.03 2366. 0.054 0.047 0.00 4.05 4.05 2378. 0.055 0.049 0.00 4.06 4.06 2384. 0.055 0.051 0.00 4.07 4.07 2390. 0.055 0.053 0.00. 4.08 4.08 2395. 0.055 0.054 0.00 4.09 4.09 2401. 0.055 0.055 0.00 4.19 4.19 2460. 0.056 0.060 0.00 4.29 4.29 2519. 0.058 0.064 0.00 4.39 4.39 2577. 0.059 0.067 0.00 4.49 4.49 2636. 0.061 0.070 0.00 4.59 4.59 2695. 0.062 0.073 0.00 4.69 4.69 2754. 0.063 0.075 0.00 4.79 4.79 2812. 0.065 0.077 0.00 4.89 4.89 2871. 0.066 0.080 0.00 4.99 4.99 2930. 0.067 0.082 0.00 5.00 5.00 2936. 0.067 0.082 0.00 5.10 5.10 2994. 0.069 0.392 0.00 5.20 5.20 3053. 0.070 0.957 0.00 5.30 5.30 3112. 0.071 1.690 0.00 5.40 5.40 3170. 0.073 2.480 0.00 5.50 5.50 3229. 0.074 2.770 0.00 5.60 5.60 3288. 0.075 3.020 0.00 5.70 5.70 3347. 0.077 3.260 0.00 5.80 5.80 3405. 0.078 3.480 0.00 5.90 5.90 3464. 0.080 3.690 0.00 6.00 6.00 3523. 0.081 3.880 0.00 6.10 6.10 3581. 0.082 4.070 0.00 6.20 6.20 3640. 0.084 4.250 0.00 6.30 6.30 3699. 0.085 4.420 0.00 6.40 6.40 3757. 0.086 4.580 0.00 6.50 6.50 3816. 0.088 4.740 0.00 6.60 6.60 3875. 0.089 4.890 0.00 6.70 6.70 3934. 0.090 5.040 0.00 6.80 6.80 3992. 0.092 5.190 0.00 6.90 6.90 4051. 0.093 5.330 0.00 7.00 7.00 4110. 0.094 5.460 0.00 Hyd Inflow Outflow Peak Storage. • • Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.28 * * * * * ** 0.25 5.05 5.05 2968. 0.068 2 0.16 ******* 0.10 5.01 5.01 2939. 0.067 3 0.14 Q16.08 0.08 4:99 4.99 2931: 0.067 4 0.14 * * * * * ** 0.08 4.95 4.95 2908. 0.067 5 0.16 * * * * * * *Q 0.07 4.37 4.37 2563. 0.059 6 0.14 0.05 Z 0.04 3.17 3.17 1861. 0.043 7 0.11 * * * * * ** 0.03 1.82 1.82 1068. 0.025 8 0.11 * * * * * ** 0.03 1.64 1.64 963. 0.022 S INSPECTION & TESTING .1 SERVICES . GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGINEERING.COM/ GILBERT. CHIN 4989 19th Ave S Seattle, WA 98108 ATTN: MR. GILbERT CI1iN RE: PROJECT: REPORT DATE: Gentlemen: • SPEARS ENGINEERING & TECHNICAL SERVICES SUbSURFACE Soils INVESTIGATION 16628 5 3" AVE S, TukwilA, WA 10/1 8/2000 As per your request, We have conducted a soils exploration and foundation evaluation for the above mentioned addition. The results of this investigation, together with our recommendations, are to be found in the following report. We have provided three copies for your review and distribution. During our exploration, three test borings was advanced and soil samples submitted for laboratory testing from the project site. The data has been carefully analyzed to determine soils bearing capacities and footing embedment depths. The results of the exploration and analysis indicate that conventional spread and continuous wall footings appear to be the most suitable type of foundation for the support of the proposed structures. Some variability was encountered in comparing the soil profiles of the site. Net allowable soil pressures, embedment depth, and total expected settlements have been presented for the site, later in the report. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. We would be pleased to continue our role as geotechnical engineers during the project implementation. We also have great interest in providing materials testing and special inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions please call us at the phone number listed at the bottom of the page. If you have any questions concerning the above items, the procedures used, or if SETS can be of any further assistance please call on us at (253) 833 -7967. Respectfully Submitted, SPEARS ENGINEERING & TECHNICAL SERVICES J. Frank Spears, P.E. President P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 1 of 17 s INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGIN EERING.COM/ TAblE OF CONTENTS SPEARS ENGINEERING & TECHNICAL SERVICES TAblE Of CONTENTS SUbSURfACE INVEsrigAliON Introduction: 2 3 3 Purpose: 3 Scope: 3 General: 3 Geology Of Area: 3 Climate Of Area: 3 PRojEcT DESCRiprioN 4 FiEld Exploitation 4 General Notes: 4 Drilling & Sampling Procedures: 4 Laboratory Testing Program: 4 SUbsURIACE CoNd-ITIONS 4 General Notes: 4 Description Of Foundation Materials: 5 FOUNdAT1ON DiscussioN ANd RECOMMENdAr10NS 5 General Notes: 5 Foundation Design Recommendations: 5 Slope Stability Modeling & Analysis: 5 Slope Recommendations: 6 CONSTRUCTION CONsidERATioNS 6 Earthwork: 6 Structural Fill: 6 Excavations: 7 Lateral Earth Pressures: 7 Floor Slab -On- Grade: 7 Groundwater Control: 7 Geoseismic Setting: 8 Liquefaction Potential: 8 SUMMARY 8 GEOIEChNiCAI GENERAL NOTES 9 Soil Property Symbols 9 Drilling And Sampling Symbols 9 Relative Density And Consistency Classification 9 Particle Size 9 SITE Plan with BoRiNq Log LOCAJiONS 10 ShE LocAT1oN 1 1 DYNAMIC Slop( STAbiGry ANALYSIS 1 2 BoRiNq Log # 1 1 3 BoiiNq Log #2 1 3 SITE PhoTO # 1 1 4 SiIE Photo #2 1 5 SijE Photo # 3 1 6 SiiE Photo #4 1 7 P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 FM: (253) 735 -2867 Report # 00001 -037 Page 2 of 17 s INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W. SPEARS-ENGI N EERI NG.COM/ SUbSURFACE INVESTIgATION SPEARS ENGINEERING & TECHNICAL SERVICES INTRODUCTION: This report presents the results of a soils exploration and foundation analysis for the proposed short plat at 16628 53`d Avenue South in Tukwila , Washington. This investigation was conducted for Mr. Gilbert Chin. Authorization to perform this exploration and analysis was in the form of a verbal authorization to proceed from Mr. Chin. PURPOSE: The purpose of this foundation exploration and analysis was to determine the various soil profile components, the engineering characteristics of the foundation materials and to provide criteria for use by the design engineers and architects in preparing or verifying the suitability of the foundation design. SCOPE: The scope of the exploration and analysis included a review of geological maps of the area and a review of geologic and related literature; a reconnaissance of the immediate site; the subsurface exploration; field and laboratory testing; and an engineering analysis and evaluation of the foundation materials. We were not requested to provide an Environmental Site Assessment for this property. Any comments concerning onsite conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. GENERAL: The exploration and analysis of the foundation conditions reported herein are considered sufficient in detail and scope to form a reasonable basis for the foundation design. Any revision in the plans for the proposed structure from those enumerated in this report should be brought to the attention of the soils engineer so that he may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to the attention of the soils engineer. . The soils engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been promulgated after being prepared according to generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. This report has been prepared for the exclusive use of Mr. Gilbert Chin and his retained design consultants. The findings and recommendations within this report are for specific application to the proposed project. All recommendations are according to generally accepted soils and foundation engineering practices. GEOLOGY OF AREA: The geology of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of Arents of the Alderwood association of soils. These soils have been so disturbed from urban development that they can no longer be classified as Alderwood series. Permeability in the upper soils m this area is moderately rapid and the erosion hazard is low. CLIMATE OF AREA: The climate of the site and surrounding area as taken from the USDA Soil Conservation Service Survey consists of an annual precipitation of 45 to 55 inches per year, and a mean annual temperature of 50°F with a frost free season of about 200 days per year. P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 9 807 1 -1 007 FAX: (253) 735 -2867 Report # 00001 -037 Page 3 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS-ENGIN EERI NG.COM/ • SPEARS ENGINEERING & TECHNICAL SERVICES PROJECT DESCRIPTION The purpose of this section is to enumerate details of the proposed structures. The following information was provided by the owner. The site is currently a single family residence which the owner is in the process of short platting into 5 single family residential lots. Conventional spread footings and slab -on -grade floors are contemplated. Differential settlements are limited to % inch. The site of the proposed short plat upon which this soils exploration has been made is located at 16628 53`d Ave South in Tukwila, Washington. The site topography consists of a terraced site with a slope towards the east. There is a drop of 25 -30 from the west property line to the east property line. The site drainage consists of normal runoff infiltration. The site vegetation consist of a maintained residential yard with some fruit trees and then blackberry bushes along the east 1/4 of the site. East of the property the hillside drops down to Interstate 5 with a steep slope profile. It is our understanding that the proposed lots be on city sewer for both storm and sanitary sewers. Therefore, we did not perform any percolation tests for the site. FIE[d EXPLORATION GENERAL NOTES: The field exploration to determine the engineering characteristics of the foundation materials included a reconnaissance of the project site, excavating the test boring, performing field penetrometer and vane shear tests and recovering disturbed grab samples. A total of two test borings were placed on the site. The test borings were advanced to 6 feet below the existing ground surface. The test borings was located by the field crew as shown on the site plan. A site plan supplied by the owner was used to locate the proposed building orientation and position the excavations. The test borings were located by the field technician by means of normal taping and pacing procedures and are presumed to be accurate to within a few feet. After completion, the test borings was backfilled with excavated soils and the site cleaned and leveled as required. DRILLING & SAMPLING PROCEDURES: The soil boring was performed with a conventional hand auger. Representative samples were obtained from the borings. The samples obtained by this procedure were classified in the field by a soils technician, identified according to test boring number and depth, placed in plastic bags to protect against moisture loss and transported to the laboratory for additional testing. LABORATORY TESTING PROGRAM: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the foundation materials necessary in analyzing the behavior of the proposed building structures. The laboratory testing program included supplementary visual classification and water content determinations on all samples. In addition, selected samples were subjected to Atterburg Limits Tests - ASTM designation D -4318, and Grain Size Analysis - ASTM designation C -117, C -136. All phases of the laboratory testing program were conducted according to applicable ASTM Specifications and the results of these tests are to be found on the accompanying Logs located in the Appendix. SUBSURFACE CONdITIONS GENERAL NOTES: The types of foundation materials encountered have been visually classified and are described in detail on the test boring logs provided in the Appendix. The results of the field penetrometer and vane shear tests, moisture contents and other laboratory tests are presented on the logs. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Report # 00001 -037 Page 4 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W. SPEARS-ENGINEERING.COM/ • SPEARS ENGINEERING & TECHNICAL SERVICES DESCRIPTION OF FOUNDATION MATERIALS: The surface of the proposed construction site is covered with 6 to 12 inches of topsoil that should be removed prior to the start of any construction due to the high compressibility of these soils. Light brown gravelly silty sand to sandy gravel with silt was encountered beneath the existing topsoil and extended to about 3 to 4 feet. Beneath this we encountered a very dense glacial till that extended to depths beyond the scope of this investigation. Lines of demarcation represent the approximate boundary between the soil types, but the transition may be gradual. It is to be noted that, whereas the test borings were placed and sampled by an experienced technician, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fills. It is recommended that the logs not to be used for estimating quantities due to highly interpretive results. FOUNdATION DISCUSSION ANd RECOMMENdATiONS GENERAL NOTES: Various foundation types have been considered for the support of the proposed building structure. Two requirements must be fulfilled in the design of foundations. First, the load must be less than the ultimate bearing capacity of the foundation soils to maintain stability; and secondly, the differential settlement must not exceed an amount that will produce adverse behavior of the superstructure. The allowable settlement is usually exceeded before bearing capacity considerations become important; thus, the allowable bearing pressure is normally controlled by settlement considerations. Considering the subsurface conditions and the proposed construction, it is recommended that the structures be founded upon conventional spread and continuous wall footing foundations. Settlements should not exceed tolerable limits if the following design and construction recommendations are observed. FOUNDATION DESIGN RECOMMENDATIONS: On the basis of the data obtained from the site and the test results from the various laboratory tests performed, we recommend that the following guidelines be used for the net allowable soils bearing capacity. All drainage must be directed away from the slope to the east of the property. Any roof drains and catch basins should be tight -lined into the existing storm sewer system. Footing Depth 18 inches ASTM D 1557 Subgrade Compaction Firm & Unyielding Net Allowable Soils Bearing Capacity 2,500 lbs/ft The footings should be proportioned to meet the stated bearing capacity and/or the Uniform Building Code 1994 minimum requirements. Total settlement should be limited to 1 inch total with differential settlement of inch. Any excessively loose or soft spots or areas that do not meet the compaction requirements that are encountered in the footing subgrade will require over - excavation and backfilling with at least 2 feet of structural fill. In order to minimize the effects of any slight differential movement that may occur due to variations in the characters of the supporting soils and any variations in seasonal moisture contents, it is recommended that all continuous footings be suitably reinforced to make them as rigid as possible. SLOPE STABILITY MODELING & ANALYSIS: Slopes may fail by a number of mechanisms, depending on the nature of the soil involved and the arrangement of natural earth materials at the site in question. slope failures occur because forces tending to cause instability exceed those tending to resist it. Generally, the driving forces are represented by a component of soil weight down slope, and the resisting forces are represented by the soil strength acting in the opposite direction. The factor of safety (FS) of the slope is expressed as the ratio of the resisting forces or "moments" to the driving forces or "moments ". When the FS is 1 or less, the slope must fail. when the FS exceeds 1, the slope is theoretically stable. When estimating the FS for the slopes encountered, we considered the following types of information: P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833-7967 Report # 00001 -037 FAX: (253) 735 -2867 !09e50117 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS -ENGIN EERI NG.COM/ 1) The soil and water profiles. 2) The kinematics of the potential slope failure. 3) The strength and weight of the soil. 4) The proposed slope geometry. 5) Static and seismic (dynamic) loading conditions. SPEARS ENGINEERING & TECHNICAL SERVICES The site was modeled using Geo- Slope's Slope/W program (version 4) and we have included the dynamic (seismic) loading of the model later in this report. The native soils were modeled using 120 lbs. /ft3 unit weight with a phi angle of 34° and no cohesion. A ground acceleration of 0.20g's was used in both the vertical and horizontal direction for the dynamic loading conditions. We have calculated various "worst case" scenarios and have found that the site shows no indications of any deep seated instability of the slope under either static or dynamic loading conditions. There are indications however that the existing slope to the east of the property may have some slight shallow surface slides under dynamic loading conditions. We would expect over time that there may be small surface failures on this area of the slope as it drops down to Interstate 5. SLOPE RECOMMENDATIONS: We recommend that the proposed structures be built using a minimum setback of 35 feet from the top of the slope at the east property line. The on -site drainage (roof drains & catch basins for pavement areas) should be collected and directed into the existing storm drainage system. Any drain fields should be setback a minimum of 100 feet from the top of the slope at the east property line. The important item for maintaining the slope stability on the site is to minimize or completely eliminate any drainage that would saturate the slope to the east of the property. The terracing that is on the project site should be maintained and it may be necessary to reinforce the terracing with rockeries or segmental block retaining walls. CONSTRUCTION CONSIdERAT1ONS EARTHWORK: Excessively organic top soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. It is recommended that excessively organic top soils be stripped from these areas to depths of 6 -12 inches and wasted or stockpiled for later use. Exact depths of stripping should be adjusted in the field to assure that the entire root zone is removed. It is recommended that the final exposed subgrade be inspected by a representative of the soils engineer. This inspection should verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to sound bearing and replaced with structural fill. Once the existing soils are excavated to the design grade, proper control of the subgrade conditions (i.e., moisture content) and the placement & compaction of new fill (if required) should be maintained by a representative of the soils engineer. The recommendations for structural fill presented within this report, can be utilized to minimize the volume changes and differential settlements that are detrimental to the behavior of footings, and floor slabs. Enough density tests should be taken to monitor proper compaction. For structural fill beneath building structures one in -place density test per lift for every 1,000 square feet is recommended. In parking and driveway areas this can be increased to two tests per lift for every 1,000 square feet. Excavation equipment may disturb the bearing soils and loose pockets can occur at the bearing level that were not disclosed by the soils borings. For this reason, it is recommended that the bottoms of the excavations be compacted in -place by vibratory compactors. The upper 12 inches should be recompacted to achieve an in -place density of not less than 95% of the maximum dry density as determined by ASTM D -1557. STRUCTURAL FILL: Structural fill should consist of a 3 inch minus select, clean, granular soil with no more than 5 % fines (- #200). The fill should be placed in lifts not to exceed 12 inches in thickness. Each Layer of structural fill should be compacted to a minimum density of 95 % of the maximum dry density as determined by ASTM designation D -1557. For structural fill below footings, the area of the compacted backfill must extend outside the perimeter of the foundation for a distance at least equal to the thickness of the fill between the bottom of the foundation and the underlying soils. If it is elected to utilize a compacted backfill for the support of foundations, the subgrade P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 6 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W. SPEARS- ENGINEERI NG.COM/ SPEARS ENGINEERING & TECHNICAL SERVICES preparation and the placing of the backfill should be monitored continuously by a qualified engineer or his representative so that the work is performed according to these recommendations. The use of on site soils as structural fill is recommended provided that placement and compaction of these soils is feasible (during the wetter winter months this may not be achievable). These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. This makes moisture content, lift thickness, and compactive effort difficult to control. EXCAVATIONS: R ' Shallow excavations required for construction of foundations that do not exceed four feet in depth may be constructed with side slopes approaching vertical. Below this depth it is recommended that slopes not exceed one vertical to one horizontal. For deep excavations, the soils present cannot be expected to remain in position. These materials can be expected to fail, and collapse into any excavation. This is especially true when working at depths near the water table. Proper care must be taken to protect personnel and equipment. Care must be taken so that all excavations made for the foundations are properly backfilled with suitable material compacted according to the procedures outlined in this report. Before the backfill is placed, all water and loose debris should be removed from these excavations. This information is provided for planning purposes. It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope stability. All excavations should be sloped or braced as required by applicable local, state and federal requirements. LATERAL EARTH PRESSURES: Lateral earth pressures are dependent upon the backfill materials and their configuration and moisture content. Three inch minus sand and gravel mixtures that are free draining are recommended for backfilling walls greater than four feet tall. There are below grade retaining walls or walls designed for retaining earthen fills on this project. The following values may be used for this site. Active Earth Pressure: Passive Earth Pressure: 30 lbs. /ft2 /ft depth 400 lbs. /ft 2 /ft depth FLOOR SLAB -ON- GRADE: Before the placing of concrete floors or pavements on the site, or before any floor supporting fill is placed, the organic, loose or obviously compressive materials must be removed. The subgrade should then be proof rolled to confirm that the subgrade contains no soft or deflecting areas. Areas of excessive yielding should be excavated and backfilled with structural fill. Any additional fill used to increase the elevation of the floor slab should meet the requirement for structural fill. Structural fill should be placed in layers of not more than 12 inches in thickness, at moisture contents at or above optimum, and compacted to a minimum density of 95% of the maximum dry density as determined by ASTM designation D- 1557. A granular mat should be provided below the floor slabs. This should be a minimum of four inches in thickness and properly compacted. The mat should consist of sand or a sand and gravel mixture with non - plastic fines. The material should all pass a % inch sieve and should contain less than ten percent passing the #200 sieve. GROUNDWATER CONTROL: Groundwater was not encountered at the time the field exploration was conducted. Groundwater is not expected to cause any difficulties during construction of this project. It is recommended that runoff caused by wet weather be directed away from all open excavations. The on site silty soils can be expected to become soft and pump if subjected to excessive traffic after becoming wet during periods of bad weather. This can be avoided by constructing temporary or permanent driveway sections should wet weather be forecast. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report# 00001 -037 FAX: (253) 735 -2867 Page 7 of 17 S INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERI NG.COM/ • SPEARS ENGINEERING & TECHNICAL SERVICES GEOSEISMIC SETTING: This project site is located within a "Zone 3 Area" as per the 1997 edition of the Uniform Building Code. All building structures on this project should be designed as per the U.B.C. Requirement for such a seismic classification. Additionally the on -site soils should be classified as type SD per the 1997 U.B.C. Table 16 -J. These types of soils have a shear wave velocity in the range of 600 to 1,200 ft/sec and an undrained shear strength of 1,000 -2,000 psf with blow counts in the range of 15 -50 blows per foot. The following may be used for the seismic coefficients. Seismic Coefficient Ca cv Z =0.3 0.36 0.54 LIQUEFACTION POTENTIAL: In our review we found no evidence of liquefaction of the soils in the immediate area. Additionally, with the type of soils found on the site, it is considered that the site has little to no susceptibility to liquefaction of the native soils. SUMMARy When the plans and specifications are complete, or if significant changes are made in the character or location of the proposed structures, a consultation should be arranged to review them regarding the prevailing soil conditions. Then, it may be necessary to submit supplementary recommendations. It is recommended that the services of a qualified soils engineering firm be engaged to test and evaluate the soils in the footing excavations before placing concrete to determine that the soils meet the compaction requirements. Monitoring and testing should also be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 98071 -1007 FAX: (253) 735 -2867 Report # 00001 -037 Page 8oa17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERI NG. COM/ SOIL PROPERTY SYMBOLS Q.: QP: V: M: LL: PI: D: WT: SPEARS ENGINEERING & TECHNICAL SERVICES. GEOTEChNICAL GENERAL NOTES Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split- spoon. Unconfined compressive strength, tons/ft2 Penetrometer value, unconfined compressive strength, lbs/ft2 Vane value, ultimate shearing strength, lbs/ft2 Water content, % Liquid limit, % Plasticity index, % Natural dry density, lbs/ft3 Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: ST: AU: GB: DB: CB: WS: Split -Spoon - 1 3/8" I.D., 2" O.D., except where noted. Shelby Tube - 3" O.D., except where noted. Auger Sample. Grab Sample. Diamond Bit. Carbide Bit. Washed Sample. RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Terms (Non- Cohesive Soils) Very Loose Loose Slightly Compact Medium Dense Dense Very Dense Terms (Cohesive Soils) Very Soft Soft Firm (Medium) Stiff Very Stiff Hard PARTICLE SIZE Boulders Cobbles Gravel 8 in. + 8in. -3in. 3 in. -5nun Standard Penetration Resistance 0 -2 2 -4 4 -8 8 -16 16 -26 Over 26 Qu - (tons/ft2) 0 - 0.25 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 2.00 - 4.00 4.00+ Coarse Sand 5 nun - 0.6 mm Medium Sand 0.6 mm - 0.2 mm Fine Sand 0.2 mm - 0.074 mm Silts 0.074 mm - 0.005 mm Clays 0.005 nun & Smaller P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 9 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ • SPEARS ENGINEERING & TECHNICAL SERVICES SITE PLAN WITII BORINCI LOCI LOCATIONS 53RD AVE.. S. Jrn8'3f E 7347. q:7 'JD'33 :.•.97 • N 01'08'3T E 84118' P.O. Box 1007 PHONE: (253) 833 -7967 FAx: (253) 735 -2867 AUBURN, WASHINGTON 98071 -1007 Report # 00001 -037 Page 10 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W. SPEARS -E NGI N E ERI N G.COM/ SITE LOCATION • SPEARS ENGINEERING & TECHNICAL SERVICES Project Site P.O. Box 1007 PHONE: (253) 833 -7967 AUBURN, WASHINGTON 98071 -1007 Report # 00001 -037 FAX: (253) 735 -2867 Page 11 of 17 INSPECTION & TESTING • SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ • SPEARS ENGINEERING & TECHNICAL SERVICES DYNAMIC SiopE STAbIIiTy ANAlysis 53rd Ave S 320 - 300 280 260 c 240 d W 200 E998 1.940 E998 1.912 E998 1.885 2.216 1.857 2.173 2.125 • 2.070 • .831 1.809 1.795 2007 1.802 1.933 1.843 •1.847 .867 1.835 •1.830 •1.832 • 1.847 1.860 •1.864 1.869 1.874 1.881 1.829 1.964 1.834 •1.975 •1.843 •1.985 •1.854 1 .996 • tw 1.866 f 1.2.009 1 .867 1 2,024 • •2.041 • 2.060 • 1.979 2.077 • •1.866 1.962 1 .891 `2.000 • / 1.744 1 .876 . .905 // • 2.026 • •,\ 1.628 1.891 1.928 / 2.059 t• •1.970 2.111 1.582, .920 Site 220 Description: Alderwood Arents Soil-Madel -Mohr- Coulomb Unit Weight: 120- 180 - a . 160 140 120 0 Phi: 34 50 100 1.880 1.728 1.441 • • • •1.886 I •1.717 i •1.394 • • 1.892 I 1.700 !/ 1.337 • 1.900 I • 1.906 i +I •1.913 1 •1.921! 1.931 1.478 • • •1.934 1.506 1 2.091 •1.937 3 2.096 I 194 /1.456 1.399 1.676 • t • .�`. •1.313 1.222 • •1.284 / .222 •1.236 1.256 1.219 .234 1.262 1.232 1.215 1.231 1.376 \., •1.222 •1.248 •1.228 • 1.223 1.245 • 1 222 1 243 1 221 • • 1.238 •1.224 { •1.62. •1.339 I .1:58/ 7 • / • • 2.103 1.948 I •1.334 2.114 •1.944 ' 1.269 I I 150 200 250 300 Distance 1.298 .278 •1.221!( .278 1.218! 1.277 .276 1• 1.214' 1.259 1.216 1.240 1.216 1.253 •1.1.228 4:266 .236 •17260 •1.249 1.1.225 i •1.26 / • .232 t •1.259/ • 243 1.227 •1.265 1.226 \ 1 257 / 1 / i• I • / / 1 221 •1263\\`1. k �:2s41.21a .E995 1.321 1.260 •1.299 •1.250 •1.381 E995 1.289 E995 E995 1.234 E995 350 Description: Wally Chin Short Plat Comments: 16628 53rd Avenue S. Analysis Method: Morgenstem -Price Direction of Slip Movement: Left to Right Slip Surface Option: Grid and Radius P.W.P. Option: Piezometric Lines / Ru Seismic Coefficient: Horizontal and Vertical 1 -5 I 1' 400 450 500 550 600 The slope analysis above includes ground acceleration of 0.20g's in both the horizontal and vertical directions for seismic considerations. The graph above show the slice sections for the point with a factor of safety which is 1.248 indicating that the section is stable under severe seismic conditions. Analysis was performed using Geo- Slope's Slope/W program (version 4). The analysis process examines slope stability using the method ,of slices procedure for determining slope stability (safety factor must be greater than 1.0). We reviewed the slope stability using the Ordinary, Bishop, Janbu, and Morgenstern-Price methods for slope stability. The minimum factor of safety in the analysis was 1.214. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAx: (253) 735 -2867 Page 12 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAI ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ BORINq Log #1 SPEARS ENGINEERING & TECHNICAL SERVICES Depth (Ft) 1.0 2.0 3.0 4.0 5.0 6.0 Date: 9/23/00 Boring Log #: 1 Boring Type: Hand Auger Field Description Topsoil Silty Sand wGravel Change in Soils M • 6.7% Dense Till end Boring File #: 00001 -037 Client: Gilbert Chin Depth Drilled: 6 feet ?/" 1.5 94% 71% % - #4 % - #200 Comments 11% AU, some organics, dry light Brown, medium dense 9.1 %, 2.5 92% 58% 13% AU, dark brown, dry, homogenous, very dense BORING Log #2 Depth (Ft) 1.0 2.0 3.0 4.0 5.0 6.0 Date: Boring Log #: Boring Type: Field Description ............. . Topsoil Silty Sand wGravel Dense Till end Boring 9/23/00 2 Hand Auger Change in Soils File #: 0000 1 -03 7 Client: Gilbert Chin Depth Drilled: 6 feet M Qp %-3/4" 7.8% 1.5 98% 88% % - #4 % - #200 Comments 14% AU, some organics, dry light Brown, medium dense 8.9% 2.0 95% 67% 15% AU, dark brown, dry, . homogenous, very dense P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 13 of 17 j • INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM / SITE PhoTo #4 • SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken of boring #1 in the southeast corner of the property. P.O. Box 1007 AUBURN, WASHINGTON 9807 1 -1 007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 17 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIAUZING IN ROADS & BRIDGES HTTP://WWW.SPEARS-ENGINEERING .COM/ SITE Plio To #3 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking west from the east side about 50 feet west of east property line. Here you can see the terracing in the back yard area. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833-7967 Report # 00001-037 FAX: (253) 735-2867 Page 16 of 17 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION/PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP://WWW.SPEARS-ENGINEERING.COM/ SITE PhOTO #2 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking east along the proposed road/driveway path. The top of the rockery seen in the previous photo can be seen directly behind the existing sidewalk. P.O. Box 1007 AUBURN, WASHINGTON 98071-1007 PHONE: (253) 833-7967 FAX: (253) 735-2867 Report # 00001-037 Page 15 of 17 INSPECTION & TESTING SERVICES .GEOTECHNICAI ENGINEERING CONSTRUCTION MATERIALS ENGINEERING CONSTRUCTION /PROJECT MANAGEMENT SPECIALIZING IN ROADS & BRIDGES HTTP: //W W W.SPEARS- ENGINEERING.COM/ SITE PEIOTO # 1 SPEARS ENGINEERING & TECHNICAL SERVICES This photo was taken looking south along the west property line of the site. In this photo you can see the sloped terrace and rockery on the west side of the property. P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 PHONE: (253) 833 -7967 Report # 00001 -037 FAX: (253) 735 -2867 Page 14 of 17 CITY OF TUKWILA STATE ENVIRONMENTAL Please respond to all questions. Use separate sheets as necessary. Applicant Responses: RECEIVED OCT 2 1000 COMMUNITY DEVELOPMENT A. BACKGROUND 1. Name of proposed project, if applicable: Shortplat for Wally Chin 2. Name of applicant: Applicant: Wally Chin 15310 Macadam Road, #A -303 Tukwila, WA 98188 Phone: (206) 261 -6575 Contact Person: Steven M. Grassia Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Phone: (425) 486 -8300 Fax: (425) 806 -9628 3. Date checklist prepared: September 19, 2000. 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Begin construction in June, 2001, with completion in June, 2002. 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None. 9. List any government approvals or permits that will be needed for your proposal, if known. City of Tukwila SEPA, Short Plat Approval, Building Permit, Grading Permit, Plumbing Permit, and Electrical Permit. 1 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Create a short plat with five lots for a total of five single - family residences (one existing and four new). Area of project site is 34,750.02 sq. ft. (.79 acres). Total gross floor area of all buildings is 8,550 sq. ft. Covered parking will be provided for two automobiles at each residence for a total of 10 vehicles. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 16628 - 53rd Avenue South, Tukwila, Washington 98188 Legal Description: Lots 3 and 4, Block 2, Valley View Homes, according to the plat thereof recorded in Volume 56 of Plats, Page 81, Records of King County, Washington. Together with that portion of the right of way of 54th Avenue So. vacated according to Ordinance Number 1236 dated November 3, 1981, City of Tukwila, which abuts Lots 3 and 4 in Block 2 of Valley View Homes. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Map as environmentally sensitive? Yes -- steep slopes greater than 20 percent. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other moderately sloped. b. What is the steepest slope on the site (approximate percent slope)? 30 percent. 2 • • c. What general types of soils are found on the site (for example: clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site is covered by six to twelve inches of topsoil over two to three feet of dark brown gravelly sand and sandy gravel, beneath which lies very dense glacial till. The site is not prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Topsoil containing organics or deleterious material should removed from areas to receive buildings or pavement. Excavation and backfill will be required for footings and utilities. Structural fill will be required at the access driveway to raise the finish grade to meet street level. Approximately 400 cu. yds. of cut and 1,200 cu. yds. of fill are expected. Structural fill will be brought from off -site sources. On -site soils will be wasted as fill under landscaped areas. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes -- erosion can result from grading and excavation work during construction, especially if earthwork takes place during rainy seasons. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 32 percent (11,000. sq. ft.). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Earthwork should be conducted during dry season. Silt fencing, hay bales, plastic over mounds of backfill, catch basin filters, rock construction entrance, sedimentation ponds and straw mulch will be used during construction. Erosion control landscaping and storm drainage system will be provided upon completion. g. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood'smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Minimal amounts of dust and vehicle emissions during construction, and minimal amounts of automobile emissions when complete. • • b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Water spray during construction as required to reduce dust. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of till and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5. Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 4 • • 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and the method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from roofs and pavement will be collected on -site in a new storm drainage and detention system before being discharged into the City's existing storm sewer. 2. Could waste materials enter ground or surface waters? If so, generally describe. No -- wastes will be collected and discharged into the City's existing sanitary sewer. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm runoff will be collected from pavement surfaces by catch basins and from roofs by gutters and downspouts. It will then flow through the new storm drainage system which will include on -site detention before discharging into the existing City storm sewer. Size and characteristics of the detention and water quality facilities will be determined prior to the building permit application. 4. Plants a. Check or circle types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other x shrubs x grass pasture 5 • • crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, mil foil, other x other types of vegetation - describe weeds, blackberries, etc. b. What kind and amount of vegetation will be removed or altered? Approximately .79 acres of grasses, weeds, shrubs, and trees will be cleared from the area to be disturbed by new construction. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New landscaping will be provided around the buildings, adjacent to parking areas and along property edges in accordance with the City of Tukwila Zoning Code. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle songbirds)other Mammals: Deer, bear, elk, beaver, other(mall mammals and rodents Fish: bass, salmon, trout, herring, shellfish, other Other b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. 6 • •. Natural gas will be provided for space heating and hot water. Electricity will be provided for power and lights. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List of other proposed measures to reduce or control energy impacts, if any: Insulation and thermal glazing will be provided at heated areas per the Washington State Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. Minimal risk of fire exists. 1. Describe special emergency services that might be required. Fire protection. 2. Proposed measures to reduce or control environmental health hazards, if any: Project will have hydrants as required by fire department and access will be provided for fire department vehicles. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, aircraft, other)? Freeway traffic. 2. What types and levels of noise would be created by or associated with the project on a short -term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term construction noise during the daytime, and minimal long -term traffic noise (24 hours). 3. Proposed measures to reduce or control noise impacts, if any: Buildings will be constructed using recommended Sound Transmission Class (STC) ratings to reduce noise transmission. 7 • • 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The project site is zoned LDR - Low Density Residential and is currently occupied by a single- family residence. To the north, south, and west are properties which are similarly zoned and which contain other single family dwellings. To the east is the I -5 freeway corridor. b. Has the site been used for agriculture? If so, describe. No. c. Describe any structures on the site. A single family residence of approximately 1,350 sq. ft. currently occupies the site. d. Will any structures be demolished? If so, which ones? No. e. What is the current zoning classification of the site? LDR - Low Density Residential f. What is the current comprehensive plan designation of the site? Low Density Residential. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes -- steep slopes greater than 20 percent. i. Approximately how many people would reside or work in the completed project? Nineteen residents based on one person per bedroom. j. Approximately how many people would the completed project displace? None. g. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: 8 • • The proposed project complies with the existing zoning code and it is consistent with the comprehensive plan. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. Five units of middle- income housing (including one existing unit). b. Approximately how may units, if any, would be eliminated? Indicate whether high, middle, or low - income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? Maximum building height will not exceed 30 feet. The principle exterior building materials will be vinyl siding with asphalt composition roofing. b. What views in the immediate vicinity would be altered or obstructed? Views looking east across I -5 and Rainier Valley from single- family residences to the west would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: Buildings will use a muted color scheme. Modulation of wall and roof surfaces will be designed to provide rhythm and to break up the mass of the exterior. 11. Light and Glare a. What type of light or glare will the proposal produce? What tithe of day would it mainly occur? Minimal light and glare will be produced -- exterior security lighting at night using directional luminaries, light from windows, and automobile headlights at night, and normal glare off windows during the daytime. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? Freeway lights. 9 d. Proposed measures to reduce or control light and glare impacts, if any: Exterior security lighting will use directional luminaries, off - street parking will be provided in garages, landscape screening will be used to reduce glare from headlights, and building windows will have blinds or shades. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Crystal Springs Park, Crestview Park, Tukwila Park, Bicentennial Park and the Green River Trail, Fort Dent Park, and Foster Links Golf Course are located in close proximity to the project site. These parks have bicycling, hiking, river access, play areas, picnic areas, golf, and ball fields. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including opportunities to be provided by the project or applicant, if any: None. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site? None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site will be accessed from 53rd Avenue South which connects to I -5 and SR 518 via Klickitat Drive. 10 • • b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop and where is it? Presently, no bus service exists along 53rd Avenue South. The nearest bus service is on Metro Routes 124, 128, 140 and 150 approximately 1/2 mile away at South Center Shopping Mall. There is also service 3/4 mile away at the intersection of Military Road and South 170th Street on Metro Route 170. c. How many parking spaces would the completed project have? How many would the project eliminate? Ten off - street parking spaces will be provided on -site for automobiles belonging to residents. No parking spaces will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No new streets, roads, or other frontage improvements will be needed for this project. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. SeaTac International Airport is two miles from the site. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. On average, 50 daily trips can be expected from this project with five P.M. peak hour trips and four A.M. peak hour trips being generated. Peak volumes would occur between 7 and 9 A.M and between 4 and 6 P.M. Proposed measures to reduce or control transportation impacts, if any: The project will provide proper sight distances at the new driveway entrance to 53rd Avenue South. g. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: The project will result in increased need for public services including fire protection, police protection, health care and schools. b. Proposed measures to reduce or control direct impacts on public services, if any. Payment of increased taxes and fees will cover costs of necessary public services. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, (refuse service, telephone, sanitary sewer)septic system, other Cable TV. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed: Electricity: Puget Sound Energy Gas: Puget Sound Energy Water: City of Tukwila Sewer: City of Tukwila Refuse: City of Tukwila Telephone: Qwest Cable TV: AT &T C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: 12 • • STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development . 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX 206) 431-3665 E -mail: tukolaW i ci.tuk« ila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY I:1111430 11011:13d OOOZ 9 Z 130 YUM)Ini do )W0 G3N3o3d ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, it �mplovees, ayA3, enrjnee contractors or other repprresAntatives the right to enter upon Owner's real property, located at Z L( "J M. ve cs[O for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. EXECUTED at (Print 'ame gliy 2. 6-0 U_) (Address) (Phone umb er) (Signature) V On this day personally appeared before me _) C., \ e l 1%\,„ to me known to be the individual who executed the foregoing instrument and acknowledged that he/she sigad the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBE,Q ;�LTO BEFORE ME ON THIS IV G(g10N��� .o NOTARY PUBLIC in and or the tate of Wastt'ington residing at �� ` �� . C ; «"` My Commission expires on J ' ( l c �— BAIMA & HOLMBE•, INC. 100 Front Street South ISSAQUAH, WASHINGTON 98027 -3817 (425) 392 -0250 FAX (425) 391 -3055 JOB SHEET NO OF CALCULATEb BY DATE CHECKED BY DATE SCALE Luis 5.i r 733 -0/3 G 05r9F�!5 —/3 -0 2 PRODUCT 204 -1 (Single Sheets) 200-1 (Padded) • Bndy • Lot name: BNDY North: 7830.5500 Line Course: S 88 -05 -53 E North: 7823.1528 Line Course: S 01 -08 -33 W North: 7667.1838 Line Course: N 88 -05 -49 W North: 7674.5784 Line Course: N 01 -03 -56 E North: 7830.5514 • East: 10844.5800 Length: 222.88 East: 11067.3372 Length: 156.00 East: 11064.2267 Length: 222.67 East: 10841.6795 Length: 156.00 East: 10844.5806 Perimeter: 757.56 Area: 34,750.01 sq.ft. 0.79 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0015 Course: N 22 -21 -55 E Error North: 0.00138 East: 0.00057 Precision 1: 506,703.65 • Lot a • Lot name: LOT A North: 7766.5244 Line Course: S 88 -56 -04 E North: 7765.1304 Line Course: S 01 -03 -56 W North: 7672.0865 Line Course: N 88 -05 -49 W North: 7674.5762 Line Course: N 01 -03 -56 E North: 7766.5203 East: 10843.3891 Length: 74.96 East: 10918.3362 Length: 93.06 East: 10916.6056 Length: 74.97 East: 10841.6770 Length: 91.96 East: 10843.3871 Perimeter: 334.95 Area: 6,934.82 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0046 Course: S 26 -28 -07 W Error North: - 0.00415 East: - 0.00207 Precision 1: 72,166.25 • Lot b Lot name: LOT B North: 7830.5500 Line Course: S 88 -05 -53 E North: 7826.8985 Line Course: S 01 -03 -56 W North: 7764.4793 Line Course: N 88 -56 -04 W North: 7766.5251. Line Course: N 01 -03 -56 E North: 7830.5540 East: 10844.5800 Length: 110.02 East: 10954.5394 Length: 62.43 East: 10953.3784 Length: 110.01 East: 10843.3874 Length: 64.04 East: 10844.5784 Perimeter: 346.50 Area: 6,956.43 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0044 Course: N 22 -09 -23 W Error North: 0.00405 East: - 0.00165 Precision 1: 79,335.45 • Lot c Lot name: LOT C North: 7826.8985 Line Course: S 88 -05 -53 E North: 7823.1528 Line Course: S 01 -08 -33 W North: 7762.3849 Line Course: N 88 -56 -04 W North: 7764.4820 Line Course: N 01 -03 -56 E North: 7826.9012 East: 10954.5426 Length: 112.86 East: 11067.3404 Length: 60.78 East: 11066.1285 Length: 112.77 East: 10953.3780 Length: 62.43 East: 10954.5390 Perimeter: 348.84 Area: 6,949.68 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0045 Course: N 53 -19 -43 W Error North: 0.00268 East: - 0.00360 Precision 1: 77,743.40 • Lot d Lot name: LOT D North: 7765.1304 Line Course: S 88 -56 -04 E North: 7763.7502 Line Course: S 01 -03 -56 W North: 7669.6264 Line Course: N 88 -05 -49 W North: 7672.0915 Line Course: N 01 -03 -56 E North: 7765.1354 East: 10918.3383 Length: 74.22 East: 10992.5454 Length: 94.14 East: 10990.7948 Length: 74.23 East: 10916.6057 Length: 93.06 East: 10918.3363 Perimeter: 335.65 Area: 6,947.28 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0054 Course: N 21 -27 -41 W Error North: 0.00503 East: - 0.00198 Precision 1: 62,118.45 Lot e Lot name: LOT E North: 7763.7501 Line Course: S 88 -56 -04 E North: 7762.3816 Line Course: S 01 -08 -33 W North: 7667.1805 Line Course: N 88 -05 -49 W North: 7669.6204 Line Course: N 01 -03 -56 E North: 7763.7441 East: 10992.5475 Length: 73.59 East: 11066.1248 Length: 95.22 East: 11064.2262 Length: 73.47 East: 10990.7967 Length: 94.14 East: 10992.5474 Perimeter: 336.43 Area: 6,961.77 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0060 Course: S 01 -18 -26 W Error North: - 0.00603 East: - 0.00014 Precision 1: 55,775.24 20000505002504 e1751779 Attar Recording Mail To Wally Chin jaswinder kaur 18820 53rd Ave S Seattle, WA 981218 PAGE eel Of Pet STATUTORY WARRANTY DEED THE GRANTOR(S), JASWINDER KAUR, D Ftbri din consbonvona$f en w are an8am ato'd x ew aide itatwnapnbuna conveys and warrants to, WALLY L CHIN, an unmarred man as his separate estate try The follow in described reel estate, situated in the County of King state of WASHINGTON ‘22 *Bassi, deceased Lev LOT53 -a, 5L CCK 2, VALLEY VIEW HOMER, Vat, 56 PO 81 e L'• As hereto attached. v Parcel No's 889880 - 0050.08 and 9858904055 -03 co SUBJECT TO Ccvenanta, Conditions, Reatnctione, Rcaarvet►cne, and Easements of record if any OC, ^C111Ch CD11M anted this 28 day of Aprd, 2000 r (Seel) ltt^30ttst Representative of the estate of Ieabit Singh Bassi, deceased r State of CoufLy of sa (Seal) On this day personally appeared before me `' #S tc "")2)6-R, # () R. known to be known to be the Individual described In and who executers tho w tflln foregoing instrument and � ackngwltdgsd�� - ph, ,} jiq t p gqr� s free and voluntary act and deed,'Tor tire u ; 8 and therein mentrEi GIVEN under my hand and official seal this r� f 0 Not 'i com fig in end fir me /'ts !.� +RE • r O Z ds+on Nerves 7 4^ 7 -7.4 o pi .�Cr,. + Ii am ••ti A eft Y RECEIVED CITY OF TUKWILA DEC — 62000 PERMIT CENTER 11 _ R_ 70111 G1 11:14 P. 2 ■C: VV. • PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104 -1511 Senior Title Officer, Julie Goodman (juliegoodmanTpnwt.com) Title Officer, LaVonne Bowman (1avoznebowmanvpnwt•ccm) Senior Title Technician., Daisy Lorenzo (daisylorenzocupnwt.com) Senior Title Technician., Jeanette Post (jeanettepost@pnwt.com) Title Technician, Roberta Powers (robertdpowers @pnwt.com) Unit No. 6 FAX No. (2206)343 -8403 Telephone Number (206)343 -1328 Washington Home Mortgage 555 - 116`h Avenue Northeast, #242 Bellevue, Washington 99004 Attention: Lea Title Order No.: 402501 SECOND REPORT A. L. T. A. COMMITMENT SCHEDULE A Effective Date: March 15, 2000, at 8:00 a.m. 1. Policy(ies) to be issued: A.ALTA Owner's Policy Amount Standard (X) Extended ( ) Premium Tax (8.6b) HOMEOWNER'S RATE (30$ DISCOTNT) Proposed Insured: WALLY CHIN, a single person $ 270,000.00 $ 658.00 $ 56.59 B.ALTA Loan Policy Amount $ Standard ( ) Extended (X) Premium $ Tax ($.6%) $ NOTE: THE FORTHCOMING LENDERS POLICY WILL REFLECT THE LIABILITY CONTAINED ON THE INSURED DEED OF TRUST. Proposed Insured: APPROPRIATE LENDER 243,000.00 405..00 34.83 SPECIFIC 2. The Estate or interest in the land described herein and which is covered by this commitment ie fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: JASBIR SINGH BASSI and JASWINDEP. KAUR, husband and wife 4. The land referred to in this commitment is K..ng, State of Washington, and described As on Schedule A, page 2, attached. situated in the County of as follows: R ECE V 0 OCT 2 6 2000 CCMiViUNOTY CtVELOPMENT • A.L.T.A. COMMITMENT SCHEDULE A Page 2 • Order No. 402501 The land referred to in this commitment is situated in the county of Ring, State of Washington, and described as follows: Lots 3 and 4, Block 2, Valley View Homes, according to the plat thereof recorded in Volume 56 of Plats, page 81, in King County, Washington; TOGETHER WITH that portion of the right of way of Bet Avenue South vacated according to Ordinance Number 1236 dated November 3, 1981, City of Tukwila, which abuts Lots 3 and 4 in Block 2 of Valley View Homes. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended P.CW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Lots 3 -4, Block 2, Valley View Homes. Vol. 56, pg. 61 • .u.... , " ._ V„ .r:,V,, • PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule B Order No. 402501 I. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. E. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule b of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A.. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or intereat or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents oe in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. ' 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. . 9_ Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attaohed. ..n asoarr WV Yt'1 V1V • • Order No. 402501 A.L.T.A. COMMITMENT SCHEDULE B Page SPECIAL EXCEPTIONS: NOTE FOR INFORMATION PURPOSES ONLY: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS. THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION CF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN. 8 1/2" BY 14 ". NO ATTACHMENTS ON PAGES SUCH AS STAPLED CR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IP ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S). (continued) V? 1 V i r v v v a v. v v a ..1.a .MV VU V W V V rR111.LL !\TT i111G .O 4 V11 A.L•T•A. COMMITMENT SCHEDULE B Page 3 SPECIAL EXCEPTIONS (continued): • Order No. 402501 1. EASEMENT AS DELINEATED AND /OR DEDICATED ON THE FACE OF THE PLAT: PURPOSE: Drainage AREA AFFECTED: North 5 feet of said Lot 3 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Val Vue Sewer District and City of Tukwila PURPOSE: Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all connections and appurtenances thereto AREA AFFECTED: RECORDED: RECORDING NUMBER: A 10 foot wide Strip over said Lot 3 March 9, 1982 8203090493 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTED: PURPOSE: Val Vue Sewer District and City of Tukwila Constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all connections and appurtenances thereto AREA AFFECTED: A 10 feet wide strip over said Lot 4 RECORDED: March 9, 1982 RECORDING NUMBER: 8203090494 4. RESTRICTIONS CONTAINED ON THE FACE OF THE PLAT AS FOLLOWS: No lot or portion of a lot in this plat shall be divided and sold or rotsold, or ownership changed or transferred whereby the ownership of any portion of this plat shall be less than the area required for the use district in which it is located. (continued) VO /ao /LVVV 1V.JJ rA.1 cVV J*J 0404 Ct1Cll lt. O P 11610 VO Wj VLL A.u.T.A. COMMITMENT SCHEDULE B Page 4 Order No. 402501 All lots in this plat are restricted to R -1 First Residence District use governed by and subject to restrictions, rules and regulations of the County Zoning Resolution No. 11373 and subsequent changes thereto by official county resolution. Building Permits will be issued only upon the approval of the King County Health Department for installation of sewage disposal facilities. . 5. CONDEMNATION OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE TO STATE OF WASHINGTON: ENTERED: August 19, 1963 KING COUNTY SUPERIOR COURT NUMBER: 614778 6. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the plat. 7. GENERAL AND SSPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IH UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2000 TAX ACCOUNT NUMBER: 885880- 0050 -08 LEVY CODE: 2320 AFFECTS: Said Lot 3 CURRENT ASSESSED VALUE: Land: $63,000.00 Improvements: $ 0.00 . GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: S: ?ECIA. DISTRICT: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: $811.75 S 0.00 $811.75 $0.85 $0.40 $o.as (continued) Order No 402501 A.L.T.A. COMMITMENT SCHEDULE B Page 5 8. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, • IP UNPAID: SECOND HALF DELINQUENT NOVEMBER 1. IF UNPAID: YEAR: 200C TAX ACCOUNT NUMBER: 885880 - 0055 -03 LEVY CODE: 2320 AFFECTS: Said Lot 4 CURRENT ASSESSED VALUE: Land: $63,000.00 Improvements: $92,000.00 GENERAL TAXES: AMOUNT BILLED: $1,997.18 AMOUNT PAID: $ 0.00 AMOUNT DUE: $1,997.18 SPECIAL DISTRICT: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: $0.85 $0.00 $0.85 9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Jasbir Singh Bassi and Jaswinder Kaur, husband and wife TRUSTEE: Stewart Title Company BENEFICIARY: Fremont Investment & Loan, its successors and /or assigns AMOUNT: DATED: RECORDED: RECORDING NUMBER: $194,250.00 September 13, 1959 September 20, 1999 19990920001842 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. ASSIGNMENT OF SAID 'DEED OF TRUST: ASSIGNEE: DATED: RECORDED: RECORDING NUMBER: Mcrequity, Inc. Not disclosed March 2, 2000 20000302001696 (continued) VV • iVI 4VVV 1V . V\ i-r. ♦ 4V V V YV V1vV l C4..l11.., l' .. 11, 1G VV • 111/...„ Order No. 402501 A.L.T.A. COMMITMENT SCHEDULE B Page 6 10. Title is to vest in Wally chin, a single person, and will then be subject to: Numerous judgments and /or liens appear in the record against persons with names similar to Wally Chin, the effect of which depends upon his/her identity with said persons. An identity affidavit is attached for completion by Wally Chin. Said affidavit must be reviewed by the company for determination of resolution of said matters prior to recording herein. 11. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of City of Tukwila. Present Rate of Real Estate Excise Tax as of the date herein is 1.78 %. NOTE 1: All matters have bees cleared for ALTA Extended Policy coverage and /or Homeowners Endorsement coverage. NOTE 2: The records of King County and /or our inspection indicate that the address of the improvement located on said land is; 16528 53rd Avenue South Seattle, Washington 95168. NOTE 3: The Loan Policy to issue will contain a Form 8.1 (Environmental Protection Lien) Endorsement. NOTE 4: The Owner's Policy to issue will contain the Additional Protection Endorsement for Homeowners. NOTE 5: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 plus tax of $4.30. END OF SCHEME E Title to this property was examined by: Allan Knight Any inquires should be directed to one of the title officers set forth in Sc.aedule A. 41" 4AW46, WV TO Washington Home Mortgace 12620 - 120`n Avenue N.E., Suite 203 Kirkland, Washington 58034 Attn: Lea Raf.# CC: • PN'.Inc r\O TrM eST T:TtF. c..gv.y a wxl.Nyw,. ln. 215 Columbia Street S .eattle, Washington 98104 SUPPLEMENTAL REPORT #1 of Second Report O'Conner Lad pigmT Order Number: 402501 2285 - 116th Avenue N.B., Suite 102 Seller: Bassi Bellevue, Washington 96004 Buyer /Eorrower: Chin The following matters affect the property covered by this order: • The following paragraphs(s) of our preliminary commitment has /have been eliminated: 10 • Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re- examined Dated as of April 21, 2000 at 8 :00 a_m.. PACIFIC NORTHWEST TITLE COMPANY ay: Julie Goodman Title Officer Phone Number: 206 - 343 -1328 kt VO!£V'i"'V iV. J't (A1 rVV JYJ VYVJ raV41L,.: OTT 1Ll.iG VO TO: Washington Horne Mortgage 555 - 126 °'' Avenue NE, #242 Bellevue, WA 98004 Attn: Lea CC: AC_ rAcfiYC NaKngwi r Traz �rww.raulwow T.N. 215 Columbia Street Seattle, Washir.gton 98104 SUPPLEMENTAL REPORT #2 OF SECOND REPORT O'Conner Law PNWT Order Number: 402501 2285 - 116`r Avenue N.E., Suite 102 Seller: Bassi Bellevue, Washington 98004 Buyer /Borrower: Chin The following matters affect the property covered by this order: • ALTA Policy Coverage(8) and/or Changes have been amended as follows: P:>licy(ies) to be issued: A.ALTA Owner's Policy Amount $ 272,000.00 Standard (X) Extended ( ) Premium $ 672.00 Tax (8.61) $ 57.79 HOMEOWNER'S RATE (301 DISCOUNT) Proposed Insured: WALLY CHIN, a single pereon B.ALTA Loan Policy Amount $ 243,000.00 Standard ( ) Extended (X) Premium $ 405.00 Tax (8.6 %) $ 34.63 NOTE: THE FORTHCOMING LENDERS POLICY WILL REFLECT THE SPECIFIC LIABILITY CONTAINED ON THE INSURED DEED OF TRUST. Proposed Insured: APPROPRIATE LENDER Except as to the matters reported hereirabove, the title to the p::7operry covered by this order has NOT been re- examined Dated as o: April 21, 2000 at 6:00 a.m. PACIFIC NORT1iW8ST TITLE COMPANY By: Julie Goodman Title Officer Phone Number: 206- 343 -1328 kC t% EXCISE TAX NOT REALO Kj Co. WECOfUB UiV15i00 Deputy EASEMENT • NoROEo tm- • 9 II uq Po" 3' , . t.' T IONS RECt.n H ; 2092 GRANTORS,.._ George SLA11en. ,and Martha A. Allen_ ---- 16628 - 53rd Avenue South, Seattle, WA 98188 For and in cons~ oration of one dollar Tfi7OOTand other value a cons d�r- ations, t e receipt of which is hereby acknowledged, rants and conveys GRANTEES ,VAL VUE SEWER DISTRICT and CITY OF TUKWILA, /King County Washington, a Municipal Corporation, an easement and right -of -way, over, across, along, through, and under the following described property situated in King County, Washington, to -wit: A STRIP OF LAND 5 FELT ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHEAST CORNER OF LOT 3, BLOCK 2, VALLEY VIEW HOMES ADDITION; THENCE SOUTHEASTERLY TO A POINT ON THE EASTERLY EXTENSION 6F. THE SOUTH LTNG'OF SAID LOT 3, BLOCK 2, SAID POINT BEING 19 .FEL. WESTERLY. OF THE WESTERLY RIGHT -OF- WAY MARGIN OF INTERSTATE HIGHWAY NO. 5,AND THE TERMINUS OF SAID DESCRIBED CENTERLINE, ALL WITHIN SAID LOT 3, BLOCK 2, AVENUE SOUTH. HOMES SOUTH. For the purpose oflonstructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances theretoitogethe; nwit the right ht ,ofn ingress gtherthereto anand Gegress sS therefrom for the purpose of enjoy g he ease and to those acting under or for GRANTEES the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately .after the completion of the Constuction way sbeutotitstcondpition GRANTEES immediately before sh Such construction or entry. IN WITNESS WHEREOF. Grantors have hereuht•o '•et their hind this __1st__.•.__ day of February _, 19 82 -• `y� ,,, /' STATE OF WASHINGTON ) ) ss.. COUNTY OF KING ) On this _1 day of _._Ee a Notary Public in and for �e 5fif f ,worn, personally appeared _ C to tnu known to be the individunis de instrument; and acknowledged to me said instrument as (th�eeiir, >hQX� uses and purposes therein mentioned. and and official seal hereto affixed the day and year in this 19 before me, the undersigned, o Washington, duly commissioned and �F GE_a 11 fey ,t e scrihed in and w o execute the >`oregoing that (they, ixxx) signed and sealed the I, :e and voluntary act and deed for the WIT ., Certi L1C Got 'PUBUC in an for the State of WaShington, residing at Tukwila. 8203090493 /Th • • PIED fre 4.1 Ft f'-r' ? Return t 1 t111 Of TUKINT 1201 COUTRCIOTII 8110, TUKWILA, WK Wel arat e-4 1%. RIME TAX Q f Ca ROCCO Uenalan p tiepuH EASEMENT 2093 GRANTORS, George S. Allen and Martha A. Alien 16628 - 53rd Avenue South, Seattle, WA 98108 For and to eansideratioii of one dell t i,001 aZolfier v�Tuali a cn,isldur- ations, Ale receipt of which is hereby •icknowledned, rants and conveys to GRANTEES 'VAL VUE SEWER DISTRICT'and CITY Of 'IU1:'eII.A,7King County Washington, a Municipal Corporation,• an easement and right- of-way. over. across, along. through, and under the following uescribed property situated in King County, Washington, to -wit: THE WEST 10 FEET OF THE EAST 24 FEET OF THE FOLLOWING DESCRIBED PARCEL: LOT 4, BLOCK 2. TOGETHER WITH For the purpose of7•onstructing, installini, reconstructing, replacing, repairing. maintaining and operatin a sewer pipeline and lines and all necessary Connections and appurtenances thereteitogether with the right of ingress thereto and enri's therefrom for the purpose of enjoying the casement, ant also granting to GRANTEES and to those acting under or for GRANTEES the use of such additional area inunediately adjacent to the above easement as shall be r:liuired for the construction of the sewer pipeline or linos in the casement, such additional area to be held to a i milli mum necessary for the purpose, and iuunrdl:iUU.ly after Lhu completion of the construction and installation, or any subsequent entry uPnn thc to se.ment, GRANTEES i shall restore, tht' premisns as near as may ?'n to it;• condition kwaediatniy before such construction or entry. 1 l.st_ . ,.. - t IN WITNESS WHEREOF, Grantors have I;crrunto set their hand this d''y of _._.._February______ _• 19 82_.-^.__. ' a ` t f S i STATE OF WASHINGTON ) ) ss. COUNTY Of KING On this 19 before me, the undersigned, �5 _ y Of � bruar .a ,Notary !'uhlic in in and for the tate of Washington, duly commissioned and , sworn, personally appeared - George S. Al1en.apd MArVha A.A11g0___ _ —.. to me known to be the individuals described in and who executed the .oregofng instrument; end acl:nawledi .l to me that (they, act igned deedsfored the "said instrument as (their, 1v17.KX ) uses and purposes therein nantioned. •4J.TTNESS.my hand and t;fficial seal hereto affixed the day and year in this •..'Certificate above written. f1(11 It 'U IC in an f'or..the,, 6te of W:lshtogten. rusidinq,:at'`'C %l�CVrila. ' e7/os.-o9 !C17 F CASHEL 140494 D Z.1.10 ..1.44+7.00 f MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner ' Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Morgan David A & Nadine L : 16452 51St Ave S Tukwila 98188 : 5190 S 166Th St Tukwila Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 10 MC MICKEN HEIGHTS DIV : 5 Bth F3H: 1 / / Stories: 2 Parcel # : 537920 0120 03 Sale Date : 04/24/1989 Sale Price : $105,000 Asd. V : $183,000 Q :NWS :26 T : 23N R : 04E BIdgSF: 2,940 Ac: .54 YB:1941 Ph: 206-243-0900 : Palmason Ray;Hoffert Donna K : 5135 S 166Th St Seatac 98188 : PO Box 58628 Seattle Wa 98138 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 2 / /1 Stories: 2 Parcel # : 537920 0134 07 Sale Date : 08/20/1999 Sale Price : $240,000 Full Asd.V : $177,000 Q :NWS : 26 T : 23N BIdgSF: 1,940 Ac: .17 YB:1999 Ph: R : 04E : Elko Curtis J;Heyer Nancy M : 16460 51St Ave S Seatac 98188 : 16460 51St Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0135 06 Sale Date : 08/25/1994 Sale Price : $1575000 Full Asd.V : $166,000 Q :NWS :26 T:23N R :04E BIdgSF: 2,880 Ac: 1.46 YB:1947 Ph: 206-433-0927 : Nickels Nadyne : 5145 S 166Th St Seatac 98188 : 5145 S 166Th St Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 2 / /1 Stories: 2 Parcel # : 537920 0136 05 Sale Date : 02/16/1999 Sale Price Asd.V : $274,000 Q :NWS : 26 T : 23N BIdgSF:3,610 Ac:.39 YB:1994 Ph: R : 04E : Herbert Ronald F : 16604 51St Ave S Seattle 98188 : 16604 51St Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0137 04 Sale Date Sale Price . Asd.V : $148,000 Q :NWS :26 T : 23N R : 04E BIdgSF: 1,590 Ac: .45 YB:1948 Ph: 206-244-2331 : Herbert Ronald F : 16604 5 I St Ave S Seattle 98188 : 16604 51St Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV Bth F3H: 1 / / Stories: 1 BIdgSF: 340 Parcel # : 537920 0137 04 Sale Date Sale Price . Asd.V : $148,000 Q :NWS : 26 T : 23N R : 04E Ac: .45 YB:1960 Ph: 206 - 244 -2331 : Hackl Marian /E John : 5155 S 166Th St Seatac 98188 : 5155 S 166Th St Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 2 / /1 Stories: 2 Parcel # : 537920 0138 03 Sale Date : 07/31/1998 Sale Price : $260,000 Full Asd. V : $192,000 Q :NWS : 26 T: 23N BIdgSF: 1,980 Ac: .23 YB:1998 Ph: R : 04E : Gedlu Habtelul;Aberahm Muna : 5165 S 166Th St Seatac 98188 : 5165 S 166Th St Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 11 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 2 / /1 Stories: 2 Parcel # : 537920 0139 02 Sale Date : 08/04/1998 Sale Price : $263,000 Full Asd.V : $192,000 Q :NWS 26 T:23N R :04E BIdgSF: 1,980 Ac: .23 YB:1998 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mall Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Lindback Robert A /Lyle L Co Trustees : 16620 51St Ave S Seatac 98188 : 16612 51St Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 12 MC MICKEN HEIGHTS DIV : 2 Bth F3H: / / Stories: 1 BIdgSF: 620 Parcel # : 537920 0145 04 Sale Date : 04/16/1999 Sale Price Asd. V : $198,000 Q : N W S : 2 6 T: 23N Ac:.48 YB:1958 Ph: R : 04E : Lindback Robert A /Lyle L Co Trustees : 16620 51St Ave S Seatac 98188 : 16612 51St Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 12 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0145 04 Sale Date : 04/16/1999 Sale Price Asd. V : $198,000 Q : N W S : 2 6 T: 23N BIdgSF:2,350 Ac:.48 YB:1946 Ph: R : 04E : Johnson Melvin James & Celind : 16626 51St Ave S Seatac 98188 : 16626 51St Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 12 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 537920 0146 03 Sale Date : 05/13/1997 Sale Price :$103,000 Asd. V : $138,000 Q:NWS:26 T:23N BIdgSF:3,140 Ac:.22 YB:1938 Ph: R : 04E : Not Available From County : *No Site Address* Seatac : 5119 S 166Th St Seatac Wa 98188 : 000 *Unknown Use Code* : BLK 2 LOT 12 MC MICKEN HEIGHTS DIV Bth F3H: / / Stories: BIdgSF: Parcel # : 537920 0147 02 Sale Date : 11/24/1999 Sale Price : $180,000 Asd. V : $49,000 Q : N W S : 2 6 T : 23N Ac: 1.10 YB: Ph: R : 04E : Topinka Charles A Mrs : *No Site Address* Seatac : 12023 NE 134Th Pl Kirkland Wa 98034 :300 Vacant,Residential : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV Bth F3H: / / Stories: BIdgSF: Parcel # : 537920 0150 06 Sale Date Sale Price Asd. V : $33,000 Q :NWS :26 T : 23N R : 04E Ac: .29 YB: Ph: 425- 821 -3547 : Donlin Terry : 16640 51St Ave S Seatac 98188 : 5156 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV : 1 Bth F3H: /1 / Stories: 1 BIdgSF: 530 Parcel # : 537920 0151 05 Sale Date Sale Price Asd. V : $179,000 Q:NWS:26 T:23N Ac: 1.11 YB:1950 Ph: R : 04E : Donlin Terry : 16640 51St Ave S Seatac 98188 : 5156 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / Stories: 1 Parcel # : 537920 0151 05 Sale Date Sale Price • Asd. V : $179,000 Q :NWS : 26 T : 23N BIdgSF: 1,210 Ac: 1.11 YB:1952 Ph: R : 04E : Donlin Terry E /Darlene J : 16644 51St Ave S Seatac 98188 : 5156 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / Stories: 1 Parcel # : 537920 0153 03 Sale Date : 07/08/1992 Sale Price : $48,000 Full Asd. V : $103,000 Q :NWS :26 T:23N BIdgSF: 1,440 Ac: .29 YB:1948 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. R : 04E MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Donlin Terry : 5156 S 168Th St Seattle 98188 : 5156 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 -14 MCMICKEN HEIGHTS : 2 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0154 02 Sale Date Sale Price Asd. V : $290,000 Q :NWS : 26 T : 23N B1dgSF:3,760 Ac:.59 YB:1983 Ph: R : 04E : Stewart Christopher B : 16710 51St Ave S Seattle 98188 : 16710 51St Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0155 01 Sale Date : 10/12/1989 Sale Price : $117,497 Asd. V : $151,000 Q :NWS : 26. T: 23N R : 04E BIdgSF: 2,570 Ac:.18 YB:1986 Ph: : Nguyen Trung Thanh;Luu Long : 16714 51St Ave S Seatac 98188 : 16714 51St Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 13 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1/ 1 / 1 Stories: 2 Parcel # : 537920 0156 00 Sale Date : 12/18/1998 Sale Price : $1 81,700 Full Asd. V : $155,000 Q :NWS:26 T:23N BIdgSF: 1,780 Ac: .23 YB:1986 Ph: R : 04E : Soule James T;Mccarty Robin G : 1 6660 51St Ave S Seattle 98188 : 16660 51St Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1 / / Stories: 1 Parcel # : 537920 0161 03 Sale Date : 01/15/1999 Sale Price : $159,900 Full Asd. V : $124,000 Q :NWS : 26 T : 23N BIdgSF: 1,980 Ac: .38 YB:1947 Ph: R : 04E : Rodriguez Rudy Jr : 5140 S 168Th St Seatac 98188 : PO Box 47092 Seattle Wa 98146 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0162 02 Sale Date : 08/23/1996 Sale Price : $145,000 Full Asd. V : $145,000 Q :NWS :26 T:23N BIdgSF: 2,100 Ac: .29 YB:1953 Ph: R : 04E : Gov Tea H & Eng You Ir : 5128 S 168Th St Seatac 98188 : 5128 S 168Th St Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 2 Bth F3H: 1 / / Stories: 1 BIdgSF: 860 Parcel # : 537920 0163 01 Sale Date : 04/03/1990 Sale Price : $80,000 Asd. V : $116,000 Q :NWS : 26 T: 23N R : 04E Ac: .29 YB:1951 Ph: 206- 244 -8524 : Joseph Marty L : 5160 S 168Th St Seatac 98188 : Federal Station Seamans Unit Seattle Wa 98174 :003 Res,Duplex : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1/ 1 / 1 Stories: 1 BIdgSF: 2,240 Parcel # : 537920 0164 00 Sale Date : 11/03/1997 Sale Price : $137,000 Full Asd. V : $154,000 Q :NWS :26 T:23N Ac: .33 YB:1978 Ph: R : 04E : Sipe Dana S : 5134 S 168Th St Seattle 98188 : 5134 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / Stories: 2 Parcel # : 537920 0165 09 Sale Date : 07/12/2000 Sale Price . Asd. V : $139,000 Q :NWS : 26 T : 23N B1dgSF: 1,650 Ac: .29 YB:1952 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. R : 04E MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Weems Charles J & Beatrice C : 5150 S 168Th St Seatac 98188 : 5150 S 168Th St Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 537920 0166 08 Sale Date : 12/30/1988 Sale Price : $89,497 Asd. V : $150,000 Q :NWS :26 T : 23N R : 04E B1dgSF: 2,260 Ac: .29 YB:1955 Ph: 206-246-9553 : Vigna Robert J & Norma M : 51 16 S 168Th St Seattle 98188 : 5 1 1 6 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 14 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / 1 Stories: 1 Parcel # Sale Date Sale Price Asd. V : 537920 0167 07 : 08/05/1985 : $71,500 : $138,000 Q :NWS : 26 T : 23N R : 04E BIdgSF:1,470 Ac: .23 YB:1959 Ph: 206-439-8343 : Heath Sylvai A : 16659 53Rd Ave S Seattle 98188 : 16659 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 15 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 / / Stories: 1 Parcel # Sale Date Sale Price Asd. V : 537920 0175 07 : $1 19,000 Q :NWS : 26 T : 23N R : 04E BIdgSF:1,200 Ac: .37 YB:1956 Ph: 206-242-0478 : Mah John J & Helen T : 5310 S 166Th St Seattle 98188 : 5310 S 166Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 18 MC MICKEN HEIGHTS DIV : 4 Bth F3H: 1 /1 / Stories: 1 Parcel # : 537920 0184 06 Sale Date : 05/10/1996 Sale Price Asd.V : $137,300 Q :NWS :26 T : 23N R : 04E BIdgSF:2,430 Ac:.31 YB:1979 Ph:206- 244 -9966 : Morgan David & Nadine : 5190 S 166Th St Seattle 98188 : 5190 S 166Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 10 & MCMICKEN HEIGHTS : 4 Bth F3H: 2 /1 / Stories: 1 Parcel # Sale Date Sale Price Asd.V : 537920 0185 05 : $251,000 Q :NWS : 26 T : 23N R : 04E B1dgSF: 3,410 Ac: 1.76 YB:1978 Ph: 206-243-0900 : Tillery Brenda C : 16461 54Th Ave S Seatac 98188 : 16461 54Th Ave S Seatac Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 18 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 /2 / Stories: 1 Parcel # : 537920 0186 04 Sale Date : 12/16/1999 Sale Price : $189,000 Asd.V : $177,000 Q :NWS :26 T:23N B1dgSF: 2,130 Ac:.23 YB:1965 Ph: R : 04E : Ojurovich Joseph : 5166 S 166Th St Seattle 98188 : 5166 S 166Th St Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 18 MC MICKEN HEIGHTS DIV : 2 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 537920 0187 03 Sale Date Sale Price . Asd. V : $102,000 Q :NWS 26 T: 23N R : 04E B1dgSF: 2,160 Ac: .25 YB:1943 Ph: 206-243-2913 Owner Site Mail Use Lgl Bedrm : Shaw Don E : 16449 54Th Ave S Seattle 98188 : 16449 54Th Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 19 MC MICKEN HEIGHTS DIV : 3 Bth F3H: 1 /1 / Stories: 1 Parcel # Sale Date Sale Price Asd.V : 537920 0189 01 : 11/04/1988 : $170,000 Q :NWS :26 T:23N R :04E BIdgSF: 2,800 Ac: .30 YB:1938 Ph: 206-248-1272 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Redley Enterprises Inc : 16500 S Center Pkwy Tukwila 98188 : 13635 Bel Red Rd Bellevue Wa 98005 : 171 Pub,Restaurant,Fast Food : BLK 3 LOT 7 -8 -9 MC MICKEN HEIGHTS Bth F3H: / / Stories: 1 Parcel # : 537920 0282 07 Sale Date : 04/21/1993 Sale Price Asd. V : $1,145,000 Q :NWS :26 T : 23N R : 04E BIdgSF:4,312 Ac: 1.33 YB:1978 Ph:206- 223 -1093 : Sizzling Platter Of Wash : 16615 S Center Pkwy Tukwila 98188 : 348 E 6400 S #200 Murray Ut 84107 :183 Pub,Restaurant,Lounge : BLK 3 LOT 9 & 10 MC MICKEN HEIGHTS Bth F3H: / / Stories: 1 Parcel # Sale Date Sale Price Asd. V : 537920 0300 05 :04/21/1993 : $801,100 Q :NWS : 26 T : 23N BIdgSF:4,945 Ac: 1.10 YB:1978 Ph: R :04E : Skarbo Peter R : 16705 S Center Pkwy Tukwila 98188 : 16705 S Center Pkwy Seattle Wa 98188 : 101 Com,Retail Store : BLK 3 LOT 10 -11 MC MICKEN HEIGHTS Bth F3H: / / Stories: 2 Parcel # Sale Date Sale Price Asd. V : 537920 0310 : 10/24/1997 : $1,442,500 Q :NWS : 26 T : 23N R : 04E BIdgSF: 23,422 Ac: .84 YB:1978 Ph: 206 -575 -0726 03 : Puget Sound Energy /Elec : 16715 S Center Pkwy Tukwila 98188 : PO Box 90868 Bellevue Wa 98009 : 266 Ind,Utility,Public : BLK 3 LOT 11 -12 MC MICKEN HEIGHTS Bth F3H: / / Stories: BIdgSF: Parcel # : 537920 0315 08 Sale Date Sale Price Asd. V Q :NWS : 26 T : 23N Ac: 1.67 YB: Ph: R : 04E : Lim Winifred W & Fannie : 16453 53Rd P1 S Seattle 98188 : 16453 53Rd P1 S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 8 SILVERVIEW : 3 Bth F3H: 2 / /1 Stories: 2 Parcel # : 779640 0080 08 Sale Date : 01/27/1989 Sale Price : $192,000 Asd. V : $263,000 Q :NWS :26 T: 23N R : 04E BIdgSF:2,320 Ac:.22 YB:1989 Ph:206- 244 -0126 : Anderson John L;Canada Signa M : 16455 53Rd P1 S Tukwila 98188 : 16456 53Rd PI S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 9 SILVERVIEW : 3 Bth F3H: 2 / / I Stories: 2 Parcel # : 779640 0090 06 Sale Date : 07/31/1996 Sale Price : $310,000 Full Asd. V : $305,000 Q:NWS:26 T:23N BIdgSF: 3,150 Ac:.26 YB:1989 Ph: R : 04E : Jones Paul L;Preite Gina M : 16452 53Rd P1 S Tukwila 98188 : 16452 53Rd PI S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 10 SILVERVIEW : 3 Bth F3H: 2 / /1 Stories: 2 Parcel # : 779640 0100 04 Sale Date : 04/30/1996 Sale Price : $255,000 Asd. V : $288,000 Q :NWS : 26 T : 23N BIdgSF:2,750 Ac:.22 YB:1989 Ph: R :04E Owner Site Mail Use Lgl Bedrm : Desimone Steven M /Bobbie Lynn : 16448 53Rd PI S Tukwila 98188 : 16448 53Rd PI S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 11 SILVERVIEW : 3 Bth F3H: 2 / / 1 Stories: 2 Parcel # : 779640 0110 02 Sale Date : 02/26/1999 Sale Price : $290,000 Full Asd.V : $275,000 Q :NWS :26 T: 23N R : 04E B1dgSF: 2,400 Ac: .29 YB:1988 Ph: 206 -243 -3560 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Otivner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Arthur Jim;Northrop Liz : 16444 53Rd PI S Seattle 98188 : 16444 53Rd PI S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 12 SILVERVIEW : 4 Bth F3H: 2 / /1 Stories: 2 Parcel # : 779640 0120 00 Sale Date : 12/28/1999 Sale Price : $310,000 AsdV : $264,000 Q :NWS : 26 T : 23N BIdgSF: 2,420 Ac: .24 YB:1988 Ph: R :04E : Barghausen Thomas A : *No Site Address* Tukwila : 18215 72Nd Ave S Kent Wa 98032 :300 Vacant,Residential : LOT 13 SILVERVIEW TGW UND INT IN Bth F3H: / / Stories: B1dgSF: Parcel # : 779640 0130 08 Sale Date : 01/17/1995 Sale Price Asd V : $81,000 Q :NWS :26 T:23N R : 04E Ac: .25 YB: Ph: 425- 251 -6222 : Barghausen Thomas A & Lee Saundr : 16440 53Rd PI S Tukwila 98188 : 18215 72Nd Ave S Kent Wa 98032 : 002 Res,Single Family Residence : LOT 14 SILVERVIEW : 3 Bth F3H: 3 / /1 Stories: 2 Parcel # : 779640 0140 06 Sale Date : 08/30/1988 Sale Price : $21,601 Asd. V : $471,000 Q :NWS :26 T: 23N R : 04E B1dgSF:4,320 Ac:.28 YB:1989 Ph:425- 251 -6222 : Price Sharon : 16432 53Rd PI S Tukwila 98188 : 16432 53Rd PI S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 15 SILVERVIEW TGW UND INT IN : 3 Bth F3H: 2 / / 1 Stories: 1 Parcel # : 779640 0150 03 Sale Date : 01/16/1998 Sale Price : $225,000 Asd. V : $246,000 Q :NWS 26 T : 23N R : 04E BIdgSF:3,570 Ac:.30 YB:1989 Ph: : Miller John F;Nadine K : 5125 S 168Th St Seattle 98188 : 5125 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 1 SUNRISE VIEW UNREC LESS W : 3 Bth F3H: 1 / / Stories: 1 Parcel # : 812520 0010 07 Sale Date : 03/20/1992 Sale Price Asd. V : $129,000 Q :SW S : 26 T: 23N R : 04E B1dgSF:1,920 Ac: .20 YB:1956 Ph: 206-242-8565 : Stright Herbert H : 5157 S 168Th St Seattle 98188 : 5157 S 168Th St Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 2 SUNRISE VIEW UNREC LOT 2 OF : 4 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 812520 0020 05 Sale Date : 12/20/1993 Sale Price Asd. V : $195,000 Q :SW S : 26 T: 23N B1dgSF:3,280 Ac:.38 YB:1957 Ph: R : 04E : Puget Sound Energy /Elec : *No Site Address* Tukwila : PO Box 90868 Bellevue Wa 98009 :300 Vacant,Residential : LOT 2 SUNRISE VIEW UNREC W 160 FT Bth F3H: / / Stories: BIdgSF: Parcel # : 812520 0021 04 Sale Date Sale Price Asd V • Q :SW S : 26 T: 23N Ac: .35 YB: Ph: R : 04E : Ellison Raymond 0/Lillian E : 16807 53Rd Ave S Tukwila 98188 : 16807 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 2 SUNRISE VIEW UNREC LOT 1 OF : 2 Bth F3H: 2 / /1 Stories: 1 Parcel # : 812520 0025 00 Sale Date : 07/10/1991 Sale Price : $65,000 Full Asd. V : $251,000 Q :SW S 26 T : 23N R : 04E B1dgSF:2,970 Ac: .22 YB:1993 Ph: 206-242-7013 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Fincher -Boyd Winnie R : 16813 53Rd Ave S Seattle 98188 : 16813 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 3 SUNRISE VIEW UNREC LOT 1 OF : 3 Bth F3H: 1 / / Stories: 1 Parcel # : 812520 0030 03 Sale Date : 06/10/1997 Sale Price Asd. V : $159,000 Q :SWS : 26 T : 23N R : 04E BIdgSF: 2,100 Ac: .23 YB:1948 Ph: 206 - 244 -3731 : Ohlstrom Mark A & Catherine : 16819 53Rd Ave S Seattle 98188 : 16819 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 3 SUNRISE VIEW UNREC LOT 2 OF : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 812520 0032 01 Sale Date : 03/28/1984 Sale Price : 579,250 Asd. V : $149,000 Q :SWS : 26 T: 23N R : 04E BIdgSF: 2,240 Ac: .28 YB:1983 Ph: 206-244-0837 : Chin Gilbert W : 16804 53Rd Ave S Tukwila 98188 : 16804 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : LOT 28 SUNRISE VIEW UNREC LESS ST : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # 812520 0280 00 Sale Date : 12/08/1999 Sale Price : $270,000 Full Asd.V : $185,000 Q :SWS : 26 T: 23N BIdgSF: 2,690 Ac:.56 YB:1966 Ph: R : 04E : Taylor Becky Jo : 16816 53Rd Ave S Seattle 98188 : 16816 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 29 SUNRISE VIEW UNREC LESS ST : 4 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 812520 0290 08 Sale Date : 06/17/1996 Sale Price : $175,000 Full Asd. V : $185,000 Q :SWS : 26 T : 23N BIdgSF: 2,360 Ac:.37 YB:1956 Ph: R : 04E : Taylor Becky Jo : 16816 53Rd Ave S Seattle 98188 : 16816 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : LOT 29 SUNRISE VIEW UNREC LESS ST : 1 Bth F3H: 1 / / Stories: 1 BIdgSF: 410 Parcel # : 812520 0290 08 Sale Date : 06/17/1996 Sale Price :$175,000 Fu11 Asd. V : $185,000 Q :SWS : 26 T : 23N Ac:.37 YB:1955 Ph: R : 04E : Bauch Ed : 16603 53Rd Ave S Tukwila 98188 : 16603 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 1 VALLEY VIEW HOMES ADD : 3 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 885880 0005 04 Sale Date Sale Price Asd. V : $176,000 Q :NWS : 26 T : 23N R : 04E BIdgSF: 2,150 Ac:.29 YB:1958 Ph:206- 243 -0774 : Heppenstall Mildred R : 16615 53Rd Ave S Seattle 98188 : 16615 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 2 VALLEY VIEW HOMES ADD : 4 Bth F3H: 1 /1 / Stories: 1 Parcel # : 885880 0010 07 Sale Date : 07/02/1997 Sale Price . Asd V : $170,000 Q :NWS : 26 T: 23N R : 04E B1dgSF:2,220 Ac: .28 YB:1958 Ph: 206-244-1151 : Farrell Dorothy E : 16625 53Rd Ave S Seattle 98188 : 16625 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 3 VALLEY VIEW HOMES ADD : 3 Bth F3H: 1 /1 / Stories: 1 Parcel # Sale Date Sale Price Asd. V : 885880 0015 02 : $13 1,700 Q :NWS :26 T : 23N R : 04E BIdgSF: 1,470 Ac: .28 YB:1961 Ph: 206-243-9753 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Kerr F Murdena : 16629 53Rd Ave S Seattle 98188 : 16629 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 4 VALLEY VIEW HOMES ADD : 4 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 885880 0020 05 Sale Date : 12/10/1997 Sale Price Asd. V : $165,000 Q :NWS : 26 T : 23N R : 04E BIdgSF: 2,700 Ac:.28 YB:1959 Ph:206- 242 -3140 : Chumlea Mrs Leland : 16635 53Rd Ave S Seattle 98188 : 16635 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 5 VALLEY VIEW HOMES ADD : 3 Bth F3H: 1 / 1 / Stories: 1 Parcel # : 885880 0025 00 Sale Date Sale Price Asd. V :8169,000 Q :NWS :26 T:23N R :04E BIdgSF: 3,040 Ac: .28 YB:1959 Ph: 206 -243 -9772 : Akre Forrest J : 16645 53Rd Ave S Seattle 98188 : 16645 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 6 VALLEY VIEW HOMES ADD : 3 Bth F3H: 2 / 1 / Stories: 1 Parcel # Sale Date Sale Price Asd. V : 885880 0030 03 : $198,000 Q :NWS :26 T : 23N R : 04E BIdgSF: 2,570 Ac: .28 YB:1978 Ph: 206 -243 -2489 : Fry Victoria W : 16655 53Rd Ave S Seattle 98188 : 16655 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 1 LOT 7 VALLEY VIEW HOMES ADD : 4 Bth F3H: 1 /2 / Stories: 1 Parcel # : 885880 0035 08 Sale Date : 05/16/1996 Sale Price Asd.V : $194,000 Q :NWS : 26 T : 23N R : 04E BIdgSF: 3,540 Ac: .30 YB:1959 Ph: 206 -243 -6997 : Not Available From County : 16604 53Rd Ave S Seattle 98188 : 16604 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 1 VALLEY VIEW HOMES ADD : 5 Bth F3H: 2 / / Stories: 1 BIdgSF: 2,540 Parcel # : 885880 0040 01 Sale Date : 12/03/1982 Sale Price Asd. V : $168,000 Q :NWS : 26 T: 23N Ac:.41 YB:1958 Ph: R : 04E : Not Available From County : 16612 53Rd Ave S Tukwila 98188 : 738 Fall Creek Dr Huffman Tx 77336 : 002 Res,Single Family Residence : BLK 2 LOT 2 VALLEY VIEW HOMES ADD : 4 Bth F3H: 2 / / Stories: 1 Parcel # Sale Date Sale Price Asd V : 885880 0045 06 : 12/03/1982 : $171,000 Q:NWS:26 T:23N BIdgSF: 2,720 Ac: .40 YB:1960 Ph: R : 04E : Chin Wally L : 16628 53Rd Ave S Tukwila 98188 : 16628 53Rd Ave S Tukwila Wa 98188 :300 Vacant,Residential : BLK 2 LOT 3 VALLEY VIEW HOMES ADD Bth F3H: / / Stories: BIdgSF: Parcel # : 885880 0050 08 Sale Date : 05/05/2000 Sale Price : $272,000 Full Asd. V : $63,000 Q :NWS : 26 T : 23N Ac: .40 YB: Ph: R : 04E : Chin Wally L : 16628 53Rd Ave S Tukwila 98188 : 16628 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 4 VALLEY VIEW HOMES ADD : 4 Bth F3H: 1 / 1 / Stories: I Parcel # : 885880 0055 03 Sale Date : 05/05/2000 Sale Price : $272,000 Full Asd. V : $155,000 Q :NWS : 26 T : 23N R : 04E BIdgSF: 2,240 Ac: .40 YB:1956 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. MetroScan /King (WA) Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm Owner Site Mail Use Lgl Bedrm : Not Available From County : 16634 53Rd Ave S Seattle 98188 : 16634 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 5 VALLEY VIEW HOMES ADD : 2 Bth F3H: 1 / / 1 Stories: 1 Parcel # : 885880 0060 06 Sale Date : 12/03/1982 Sale Price Asd. V : $183,000 Q.: NW S : 26 T: 23N BIdgSF:3,860 Ac:.40 YB:1959 Ph: R : 04E : Voiland Steven T /Lydia A D : 16642 53Rd Ave S Tukwila 98188 : 16642 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 6 VALLEY VIEW HOMES ADD : 4 Bth F3H: 1 / 1 / Stories: 1 BIdgSF: 2,980 Parcel # : 885880 0065 01 Sale Date : 12/22/1995 Sale Price : $130,000 Full Asd. V : $170,000 Q :NWS 26 T:23N R :04E Ac:.40 YB:1957 Ph: : Not Available From County : 16650 53Rd Ave S Seattle 98188 : 16650 53Rd Ave S Seattle Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 7 VALLEY VIEW HOMES ADD : 3 Bth F3H: 1 / / 1 Stories: 1 Parcel # Sale Date Sale Price : 885880 0070 04 :12/03/1982 Asd. V : $155,200 Q:NWS:26 T:23N BIdgSF: 3,020 Ac: .40 YB:1957 Ph: R : 04E : Davis Rena : 16660 53Rd Ave S Tukwila 98188 : 16660 53Rd Ave S Tukwila Wa 98188 : 002 Res,Single Family Residence : BLK 2 LOT 8 VALLEY VIEW HOMES ADD : 3 Bth F3H: 1 /2 / Stories: 1 Parcel # : 885880 0075 09 Sale Date : 11/08/1991 Sale Price Asd. V : $223,000 Q : NW S 26 T : 23N R : 04E BIdgSF: 3,710 Ac: .56 YB:1963 Ph: 206-242-8790 The Information Provided Is Deemed Reliable, But Is Not Guaranteed. L � 30 39 ' .3B a7 •86 $ 2.i J a 7- _.',M0577 0 0 4071 K. Sop •T77` ��,9.1.E \&ileva 3$9$41$ POI.; P= I.2 I Pal.1 bC k 9 I A , . 4 ' 42 70 0 1060 /7 } b 167• /00 37 4 4770 $N 476130 R 476/ 1480 4.0 9 rStaL �5 196 • 1 (1 4100 4.1° 3 40 �j�YdJJ /'AO,-eY Jr / 01471 1S 7 11$9 k) .7549.0019 a w 4112 4/19 e 4.ZL 0e 12 55 4 4/3/ -- :V T I41110 4 /0 4130 2e 0 40 a! 4150 as 72 69 ✓ 30 J a a y 0� D�D ' te 4104,4040 00 l 50 00 /ee 71 7 26 1 ae 85 4 341 q LOT 3 ; I s 4717 `o 19Th R "mss__, o�s°I $ 00. *414 te LOT 2 k>-s � 041 wM - -2°1 m; 54 -3 rse `, 4750 4 LOT 1• ti0 &4'0 1710 e'Y4 -"100 4 4170 400 /o 65, .3f 30 M•I s ./tN .410 • .47 , 9 1e M_ 1 - .T4yy4 I a 4490 {}495 9,46 , 4s/0) i /L 46d 751 .6 I /a S ,. 4s 1i. .. Oe 75 75 S. 17.0 T11. S T. 470 4710 4575 4; I jO I /1 64 r 6o,; 14° e5' r N 1 1 I op 00 I a l a I Je 29I 7° sa s, 0a" 1d !67 1 45 $IRol vss n) �7 111 • 671' 1"ici 7azo I°S 76L1 I1' '°'`= 6. 9 1117 I IT I ✓11117 R 1 I. 7 8 Ir^ I I I 1 1 e 1 I 4 1 I I n 4 I N .. I F. 1 4f 545 I, JIe3 I d47S .0-490 f'S" 3320 I 4$510 I ff4p I SSSJ 1 5560 1 , ,f 1 . � I ; _ I ss7o 1 r 4491 '.. gs9f� .560 o~ 6614 56=4 le I I I I 1 i I I I ., I 1 .e. i6•ss .I 4e 011 4556 rkf f 25 4 TI s7- 27 7 4 I I ! ` 4300 a� ,44 ' • 3.41.51` uses Id 4201 60 4o Joe 4140 I 41651 4/70 QS I as ss I :, LOT 8 42911 & w 4190 a Lois 1, �gs t4 Rh' • 04194 4/97 0 _4/93- 04j90 11 Ys "5.76 ie• loon 34.96 4 78 / af•>K I 1101 ' ,akiaf 25 I .• 0 L4 .$ 9 I oe o �� ..w�3 . *0 v1 13 4620 °v.3 D / .a 4490 .10016417.sx tot 4631 ti IA 33T $NI e 1 4331 r 0 n0 , 020 I 17 7' 4 I /9 =r♦ 6f• a: =4 N p & 172 -AD ET. \0 NA 11 M 1 w �WY a01 915 ^drat w C 462560$ ti 110 /. 7}� !04 ill • 1'F &S �e4° Mrs�rily °r �a oh •'• ;.3^ ✓r 4�0 $ 4630 BIZ 0°1 t S 61� y y 4626 IODI ,W4a !. MI% 117 w ir9.9>Jee.}3/.991 ♦ 11049 4540 PO sir 1 LOT9 ,.L2 1� . ea tie 1 0439 I o ,1A,7 p AV p e• s7 NI 0 4.01 D, ' LOT '' LO • a. 1' $ 4 I 140 :9014 cs L t ero LL .'S 1/ e9 : i1 i :: . *es 9 e 46/5 v 3717 4643 3. 1 6s 4 As 03 S we .. re stet 4 5047 .5 =/7• 5. ES 7S -/-6,6 9769 •oI I - 880322018 w Di 1 7. �f, Es, a` p 174555 bpi a • 54/0 aee 00 /4404 LOT h, - • 1.4s 3 .el041.4e! . Q r I1.07sA`° �q O -3;13 p 74967 fe 701 w°7444 441440-e3. ea./ 055 ' S46 e 1.6470 1 1 I I I,s17o f400 Of I 55/0 SS75 I 13e 8. p2 I 1 ss25 5350 5565 SS 75, 5570 I 07•1 Slos r 0t 7e 70NA -311'0 Z b 1 . 2 3 M ` N 4 1 ONN5. S 1 ‘ .005 30 90 9e -. 000 00 6/55 A/ 9/96-450 4 5 5 172$$0 PL. . 4 3/36400 A /ice 040 • - 7770.75 --- 3020 0025 • 309••49 01 4 -rte 0030 re 7 IS .7035 $91.1 4,4 T_,_., / "6a , 6 1 � 147.551 ✓5`14 ,flea 2 • 1 :• , e°9fdf s ilAres -i - 4: bl; Lora 1466 9 10 0040 0045 0050- • //O. 41 0 bS 00.004 66 f6 /O 6S 3454 .al 1070. .331 NC? 44'b600 / .7 \ CJ 3 vol_ 4 3' 19 1 • '4I �'7 L 6 13 M !N a ! 0065 14 0070 3 6Jj 0060 LA RifeEIVCD OCT 2 6 2000 PERMIT CENTER 6r 6 y07 t� s i Is !6 W 0075 • 009 h � 0 w �' - -7f 0071 T4) .5 se S• SHORT PLA TUKWILA, N T NO. 1.2000,074 ASHINGTON PERMIT CENTER LOT 2 IriNese o Mss 3-03 7 LOT 3 NC SLAI Y LOT 4 LOT 5 1 CURB CEDAR HEDGE VALLEY VIEW HOMES BLOCK 2 LOT 2 S' ORANAOE Ev17 AS OEISNEA = 011 FACE OF PLAT RECORDING NO. VOL/PAGE SCALE t INCH - 30 ET 10000■ 1 1 0 15' 30' PORTION OF _31_1/4 of 111_1 /4, S..fl_ T. __4__N., R._4_E.,W.M. naer 130.20 / LOT 5 VALLEY VIEW HOMES BLOCK 2 S 168TH ST (VACATED) N 10' SAN. SERER BUT K 0203000403 IS' PIOVAt ORANADE EASEMENT LOT 10 LLl U LOT 11 5 SERER 0 SANITARY . EASEMENT 4190203090404 SCALE: 1'.30 FEET 0 15 .30 60 INSTRUMENTATION 0451.9480 US1ID 5 SECOND TOTAL SLOW FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS MINIMUM CLOSURE OF LOOPS WAS 1:22.0045 N ACCUROANCE MIN WIC 331 - ISO -09O LEGEND ® MONUMENT FOUND TYPE AS 1101E0 o FOUND MBAR • 61 SET REHAB N10 CAP LS 111332 o IRON PIPE 1D 1190 HYDRANT • CHERRY TREE • APPLE 1REE ® MAPLE TREE • FIR 1REE RFFFRF 4( S AS RECORDED M MINE 5e OF PLATS AT PACE 01. BASIS OF B f,ARINQ REST LINE OF 111E NOR195E5T WARM; OF SEC. 20.12311.0410 RENO S worm' W 64 000 i 011 520 3 1 BR DIHf SET N CONC. IN CASE DARN NADe.1 0E3 - 241.00 SHORT PLAT FOR . WALLY CHIN 737- 12TPJwRi.V 0-04-0 154535 44 EST Bairns & Holmberg Inc. 0 0 0 1 1 0 0 R 0 9 3 0 9 7 1 7 0 9 5 too FRONT 81958? ROt1TH 1SSA00AIL ITASHINO0OR 00027 (405) 300 - 0250 OWN. BY MM DATE 3 -15 -01 CHND. BY WW1 SCALE 1' ■30' JOB 140. 733 -013 DWG NO. 733 -01350 SHEET 2 OF 2 OZW9 via f1/ra7 A112 N1109 B - SS-60.09 dS fll MIN VII? •DONI R&M y `r' ago y"C . 0 �.. 111''1.: rr •r ar /o •s ION, •r!• ar • ISSN ss •ss' u�o 4 ...... ..: ... .. /07r► 1 9S /' ;l£ i 1494. O£: ,1 >rs 46; . 101, 62 saw o 0 J• 0.1'' 1S 141 0/1 *S\ . • u.• LOW. 070 - AUNT A1177kHe9 - r1o7 a 3 107 £ £ 107 13 6101 • 4 . - KO •. • BIM ss -4.1-1B Atu. n •r.1. 4. ••• am, 66 Sf6 A 5 SOl9BN "' +'i.%?, 9 •9I P! Lift SS IJO_)_ <s AS -oar ... -'n •. H1B91 5 - S 1.11 891 'S ova+ Apo 411. 04.0 pa0 uw 10 P, Ntiv0� 111V 1000 L d•6 f0061101 86-S000 'WS dSY ASP ftf l ;I !—l� �-4 rC aN -+ /+tf a f is y o° 61 LI s1.'oss