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HomeMy WebLinkAboutPermit L04-048 - DO KEVIN - SHORT PLATDO SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13604 MACADAM RD S L04 -048 June 12, 2006 Mr. Kevin Do 10621 56 Ave S Seattle, WA 98178 ti. Cityof Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION Steven M. Mullet, Mayor RE: L04 -048: Proposed Short Plat at 13604 Macadam Road S Dear Kevin: The Short Subdivision Committee has completed review of your short plat application (L04 -048), and determined that it complies with all applicable City code requirements. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are four basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions are imposed to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. KD Q.\Short PlatsUA4- 048Prelim approval.doc PRELIMINARY APPROVAL CONDITIONS Addendum No. 1 of the Geotechnical Engineering Study by Liu & Associates, Inc., dated July 5, 2005 recommends retention trenches. These trenches along with dispersal over well - vegetated areas, as recommended by the Geotechnical Report, will eliminate the need to tie into the off -site conveyance system. The on -site storm drainage system(s) may be designed and constructed under the Building Permits. APPEALS Page 1 of 4 05/31/2006 4:41:00 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Mr. Kevin Do Short Plat L04 -048 N June 1, 2006 This short plat approval decision may be appealed to the Hearing Examiner. In order to appeal the decision, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (June 12, 2006). The requirements for such appeals are set forth in Tukwila Municipal Code Chapter 18.116. If no valid appeals are filed within the time limit, the decision of the Department will be final. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. All notices of appeal shall be submitted along with an appeal fee pursuant to the fee schedule, which is $100 for a Type 2 decision in the Low Density Residential district. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Chapter 36.70C. 2. Public Works Permit Following Preliminary Short Plat Approval, you must apply for and obtain a Public Works permit to construct the infrastructure to support development of 3 additional homes on the site. Prior to Final Short Plat the following comments need to be addressed for Public Works: Please contact Dave McPherson at 206 - 433 -0179, if you have any questions. 1. The new Fire Hydrant, located across the street from the new Lot 3, shall be installed prior to Final Short Plat approval and have a flow rate of 1,000 GPM. 2. The new sanitary sewer line with stubs to each lot, shall be installed prior to Final Short Plat approval. Contact Val -Vue Sewer District for design approval and installation standards. 3. Consider relocating new sanitary sewer line out of the existing asphalt in S. 136 Street. If asphalt is disturbed by sanitary sewer installation, then will be required to provide a street overlay. 4. If new sanitary sewer line is to be within private property, then provide a Sanitary Sewer Easement. KD Q:\Short Plats \L04 -048Prelim approval.doc Page 2 of 4 06/01/2006 Mr. Kevin Do Short Plat L04 -048 June 1, 2006 5. Right -of -Way shall be dedicated to the City, at the NW corner of (new Lot 1) parcel no. 152304- 9047. Existing Public Street is within private property. Provide legal description of area to be dedicated. 6. Revise sheet 1 of 3, as applicable. Verify existing and new legal descriptions. Descriptions do not match property lines shown on sheet 2 of 3. New legal description for Lot 1, assumes no dedication of public right -of -way. 7. Dedication of Public Right -of -Way is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. 3. Final Approval Once work has been completed under the Public Works permit, and final inspections have been approved, you may submit for final short plat approval. Please provide the materials specified in TMC 17.12.030 (see attached) including the survey signed by the surveyor, before and after legal descriptions, as -built plans for all new roads and utilities, signature lines signed and notarized by the property owner, etc. The recording numbers for the Easement and Maintenance Agreement must be on the plat. Please make sure the documents meet the King County Recorder's requirements, particularly the required margins. DO NOT FOLD THE FINAL SHORT PLAT SHEETS. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting the final short plat. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, per TMC 17.12.030 B., the Chair of the Short Subdivision Committee will sign your short plat, which constitutes a grant of final approval. 4. Recording The signature of the Chairman of the Short Subdivision Committee on the final short plat documents certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. See the Recording Procedures handout. Do not fold the documents as this damages the print and may require that you reprint the short plat and obtain all the approval signatures again. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building KD Page 3 of 4 06/01 /2006 Q:\Short Plats \L04- 048Prelim approval.doc Mr. Kevin Do Short Plat L04 -048 June 1, 2006 permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. EXPIRATION The final approved short plat must be filed with the King County Department of Records by one year from the date of this preliminary approval, June 12, 2006 or the application will expire. The City may grant a single one -year extension if requested in writing prior to the expiration date. If you have any questions, please contact Kathryn Devlin, Assistant Planner, at 206 - 433 -7166, or for questions about Public Works requirements, contact David McPherson, Development Engineer, at 206 - 431 -2448. Sincerely, Steve Lancaster Chair, Short Subdivision Committee KD Page 4 of 4 06/01/2006 Q:\Short Plats \L04- 048Prelim approvaLdoc Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 KING COUN WA E2327593 01/03/2008 14 KING COUNTY, WA _ SALE =e.ee Above this line reserved for Recorder's use STATUTORY WARRANTY DEED Page 1 of 5 0290801 64 00 PAGE001 OF 001 Grantor: HOANG DO, an individual Grantee: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): 104-048 / PW06 -151 Section/Township/Range: NE1 /4 OF THE SE1 /4, SEC. 15, T.23N., . R.4E., W.M. Assessor's Tax Parcel Number(s): 152304 -9014 Property Legal Description (abbreviated): A Portion of the NE1 /4 of the SE1 /4, Sec. 15, T.23N., R.4E., W.M., (a.k.a.) A portion of the South 128.5 feet of the North 149.5 feet of Government Lot 1, Lying East of Macadam Rd. South, and except for the East 122 feet of said Government Lot 1. THE GRANTOR, HOANG DO, an individual, for valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the parties, conveys and warrants to the CITY OF TUKWILA, a Washington municipal corporation, the real property described in Exhibit "A" and shown in "Exhibit Map' herewith attached and made a part hereof, and any after - acquired interest therein, to the same extent and purpose as if the rights granted herein had been acquired under eminent domain status of the State of Washington. It is understood and agreed that delivery of this deed is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Tukwila unless and until accepted and approved by the City Council of the City of Tukwila, and indicated by the signature of the Mayor, below. DATED THIS ' day of Accepted and Approved: GRANTOR (Ind' iduap (Signa ure //PY (Typed/Printed Name) STATE OF WASHINGTON) )ss. County of King) I certify that I know or have satisfactory evidence that u 'o is the person who appeared before me, and said In ividal acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated 0 8/a I J07 ht LL(,-C. ,4Berlf Notary Public in and or the State of Washington residing at /ut ; (c,, My appointment expires D5 - 99 - i o Page 2 of 5 7y'1 DATED this g day o 007. GRANTEE: CITY OF TUKWILA e■ l/� Mayor ATTEST: STATE OF WASHINGTON) ss. County of King) L-4 On this g day of Approved As To Form by City Attorney 2007, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared S.YE 1/EN M. M. uLLFr known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. Page 3 of 5 o f Ei rnt ? Atru F of N • - ir - Y PUBLIC in and for the S - e of Washington, residing at ('.Lt,f.th 1 I0 (EXHIBIT "Al THAT PORTION OF GOVERNMENT LOT 1, IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 15; THENCE SOUTH 01'34'27" WEST, ALONG THE EAST LINE OF SAID SECTION 15, A DISTANCE OF 21.00 FEET TO THE SOUTH LINE OF TRACT 12 OF THE PLAT OF FOSTORIA GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 8813'52" WEST, ALONG SAID SOUTH UNE, A DISTANCE OF 1187.72 FEET TO A POINT 391.22 FEET WEST OF THE WEST UNE OF THE STEPHEN FOSTER DONATION LAND CLAIM NO. 38, AND THE POINT OF BEGINNING; THENCE SOUTH 05'06'21" WEST, A DISTANCE OF 10.02 FEET; THENCE SOUTH 40'37'15" WEST A DISTANCE OF 11.11 FEET TO A POINT ON THE EAST MARGIN OF MACADAM ROAD SOUTH; THENCE NORTH 10 11 '39" WEST, ALONG SAID MARGIN, A DISTANCE OF 19.00 FEET TO A POINT ON THE SOUTH LINE OF SAID FOSTORIA GARDEN TRACTS; THENCE SOUTH 88'33'52" EAST, ALONG THE SOUTH LINE OF SAID PLAT, A DISTANCE OF 11.49 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. J08 NO.:2003 -106 OWEN B. HILLE, PLS PLS NO. 40016 Page 4 of 5 DATE:5/1/2007 SHEET: 1 OF 2 SCALE Iwo' S.W. COR. TRACT 12 FOSTORIA GARDEN TRACTS (POINT OF BEGINNING) 1 ,JOB NO.:2003 -106 (EXHIBIT MAP) E. 1 4 COR. SEC. 15 T23N., R4E., W.M. (POINT OF COMMENCING) c N. LINE, S.E. 1/4, SEC. 15, T23N., R4E., W.M. S87'47 557 SOUTH 136TH STREET S Lk, C.C. LEWLS DON4TION LAND CLAIM, & TRACT 1a FOSTORIA GARDEN TRACTS DATE: 5 /1 /2007 N . OWEN B. HILLE, PLS PLS NO. 40016 Page S of 5 588 3? 52 g1 _ — 1187.72' -- ' S05'062171 391.22' v �� 796.50' - _,, .Z 10.02' S.E COR., CC LEI1S J ' ' ' �. DONA110N LAND CM I o ci, > 1 , I ik. ie ,,, ..,i 2' _ I i 1 SHEET: 2 OF 2 C Department of CVE'nUe EXCISE TAX AFFIDAVIT t '"` ' '" sf0. 1r"` REAL ESTATE EX This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW - CHAPTER 458 WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) Cheek box ifpa sale of property If multiple owners, list percentage of ownership next to name. Name Mailing Address 10421 544 Awe. $wfl4 cit SSA 104 98119 Phone No. (including as 2 code) . d. - "Mb ...02.1.6 Send all property tax correspondence to: Same as B uyerKinotee Name C rry Ot= ?WW//A Mailing Address SovfNCE 8c.u: my/saw-zip UKVItLA 1tl 9$18 PhoneNo. (including area code) ZeCp- So Mao Name C t t 60 1 LP$ eft Jt.q A Itii/1 et PA L Oa PORATIVJ Mpg Addt City/St TuK , T WA Pbene No. (meltarmg area eade) 20ai - 41.f -MAD_ 8188 List all teal and personal property tax parcel account numbers - check box if al property I52a4 —° 9014 n (p Poititop of) n n List assessed value(:) Street address of property: This property is located in Select Location C 1 TY of 'fWWW 1 (A ❑ Meek box If any of the listed parcels are being segrepted from a larger pared. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the affidavit) LEGAL PEsCCirmN 15 Atfj4Ckab HERETO /4l4) MADE • PART ke elm (Sommer A') AS bLp:d. ON ('')(k i$rr MAP J ). Enter Abstract Use Categories (See back of last last pagee instructions) Is this property exempt from property tax per chapter 84.36 RCW (nonprofit organization)? Seller's Exempt Reg. No • 1s d» sprapettydtsigu tedasbratlardr:chapter8433RCW? kdinpaepenydassifieda carat use (open space, farm and agriadhaal, or timber) land per chapter 8434? b this property tin mg special valuation as historical property per chepta8426RCW? YES NO ❑ Z+J YES .,NO O Id ❑ 'I ❑ id Harry answers we yes, compete as hutrtscted below. (1) NOTICEOFQDNIINUANCE (FORESTLAND OR CURRENT USE) NEW OWNERS): To cootmue the auras designticn as forest land or classification as anent use (open space, farm and agriculture, or timber) land, you oust sign on (3) below. The county assessor must then determine if the bad transferred continua to qualify tad will indicate by signing below. Hdu land no longer qualifies arm do not wish a continue the disigrr t or classification, it will be removed and the compensating oradeltieaal taco will bedue ead payable by the aeX1er or tnmsferaathe time ofsaIe. (RCW 8433.140 or RCW 8434. 108). Prior to signing (3) below, you may contact you local ecsmty assessor for more info ms:ion. 77.:. e._ I 1111 E232 V93 01/03/2008 14:25 KING COUNTY, UA G =10.00 SALE $0.00 Signature of Grantor sr Gran 's en Name (print) Date & city of signing: l PAGE001 OF 001 y RTIFY ' DER i � 0 NA List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: (... WAC No. (Section/Subsection) 459- - 41 - ?" Reason for exemption Ttax EXE19r1Q'r a J • ElY41 N'f .1)0 17 STp -fu' TRY kr, 4 Seal> I I!'7 Type of Document Date of Document Gross Selling Price S / 0, 0 0 *Personal Property (deduct) S Exemption Claimed (deduct) S Taxable Selling Price 8 0.00 Excise Tax : State S Local S 0.00 'Delinquent Intent: State S Local S *Delinquent Penalty S Subtotal $ *State Technology Fee S 'Affidavit Processing Fee S Total Due S 1 0.0000 1 A MINIMUM OF 810.1015 DUE IN FEE(S) AND/OR TAX •SEE INSTRUCFIONS T TBE FOREGOING IS TRUE AND CO Signature of rantee or Grantee's Agent Name (print) 67EV Date & city of signing: 0. 00 5.00 1 0.00 Perjury: Papery is a class C felony which is punishable by imprisonment in the state correctional won for a maximum tam of not more dam five years, or by a fine man amount fixed by the oast of not more than five thousand dollars (85, 000.00), or by both i p:isaatunt and fine (RCW 9A.20.020 (IC)). REV 84 000Iae (a) ('0/11106) THIS SPACE - TREASURER'S USE ONLY COUNTY ASSESSOR ,JOB NO.:2003 -106 (EXHIBIT "Al THAT PORTION OF GOVERNMENT LOT 1, IN THE NORTHEAST QUARTER OF . THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANCE 4 EASE W.M., LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 15; THENCE SOUTH 01'34'27' WEST, ALONG THE EAST LINE OF SAID SECTION 15, A DISTANCE OF .21.00 FEET TO THE SOUTH LINE OF TRACT 12 OF THE PLAT OF FOSTORIA GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 88'33'52" WEST, ALONG SAID SOUTH LINE, A DISTANCE OF 1187.72 FEET TO A POINT 391.22 FEET WEST OF THE WEST LINE OF THE STEPHEN FOSTER DONATION LAND CLAIM NO. 38, AND THE POINT OF BEGINNING; THENCE SOUTH 0506'21" WEST, A DISTANCE OF 10.02 FEET; THENCE SOUTH 4(737'15" WEST A DISTANCE OF 11.11 FEET TO A POINT ON THE EAST MARGIN OF MACADAM ROAD SOUTH; THENCE NORTH 10'11'39" WEST, ALONG SAID MARGIN, A DISTANE OF 19.00 FEET TO A - POINT ON THE SOUTH LINE OF SAID FOSTORIA GARDEN TRACTS; THENCE SOUTH 88'33'52" EAST, ALONG THE SOUTH LINE OF SAID PLAT, A DISTANCE OF 11.49 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. OWEN B. MLLE, PLS PLS NO. 40016 • DATE:5 /1/2007 SHEET: 1 OF 2 1 SCALE !WO' S.W. COR 7R4CT 12 FOSTORIA GARDEN TRACTS (POINT OF BEGINNING) JOB NO.:2003 -106 EXHIBIT MAP) E. 1 4 COR. SEC 15 T23N., R4E., W.M. (POINT OF COMMENCING) — c N. LINE, S.E. 1/4, SEC. 15, T23N., R4E., W.M. — S87 '4755E SOUTH 136TH STREET S. LM, C.C. LEWIS DONATION LAND CLAIM, & TRACT 12 FOSTORL4 CARDEN TRACTS S86 33 52t 1187.72' 3 - - -- S05'06 2111 91.22' i 79650 co 4 10.02' SE CDR, CG LE1VMS 1 � DONATION LAND CLAN 1 12 , 1z 2 i ° DATE :5 /1 /2007 OWEN B. HILLE, PLS PLS NO. 40016 I I SHEET: 2 OF 2 10 11 12 13 14 15 16 17 18 19 CD 20 21 22 r- 23 24 25 KEN ELDRIDGE and MARY ELDRIDGE, husband and wife, Plaintiffs, vs. HOANG DO and HOA NGUYEN, husband and wife, Defendants/Third Party Plaintiffs, vs. DARLEEN B. COOK and JOHN DOE COOK, wife and husband, Third Party Defendants. STIPULATION. The parties have settled all of their disputes and stipulate that the following Order be entered. By: / Of-Pm SONKIN & SCHREMPP, Date Irvin Attorney for Plaintiffs SUPERIOR COURT OF WASHINGTON FOR KING COUNTY BA No. 3359 efendants/Third Party HULTMAN A OVA FFICE STIP /ORDER OF DISMISSAL -- Page 1 of 2 Judge: Michael Heavey / 5it() 0 By: Eric R. Hultman, WSBA No. 17414 Date Attorney for Plaintiffs No. 07 -2- 08879 -2 KNT STIPULATION FOR AND ORDER OF DISMISSAL (Clerk's Action Required) - 24 h5--7 SONKIN & SCHREMPP, PLLC 12715 Bel Red Road, #150 Bellevue, WA 98005 Telephone 425.289.3440 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 JAMES E. DICKMEYER, PC By: James E. Dickmeyer, WSBA No. 14318 Date Attorney for Third Party Defendants HEARING. This matter came on regularly for hearing upon stipulation of the parties. FINDINGS. The Court considered the materials presented and reviewed the records and files of this case. The Court is fully informed in the premises, and finds that the parties are entitled to the relief requested. 4 ORDER. IT IS ORDERED that: 4.1. This matter be dismissed with prejudice; and 4.2. Each party will bear their own attorneys fees and costs. DONE IN OPEN COURT this 2 day of August, 2007. Presented by: SONKIN & SCHREMP By: Irving A. S • 1 f SlA No. 3359 Attorney for Defendants/Third Party Plfs Approved As To Form, Presentment Waived: HULTMAN AW OFFICE By: Eric R. Hultman, WSBA No. 17414 Attorney for Plaintiffs JAMES E. DICKMEYER, PC By: James E. Dickmeyer, WSBA No. 14318 Date Attorney for Third Party Defendants H AClients1Nguyen- TmaTladingsTrafls \Dismiss- ord glAdoc STIP /ORDER OF DISMISSAL -- Page 2 of 2 SONKIN & SCHREMPP, PLLC 12715 Bel Red Road, #150 Bellevue, WA 98005 Telephone 425.289.3440 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 JAMES DIC YER, PC By: 2 HEARING. This matter came on regularly for hearing upon stipulation of the parties. 3. FINDINGS. The Court considered the materials presented and reviewed the records and files of this case. The Court is fully informed in the premises, and finds that the parties are entitled to the relief requested. 4. ORDER. IT IS ORDERED that: 4.1. This matter be dismissed with prejudice; and Presented by: SONKIN & SCHREMPP, PLLC By: Irving A. Sonkin, WSBA No. 3359 Attorney for Defendants/Third Party Plfs Approved As To Form, Presentment Waived: HULTMAN LAW OFFICE By: Eric R. Hultman, WSBA No. 17414 Attorney for Plaintiffs JAMES . DICKME R, PC By: /F-lo- ames E. Dickme Q , WSBA No. 14318 Date Attorney for Third Party Defendants 4.2. Each party will bear their own attorneys' DONE IN OPEN COURT this JUDGE /CO ames E. Dickmey WSBA No. 14318 Attorney for Third Party Defendants H:\C6entsWguyen- Tina\ Pleadings \Dratis\Dismiss- ord- ghg.doc STIP /ORDER OF DISMISSAL -- Page 2 of 2 es and costs. day of August, 2007. SSIONER Date -d SONKIN & SCHREMPP, PLLC 12715 Bel Red Road, #150 Bellevue, WA 98005 Telephone 425.289.3440 May 10, 2007 Mr. Kevin Do 10621 56 Ave S Seattle, WA 98178 RE: L04 -048 Extension Request Dear Mr. Do: Department of Community Development Steve Lancaster, Director The City has received your request for an extension for the above short plat application. Significant progress has been made on the conditions specified in the Preliminary Approval letter. Your extension request is granted and the preliminary approval will expire on June 12, 2008. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Brandon Miles at (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. incerely Ja ` Pace, Acting Director Community Development cc. File (L04 -048) Steven M. Mullet, Mayor 630n .Snnthront•r Rnnlovard Nulty *inn • Tukw112 W•chinotnn OR1RR • Phnno• 91 • r.... 91M_A21_2Aisc May 10, 2007 Mr. Kevin Do 10621 56 Ave S Seattle, WA 98178 Dear Mr. Do: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Final Short Plat Request L04 -048 The City of Tukwila has reviewed your request for fmal approval of the above short plat application. A draft plat map was provided to the City on April 23, 2007. Final approval cannot be granted because certain conditions set forth in the preliminary approval letter have not been met. Please address the following items: 1. Revise sheet 2 of 2 to reflect the actual dedication of land that is being made to the City. The current layout is incorrect. Ensure that the legal descriptions for each of the proposed lots are also adjusted. 2. Tukwila Municipal Code 18.45 (2004 edition) requires a ten foot setback area from the wetland buffer area. Please show the ten foot area on sheet 2 of 2. The building envelop for lot 2 will be impacted by the ten foot setback. 3. The City has been notified that the property owners to the east have filed an adverse possession claim. As of today, the matter is still pending with King Superior Court. The adverse possession claim has significant impacts on the short plat as lot four would not be able to meet the City's minimum lot area requirement of 6,500 square feet. The short plat cannot be given final approval until the adverse possession claim has been resolved with the Courts. The preliminary approval is set to expire on June 12, 2007. In an email dated May 7, 2007, John Rutland requested an extension on the preliminary approval expiration. An extension seems prudent and a separate letter from the Acting Community Development Director will be mailed shortly. Thus, the preliminary approval will expire on June 12, 2008. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Assistant Planner cc. File (L04 -048) Your next step is to address items one and two of this letter. Once you have address those items submit a mylar with original signatures and three paper copies. The City will review the documents and will release them once the adverse possession claim is resolved. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Brandon Miles - Fw: Kevin Do Short Plat L04 -048 From: "John Rutland" <John @CramerNW.com> To: <bmiles @ci.tukwila.wa.us> Date: 05/07/2007 3:53 PM Subject: Fw: Kevin Do Short Plat L04 -048 CC: "Ale Kondelis" <Ale @cramernw.com> Hi Brandon, I just wanted to follow up with you regarding the current status of our Kevin Do short plat and the conversation we had last week. Please see the following correspondence I forwarded Kathryn a few weeks ago. As you may know the deadline for recording is next month and with the pending legal issue our client may require additional time in hopes to resolve her boundary dispute. Please advise if consideration can be given for possible extension in order for the owners to resolve the legal matter. She has consulted an attorney to act on her behalf and is currently working on bringing closure to the situation in a timely manner. Any assistance you can provide will be greatly appreciated. Thanks, John — Original Message - -- From: John Rutland To: kdevlinAci.tukwila.wa.us Cc: Ale Kondelis Sent: Friday, April 20, 2007 4:20 PM Subject: Kevin Do Short Plat L04 -048 Hi Kathryn, Thanks, John Page 1 of 1 I just wanted to follow up with you regarding the voice message I left with you. As you may know we are ready to submit the final short plat for review. An unfortunate situation with the neighbors to the west regarding the properties corners we staked a few weeks ago. Tina and Kevin do have been served with a notice to appear in court for what seems to be an adverse possession claim. They are currently working with an attorney in hopes to resolve this issue in a timely manner. I hoping we can continue the review of the subdivision and move the project along to the fullest extent. Let me know if there's anything we can do to assist the Do family with the final application. file: / /C:\Documents and Settings\Brandon - M\Local Settings \Temp\XPGrpWise \463F4B9... 05/10/2007 City of Tukwila Memorandum TO: Jim Morrow via Dave McPherson or Joanna Spencer Chief Olivas via Don Tomaso FROM: Brandon J. Miles, Assistant Planner RE: L04 -048 DATE: April 23, 2007 The applicant has submitted a short plat map for final approval. However it appears that significant issues have not been addressed: Fire 1. The applicant has not provided a note on the plat regarding fire flow and the need for sprinlders. 2. It is unclear if the application is complying with the condition that a "suitable flat area for fire has been provided ". Public Works 1. The applicant is making a dedication of ROW. However, no turn-over documents have been provided. Please review and provide any additional comments. _i5_ m«dc, j , i 54 — Brandon Miles Page 1 Q: \1 Temp File\FORMs\MEMO TEMPLATE.doc 04/23/2007 City of Tukwila Memorandum TO: Jim Morrow via Dave McPherson o oanna Spencer Chief Olivas via Don Tomaso FROM: Brandon J. Miles, Assistant Planner RE: L04 -048 DATE: April 23, 2007 The applicant has submitted a short plat map for final approval. However it appears that significant issues have not been addressed: Fire 1. The applicant has not provided a note on the plat regarding fire flow and the need for sprinklers. 2. It is unclear if the application is complying with the condition that a "suitable flat area for fire has been provided ". Public Works 1. The applicant is making a dedication of ROW. However, no turn-over documents have been provided. Please review and provide any additional comments. t) Tin i s cwnriko etvI.IN-a. s y ovv r‘K kww pt,c s.rf Brandon Miles Page 1 Q: \1 Temp File \FORMs\MEMO TEMPLATE.doc �"--0000v"ci\-loK1 . iNidec o►n ctic.e. k V \ ail -qb c. L 4_ 5r C-A c.e. " r b° vp 04/23/2007 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 v. SUPERIOR COURT OF WASHINGTON FOR KING COUNTY KEN ELDRIDGE and MARY ELDRIDGE, husband and wife, Plaintiffs, HOANG DO and HOA NGUYEN, husband and wife, Defendants. COMPLAINT TO QUIET TITLE - Page 1 NO. COMPLAINT TO QUIET TITLE -a-o Kiv Plaintiffs Ken and Mary Eldridge, by and through their undersigned attomey, Eric R. Hultman of Hultman Law Office, state and allege as follows: JURISDICTION AND VENUE 1. Jurisdiction and venue is in the Superior Court of the State of Washington for King County, pursuant to RCW 4.12.010 and RCW 7.28.010. 2. The property that is the subject of this action is located in King County. PARTIES 3. Plaintiffs Ken and Mary Eldridge are husband and wife residing in King County, Washington. 4. Defendants Hoang Do and Hoa Nguyen are husband and wife residing in King County, Washington. HULTMAN LAW OFFICE 611 MARKET 1IKttI, SUITE 4 KIRKLAND. WASHINGTON 98033 (4251943-0649 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 COMPLAINT TO QUIET TITLE - Page 2 FIRST CLAIM FOR RELIEF — QUIET TITLE 5. Eldridge has resided at 4821 S. 136 St., Tukwila, since 1985. The property is abuttZd by S. 136 St. on the north, and property owned by the defendants on the west. 6. The north edge of Eldridges' property line of record is 122' in length. The west edge of Eldridges' property line of record is 128.5' in length. 7. The Eldridge's west property line abuts property located at 13604 Macadam Road, Tukwila owned by defendants. 8. Defendants acquired their property in 2002 from Darlene Cook. Ms. Cook acquired the property from Clarence Cook. 9. The property records for King County show that Eldridge's property line is approximately 15' to the west of the porch of his house, extending south from S. 136 St. approximately 128.5'. 10. From at least 1985 until the present, Eldridge has exercised ownership over property at least 45' to the west of the porch of his house. 11. Eldridge and Mr. Cook treated the boundary between their respective properties to be a line extending south from S. 136 St. approximately 45' to the west of the porch of Eldridge's house to be the property line. Cook constructed a fence along that line that stood for several years, and remnants of that fence remain in the ground. 12. Defendants have never exercised ownership over any property to the east of the line 45' to the west of Eldridge's porch. SECOND CLAIM FOR RELIEF — DECLARATORY JUDGMENT 13. Eldridges restate their prior allegations. 14. Eldridges have an interest in the property an additional 30' from the westem edge of their recorded property line under their deed for their property. HULTMAN LAW OFFICE 611 MARKET SIRE; SURE 4 KIRKLAND. WASHINGTON 98033 (425) 943-0649 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 15. Eldridge has been in possession of the property 30' from the westem edge of the recorded property line since at least 1985. THIRD CLAIM FOR RELIEF - TRESPASS 16. Eldridges restate their prior allegations. 17. Defendants have entered onto Eldridges' property to plant survey stakes and engage in other activities. PRAYER FOR RELIEF WHEREFORE, plaintiffs pray for judgment against the defendants as follows: a. For judgment establishing that Eldridges are the owners of property under the doctrine of adverse possession or other equitable grounds; b. For damages for trespass by defendants onto Eldridges' property; and c. For other relief as is just and proper. F` DATED this I S day of March, 2007. HULTMAN LAW OFFICE COMPLAINT TO QUIET TITLE - Page 3 By C.._ —\ Eric R. Hultman, WSBA #17414 Attorney for Plaintiffs Ken and Mary Eldridge HULTMAN LAW OFFICE 611 MARKET STREET, SURE 4 KIRKLAND, WASHINGTON 98033 1425) 9430649 May 22, 2006 David McPherson Development Engineer City of Tukwila Cramer Northwest, Inc. • Surveyors •Planners •Engineers RE: Do-4 Lot Short Plat (LO4S -048) Dear Dave: We have received a copy of a memo from you to Kathryn Derlin dated April 4, 2006. Our comments below refer to the first two comments in that memorandum. 1. We have revised the drainage report and plans to provide for flow control. We have consulted with Julian Liu of Liu and Associates, Inc. regarding the geotechnical recommendations. Mr. Liu has prepared an addendum to the original geotech report and is allowing driveway dispersion and downspout retention/dispersion as a means for flow control on this project. 2. We considered revising the drainage report and plans to include installation of a storm system along the south side of S. 136 Street and routing it to a pipe/ditch system along the west side of 48 Place South. However, after consulting with Ryan Larson, we were informed that we would still be required to provide a detention system if the downspouts weren't connected to perforated stubouts prior to being conveyed to the new conveyance system. Perforated stubouts weren't allowed per the original geotech report. At this point, we consulted with Mr. Liu and he was willing to provide an addendum to the original geotech report that provides specific drainage recommendations for this project. We feel that we have adequately addressed these fmal concerns. Please grant this project preliminary approval as soon as possible. Sincerely, S. Krueger, P.E. Cramer Northwest 945 N. Central, Suite #104 Kent WA 98032 (253) 852 -4880 Fax (253) 852 - 4955 www.cramernw.com E -mail: cni@cramemw.com Cramer Northwest, Inc. • Surveyors *Planners *Engineers PRELIMINARY TECHNICAL INFORMATION REPORT OF DO SHORT PLAT 13604 MACADAM RD. S. TUKWILA, WA 98168 FOR KEVIN DO 9215 RENTON.AVE S. SEATTLE, WA 98118 January 19, 2004 (REVISED 3/16/06, 5/22/06) C.N.I. JOB NO. 2003-106 Prepared by Larry S. Krueger, P.E. 945 N. Central, Suite #104 Kent WA 98032 (253) 852-4880 Fax (253) 852 -4955 www.cramernw.com E -mail cni@cramernw.com Page 1 of 1 TABLE OF CONTENTS 1. PROJECT OVERVIEW II. CONDITIONS AND REQUIREMENTS SUMMARY III. OFFSITE ANALYSIS IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPORTS AND STUDIES VII. OTHER PERMITS VIII. ESC ANALYSIS AND DESIGN IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL APPENDIX A OFFSITE ANALYSIS REPORT APPENDIX B RUNOFF CALCULATIONS 1 PROJECT OVERVIEW Existing Conditions: This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the western portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. Proposed Conditions: The property will be divided into four Tots. The westem lot will contain the existing home, while the remaining three lots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136 Street. The existing home will continue to use its existing access off of S. 136 Street. Runoff from the new homes will be routed to retention /dispersion trenches, while runoff from their driveways will be routed through driveway dispersion systems. II. CONDITIONS AND REQUIREMENTS SUMMARY The core requirements of the King County Surface Water Design Manual (KCSWDM) have been or will be provided as follows: Core Requirement #1, Discharge at the Natural Location: The site's drainage pattern currently tends to sheet flow from the west to the east toward SR 599. The new runoff will continue to flow to the east toward SR 599, but it will be routed through retention /dispersion systems prior to leaving the site. Core Requirement #2, Offsite Analysis: An offsite analysis is provided in Appendix A. Core Requirement #3, Flow Control: No formal flow control facilities are required for this project. However, downspout and driveway runoff will be routed through retention /dispersion systems prior to leaving the site. Core Requirement #4, Conveyance System: There are no new conveyance systems proposed for this project. Core Requirement #5, Erosion and Sediment Control: An erosion and sediment control plan will be designed at a later date. Some of the anticipated ESC measures to be provided are a stabilized construction entrance, silt fence, and seeding. Core Requirement #6, Maintenance and Operations: A maintenance and operations manual will be provided at a later date. Core Requirement #7, Financial Guarantees and Liability: The owner will provide this information prior to permit issuance. Core Requirement #8, Water Quality: Water quality is not required for this project. 111. OFFSITE ANALYSIS A Level 1 Offsite Drainage Analysis is provided in Appendix A. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Impervious surface calculations are as follows: 3 new homes @ 2000 sf = 6,000 sf 3 new driveways (16'x42' each) = 2,016 sf Total = 8,016 sf < 10,000 sf Per Section 1.1.2 of the KCSWDM, this project qualifies for Small Site Drainage Review and no formal flow control facilities are required. The three driveways total Tess than 5,000 sf of pollution generating surfaces. Therefore, per Section 1.2.8 of the KCSWDM, no water quality facilities are required. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN No new conveyance systems are proposed. A new conveyance system will be provided along the south side of S. 136 VI. SPECIAL REPORTS AND STUDIES A geotechnical report was prepared for this project by Liu & Associates. VII. OTHER PERMITS No other permits are known to be required at this time. VIII. ESC ANALYSIS AND DESIGN An erosion and sediment control plan will be provided at a later date. IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT This information will be provided at a later date. X. OPERATIONS AND MAINTENANCE MANUAL A maintenance and operations manual will be provided at a later date. APPENDIX A OFFSITE ANALYSIS REPORT LEVEL 1 DRAINAGE ANALYSIS OF DO SHORT PLAT 13604 MACADAM RD. S. TUKWILA, WA 98168 FOR KEVIN DO 9215 RENTON AVE S. SEATTLE WA 98118 January 19, 2004 C.N.I. JOB NO. 2003-106 Prepared by Larry S. Krueger, P.E. TABLE OF CONTENTS I. TASK1 STUDY AREA DEFINITION AND MAPS 11. TASK 2 RESOURCE REVIEW III. TASK 3 FIELD INSPECTION IV. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS V. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK1 STUDY AREA DEFINITION AND MAPS TA STUDY AREA DEFINITION This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the westem portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. The property will be divided into four lots. The western lot will contain the existing home, while the remaining three Tots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136 Street. The existing home will continue to use its existing access off of S. 136"' Street. Runoff from the new homes and their driveways will be to a new conveyance system along S. 136"' St. MAPS A vicinity map, sensitive areas map, topo map, aerial photograph, and offsite drainage map can be found in the proceeding pages. 045 jilutom u. E,.rkRE:'t4 :.,_.its_:. _tl'a1 .M :tt :i1 %'tom v,'t t acct ri -r.ttt t DO SENSITIVE AREAS •1 Jt7.sti 1 ti sat s`.• 1' C disf Seladted features Streets Parcel SAO Stream Oasis Om 2t aved C1ni t 2 StMmu ct C(tm 3 Lhdassend Legend 100 Year f oodpiah SAO Wattarid SAO lands2de SAO Coat Nine SAO Seismic SAO Eto*bn Lands9ide Hazard I ainage Ares . a1 :Gt:t Hazard 16230401102 0.0157m TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not located inside any basin plan areas. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: The site is not known to be located in any critical drainage areas. (FEMA) Maps: The site is located outside the 100 year flood plain. Other Offsite Analysis Reports: None were available Sensitive Areas Folio: None of the site is located in or near any sensitive area (see sensitive areas map under Task 1). DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. King County Soils Survey: This site is located outside the limits of the King County Soils Survey. However, soil tests on site show the soil to be topsoil located above silty loam. Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable. Drainage Complaints: The City of Tukwila was contacted on January 23, 2004 regarding drainage complaints. According to the City, there are no drainage complaints within the downstream analysis limits of this property. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on January 9, 2004 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile(s) from the discharge point of the site. The inspection involved investigation ten Wate Design ManuaIL The Inspection per the King County Surface inspection yielded the following findings: 1. There were no existing or potential problems observed. 2. The existing drainage system capacity was adequate. However, the submerged inlet of the 24" concrete culvert that crosses under 48 Ave. South could cause problems in the future if not corrected. 3. There were no existing or potential flooding problems. 4. There were no existing or potential sedimentation problems. However, there was some scouring and bank sloughing problems observed. This was observed at the outlet end of the 36" CMP culvert that crosses under S. 136t Street, and the outlet end of the 24" concrete culvert that crosses under 48 Ave. South. 5. No significant destruction of aquatic habitat or organisms was noticeable. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on pipes, ditches, and structures. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were contacted. 10. The weather conditions at the time of the inspection were cool and cloudy. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIP11ON AND PROBLEM DESCRIPTIONS Site Drainage This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the western portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. The property will be divided into four lots. The western lot will contain the existing home, while the remaining three Tots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136 Street. The existing home will continue to use its existing access off of S. 136 Street. Offsite Drainage An Off -Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least % mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. '�� • •' • eaSS d' , ..cSh .L - 1 '0 „`- — _ 9 G 30„ MQ .SCOWS � . , _, 1 i s eft) • 01 „,f1.84- , 0 s� r c. "� W 0% t €.0-4 ai e.r' D ' O ! hp��' IIO�Z blush' s;A,rs w,Qa�der:,q 't. � to 11 - 6� A0 D to MeN.S o Or ;., 2� f1�YIL � {� �," �'2 ! 670 ' )2o r . 5■0 c......6. . i` 4 ip 4 re.a,en 4104 , 7 - *XI , COO, bo..44 r tali ox. '176, 720 7 ( f0 0) a.5efve :. , 5 4 fe.a. w. 5 a ' if P C,, �( a $ " 6% 790 - $' ?d . , oa N " 6? g90 2L1' CO L f 1o1us ti 6 5c90 — ( ?ai aim 5 a,,r... , A. i t 3 -y' UNA q m.xl be ele, to i - %" cMP , — IT ' % , 114,e+ ,. Basin: OFF -SITE ANALYSIS DRAINAGE Surface Water Design Manual, Core Requirement #2 Subbasin Name: Subbasin Number L1Teble doo 1112192 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no . major or existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the new conveyance system has been installed. The inlet of the 24" concrete culvert that crosses under 48 Ave. South should be cleared so that is not submerged. �' Street should be further MP culvert that crosses under r reinforced with riprap to prevent the bank sloughing and scouring. A temporary erosion and sedimentation control plan will be created at the final design stage to minimize the transport of sediment laden runoff to the downstream conveyance system. APPENDIX B RUNOFF CALCULATIONS PREDEVELOPED FLOWS: + -Land Use Summary ;Till Forest ;Till Pasture ;Till Grass :Outwash Forest :Outwash Pasture :Outwash Grass :Wetland :Impervious Total Area : Scale Factor : Time Series: pTedev Flow Frequency Analysis Time Series File:predeV•t$g Project Location :Sea - Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.061 2 2/09/01 15:00 0.030 7 1/05/02 16:00 0.061 3 2/28/03 3:00 0.016 8 8/26/04 2:00 0.035 6 1/05/05 8:00 0.058 4 1/18/06 16:00 0.056 5 11/24/06 4:00 0.115 1 1/09/08 6:00 Computed Peaks 0.00 0.76 0.00 0.00 0.00 0.00 0.00 0.05 acres acres acres acres acres acres acres acres 0.81 acres 1.00 Hourly Reduced Compute Time Series Modify User Input - - Peaks (CFS) 0.115 0.061 0.061 0.058 0.056 0.035 0.030 0.016 0.097 Flow Frequency Analysis - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 DEVELOPED FLOWS: + -Land Use Summary :Till Forest :Till Pasture :Till Grass :Outwash Forest :Outwash Pasture :Outwash Grass :Wetland :Impervious Time Series: dev Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea - Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.103 4 2/09/01 2:00 0.070 7 1/05/02 16:00 0.127 2 2/27/03 7:00 0.061 8 8/26/04 2:00 0.077 6 10/28/04 16:00 0.108 3 1/18/06 16:00 0.100 5 11/24/06 3:00 0.223 1 1/09/08 6:00 Computed Peaks 0.00 acres 0.00 acres 0.61 acres 0.00 acres 0.00 acres 0.00 acres 0.00 acres 0.20 acres Total Area : 0.81 acres Scale Factor : 1.00 Hourly Reduced Compute Time Series Modify User Input Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.223 1 100.00 0.990 0.127 2 25.00 0.960 0.108 3 10.00 0.900 0.103 4 5.00 0.800 0.100 5 3.00 0.667 0.077 6 2.00 0.500 0.070 7 1.30 0.231 0.061 8 1.10 0.091 0.191 50.00 0.980 LIU & ASSOCIATES, INC. Geotechnical Engineering Mr. Kevin Do 10621 - 56 Avenue South Seattle. WA 98178 Dear Mr. Do: Subject: Addendum No. 1 to 7/5/2005 Geotechnical Report Drainage Control Proposed 4 -Lot Residential Development 13604 MacAdam Road South Tukwila. Washington L &A Job No. 5A077 Engineering Geology Earth Science May 18. 2006 INTRODUCTION We understand that the site is subject to Small Site Drainage Review per King County Surface Water Design Manual. Presented in this addendum are our recommendations for disposal of storm runoff captured over impervious surfaces. such as roofs and driveways, for the residences to be constructed on the subject plat site. RETENTION TRENCHES FOR ROOF RUNOFF We recommend retention trenches be used for disposing storm runoff collected over roofs of the new residences to be constructed on the subject plat site. This system allows stormwater to be stored in retention trenches and to overflow from the retention trenches onto a well - vegetated area of the site during off-peak hours of a storm event. A typical section of our recommended retention trench and dispersion system is shown on Plate 1 attached hereto. The retention trenches should be constructed on the downhill sides of the residences. and should be setback at least 10 feet from the residences and 5 feet from property lines. The retention trenches should be installed along the upslope fringes of well- vegetated areas of the site. Roof runoff captured 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425) 483 -9134 • Fax (425) 486 -2746 May 18, 2006 Addendum No. 1 to 7/5/2005 Geotechnical Report Proposed 4 -Lot Residential Development L &A Job No. 5A077 Page 2 should be routed into a sediment control structure /water -oil separator before being released into the retention trenches. The retention trenches should be filled with clean. one -inch minus, washed gravel. The total volume of the void in the gravel till will be about 35 percent of the total gross volume of the trench. The size of each trench should have sufficient void volume to store at least 75% of the total runoff over impervious surfaces it serves, calculated based on the design storm event. Based on a total roof area of 2,000 square feet for each new residence and a 2 -year storm event with 1.86 inches of stormwater in 24 hours. we calculated that the retention trench serving each new residence should be at least 5 feet wide by 5 feet deep by 27 feet long. For total roof area greater than 2.000 square feet, the above retention trench size should be prorated accordingly. The total area of each vegetated dispersion zone should be at least 30 percent of the total roof area it serves. The retention and dispersion system recommended above will allow a portion of the water in the trenches to seep into the soils and merge into the groundwater flow pattern under the site. The overflow will mostly evaporate and /or be absorbed by the root system in the vegetated dispersion zone. DISPERSION SYSTEM FOR DRIVEWAY RUNOFF Runoff over paved driveways may be dispersed in sheet flow over well- vegetated areas. A typical section of our recommended dispersion system is shown on Plate 2. To make the on -site dispersion system work. the driveways served by the dispersion systems should be graded to direct runoff evenly in sheet flow towards a 2 -foot -wide transition zone along the downslope LIU & ASSOCIATES, INC. May 18, 2006 Addendum No. 1 to 7/5/2005 Geotechnical Report Proposed 4 -Lot Residential Development L &A Job No. 5A077 Page 3 edges of the driveways. Loose surficial soils under the driveways and the transition zones should be removed and backfilled with compacted structural fill. The subgrade soils of the transition zones should be covered with a layer of non -woven filter fabric, then topped with a layer of 2 -to- 4 -inch crushed rock about 4 to 6 inches thick. Next to this transition zone should be well - vegetated dispersion zones. The vegetated dispersion zones should be 10 feet wide for each paved driveway up to 20 feet wide. An additional 5 feet should be added to the width of the dispersion zones for each additional 20 feet of width of paved driveways. The transition zones and the vegetation dispersion areas should be installed on the downhill side of the residences, and set hack at least 10 feet from the residences and 5 feet from property lines. Please call if you have any questions. Two plates attached Yours very truly, LIU & ASSOCIATES, INC. A LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D.. P.E. Consulting Geotechnical Engineer 0 z 0 O v rn rn z 0 rn z 0 z 0 Cr) rn Cn 0 z Cn C/) --1 rn i b•:�oioor�'. O rp asea.. •.• PVc PI r t.1- wo..V.eA b Ft LTEA ..rit4.P$,R G y 0 .� .�pp,. O p p A. +J • wl TA PIS Pt R61DA Zot4 11 Pe-(6A10 - rRF4J(.N A 2.-11404-M t t4US t.JA SN GD C�RAV�- FtLL ¥ t. S t DLM athlT ott. /uJA.1 ErARATops. Gt tl 1 - t : }- M I t4U5 . A et) Ci P.V :I.. Ft t.t... 4H4, Pv6 TtoHTLLt4 LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology Earth Science TYPICAL SECTION DRIVEWAY RUNOFF DISPERSION SYSTEM JOB NO. 5A077 PLATE NO. 2 DATE: May 17, 2006 Short Plat — L04 - 048 MEMORANDUM TO: PLANNING DEPT. — Kathryn Derlin, Assistant Planner 13#d7Yl FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: Do — 4 Lot Short Plat 13604 Macadam Road South Permit No. L04 -048 Preliminary Short Plat is complete for Public Works — see comment below. 1. Addendum No. 1 of the Geotechnical Engineering Study by Liu & Associates, Inc., dated July 5, 2005 recommends retention trenches. These trenches along with dispersal over well - vegetated areas, as recommended by the Geotechnical Report, will eliminate the need to tie into the off -site conveyance system. The on -site storm drainage system(s), may be designed and constructed under the Building Permits. Prior to Final Short Plat the following comments need be addressed for Public Works 1. The new Fire Hydrant, to be located across the street from the new Lot 3, shall be installed prior to Final Short Plat approval. 2. The new sanitary sewer line with stubs to each lot, shall be installed prior to Final Short Plat approval. Contact Val - Vue Sewer District for design approval and installation standards. 3. Consider relocating new sanitary sewer line out of the existing asphalt in S. 136 Street. If asphalt is disturbed by sanitary sewer installation, then will be required to provide a street overlay. 4. If new sanitary sewer line is to be within private property, then provide a Sanitary Sewer Easement. 5. Right -of -Way shall be dedicated to the City, at the NW comer of (new Lot 1) parcel no. 152304 -9047. Existing public street, is within private property. Provide legal description of area to be dedicated. 6. Revise sheet 1 of 3, as applicable. Verify existing and new legal descriptions. Descriptions do not match property lines shown on sheet 2 of 3. New legal description for Lot 1, assumes no dedication of public right -of -way. 7. Dedication of Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. Geotechnical Engineering Dear Mr. Do: LIU & ASSOCIATES, INC. Mr. Kevin Do 10621 - 56 Avenue South Seattle. WA 98178 May 2, 2006 Subject: Addendum No. 1 to 7/5/2005 Geotechnical Report Drainage Control Proposed 4 -Lot Residential Development 13604 MacAdam Road South Tukwila, Washington L &A Job No. 5A077 Engineering Geology Earth Science We understand that it is not feasible to drain stormwater collected over the suhject site into an existing public storm sewer facility. We also understand that the site is suhject to Small Site Drainage Review per King County Surface Water Design Manual. Presented in this addendum are our recommendations for disposal of storm runoff captured over impervious surfaces. such as rooks and driveways. tier the residences to be constructed on the suhject plat site. RETENTION TRENCHES FOR ROOF RUNOFF We recommend retention trenches be used for disposing storm runoff collected over roofs of the new residences to he constructed on the subject plat site. This system allows stormwater to be stored in retention trenches and to overflow from the retention trenches onto a well- vegetated area of the site during off -peak hours of a storm event. A typical section of our recommended retention trench and dispersion system is shown on Plate 2 attached hereto. The retention trenches should be constructed on the downhill sides of the residences, and should he setback at least 10 feet from the residences and 5 feet from property lines. The retention trenches should be installed along the upslope fringes of well - vegetated areas of the site. Roof runoff captured 19213 Kenlake Place NE Kenmore, Washington 98028 Phone (425) 483 -9134 • Fax (425) 486 -2746 N(av 2, 2006 Addendum No. 1 to 7/5/2005 Geotechnical Report Proposed 4 -Lot Residential Development L &A Job No. 5A077 Page 2 • should be routed into a sediment control structure /water -oil separator before being released into the retention trenches. The retention trenches should be filled with clean. one -inch minus. washed gravel. The total volume of the void in the gravel till will be about 35 percent of the total gross volume of the trench. The size of each trench should hay e sufficient void volume to store at least 75% of the total runoff over impervious surfaces it serves. calculated based on the design storm event. [lased on a total roof area of 2.000 square feet for each new residence and a 2 -year storm event with 1.86 inches of stormwater in 24 hours. we calculated that the retention trench serving each new residence should he at least 5 feet wide by 5 feet deep by 27 feet long. For total roof area greater than 2.000 square feet. the above retention trench size should be prorated accordingly. The total area of each vegetated dispersion zone should he at least 30 percent of the total roof area it serves. The retention and dispersion system recommended above will allow a portion of the water in the trenches to seep into the soils and merge into the groundwater flow pattern under the site. The overflow will mostly evaporate and /or he absorbed by the root system in the vegetated dispersion zone. DISPERSION SYSTEM FOR DRIVEWAY RUNOFF Runoff over paved driveways may he dispersed in sheet Clow over well - vegetated areas. A typical section of our recommended dispersion system is shown on Plate 2. To make the on -site dispersion system work. the driveways served by the dispersion systems should he graded to direct runoff evenly in sheet flow towards a 4 -foot -wide transition zone along the downslope LIU & ASSOCIATES, INC. May 2. 2006 Addendum No. I to 7/5/2005 Geotechnical Report Proposed 4 -Lot Residential Development L &A Job No. 5A077 Page 3 edges of the driveways. Loose surficial soils under the driveways and the transition zones should he removed and hacktilled with compacted structural fill. The suhgrade soils of the transition zones should he covered with a layer of non -woven filter fabric, then topped with a layer of 2 -to- 4 - inch crushed rock about 4 to 6 inches thick. Next to this transition zone should be well - vegetated dispersion zones. The vegetated dispersion zones should be 10 feet wide for each paved driveway up to 20 feet wide. An additional 5 feet should he added to the width of the dispersion zones for each additional 20 feet of width of paved driveways. The transition zones and the vegetation dispersion areas should be installed on the downhill side of the residences. and set hack at least I0 feet from the residences and 5 feet from property lines. Please call if you have any questions. Two plates attached Yours very truly, LIU & ASSOCIATES, INC. LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer '1/∎•910 $3:317 e . In 1Iw= -i $ rst.ivr4/110 ' noV1N• 7r1,1H41.. '2A d 0,37 . I�I[11 • • 1�� �' ee a t' 4 � ••.• •. o oe • r •71V3 V3I.'1 III o s t .o °`' • e.0 0 0• 0 d e. o„ ,i. `.. 00 • J o 0 • 4 fN�w - ft I -Z M1{ Hir49wl rolN9J.94 s 1 N o4 ' Noll ci ua1dJ- •949/►- '- 2 W 1- 0) >- 0) Z 0 cc w IZ 0) 0 0 z 0 Z W Z 0 z u.1 w 0 z co 0 LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology • Earth Science TYPICAL SECTION DRIVEWAY RUNOFF DISPERSION SYSTEM JOB NO. 5A077 PLATE NO. 2 i DATE: April 4, 2006 Short Plat — L04 -048 MEMORANDUM TO: PLANNING DEPT. — Kathryn Derlin, Assistant Planner km FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: Do — 4 Lot Short Plat 13604 Macadam Road South Permit No. L04 -048 Preliminary Short Plat is not complete for Public Works. The following needs to be addressed: 1. Revise storm drainage report and Civil site plan to provide for Flow Control. Geotechnical Engineering Study by Liu & Associates, Inc., dated July 5, 2005, states that on -site infiltration systems are not feasible. Contact Ryan Larson, P.E., Senior Engineer, Surface Water (206) 431 -2456, if you have questions regarding this issue. 2. Consider revising the storm drainage report and Civil site plan. Outlet to stream located East of proposed CB#4 will require an HPA. Verify if installation of storm system from proposed CB #3, North to an existing driveway culvert is feasible. See portion of your preliminary Civil plan sheet — enclosed. Prior to Final Short Plat the following comments need be addressed for Public Works 1. Right - of - Way shall be dedicated to the City, at the NW corner of (new Lot 1) parcel no. 152304 -9047. Existing public street, is within private property. Provide legal description of area to be dedicated. 2. City requests, but does not require, dedication of North 10 feet of new Lots 1, 2, 3, and 4, along S. 136 Street. The future Right -of -Way along S. 136 Street should be 40 feet. 3. Revise sheet 1 of 3, as applicable. Verify existing and new legal descriptions. Descriptions do not match property lines shown on sheet 2 of 3. New legal descriptions, assumes no dedication of public right -of -way. 4. Revise sheets 2 and 3 of 3, as applicable. Verify property line(s) adjacent to Macadam Road. May not be required to dedicate public right -of -way at the NW property comer. Dedication of ten (10) feet of right -of -way, along S. 136` Street is requested by the City, but not required. 5. Dedication of Public Right -of -Way, if applicable, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. 6. Storm drainage infrastructure within Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. March 7, 2006 Kevin Do 10621 56 Ave S Seattle WA 98178 RE: L04 -048 Short Plat 13604 Macadam Rd S Dear Kevin: City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF INCOMPLETE APPLICATION Your application for the four lot short plat located at 13604 Macadam Rd S remains incomplete. Your last submittal was August 29, 2005. I am enclosing a copy of the memo from David McPherson, Development Engineer, dated September 14, 2005 detailing the deficiencies in your application. This application will expire if we do not receive the additional information within 14 days of the date of this letter, March 21, 2006. If you have any questions with this matter you may call me at 206 433 -7166. Sincerely, Kathryn Devlin Assistant Planner Q:\Short Plats \L04 -048 final notice.DOC -1- 03/07/2006 2:15:00 PM Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 MEMORANDUM TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: September 14, 2005 SUBJECT: Do — 4 Lot Short Plat 13604 Macadam Road South Permit No. L04 -048 Short Plat — L04 - 048 Preliminary Short Plat is denied. Prior to Preliminary Short Plat approval for Public Works, the following comments need to be addressed: 1. The geotechnical report/evaluation, states that storm drainage infiltration, is not feasible for this site. Therefore, a storm drainage system shall be designed and constructed for off -site conveyance. Storm drainage, shall be designed per the 1998 King County Surface Water Design Manual. A Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works. See Short Plat checklist — enclosed. 3. Verify with Fire Department if proposed houses require installation of an additional fire hydrant. If required, then show on Civil plan and install prior to the Final Short Plat approval. 4. Provide note on site plan - Project to comply with Geotechnical Engineering Report, by LIU & Associates, Inc., dated July 5, 2005 and subsequent geotechnical reports. 5. Provide note on site plan - No runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 6. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 7. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. 8. Right -of -Way may be required to be dedicated to the City, at the NW comer of (new Lot 1) parcel no. 152304 -9047. Existing public street, may be within private property. 9. City requests, but does not require, dedication of North 10 feet of new Lots 1, 2, 3, and 4, along S. 136 Street. The minimum Right -of -Way along S. 136 Street should be 40 feet. 10. Revise sheet 1 of 3, as applicable. Verify existing and new legal descriptions. Descriptions do not match property lines shown on sheet 2 of 3. New legal descriptions, assumes no dedication of public right -of -way. 11. Revise sheets 2 and 3 of 3, as applicable. Verify property line(s) adjacent to Macadam Road. May not be required to dedicate public right -of -way at the NW property corner. Dedication of ten (10) feet of right -of -way, along S. 136 Street is request by the City, but not required. See enclosed. Prior to Final Short Plat 1. Dedication of Public Right -of -Way, if applicable, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. 2. Dedication of storm drainage infrastructure within Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. Short Plat Survey Site Map 1. On final short plat map, complete geotechnical note to include (LIU & Associates) dated (July 5, 2005) — see enclosed. Miscellaneous Comments 1. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 2. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. 3. The applicant shall apply for Building and/or Public Works permits for approval. 4. All utilities including power are required to be underground, per City of Tukwila ordinance. MEMORANDUM TO: PLANNING DEPT. — Kathryn Devlin, Assistant Planner FRO D September 14, 2005 SUBJECT: Do — 4 Lot ' art Plat 13604 Macadam Road South Permit No. L04-048 Short Plat — L04 -048 RECEIVED MAR 2 ± 2006 COMMUNITY DEVELOPMENT RKS DEPT. — David McPherson, Development Engineer Preliminary Short Plat is denied. Prior to Preliminary Short Plat approval for Public Works, the following comments need to be addressed: 1. The geotechnical report/ evaluation, states that storm drainage infiltration, is not feasible for this site. Therefore, a storm drainage system shall be designed and constructed for off -site conveyance. Storm drainage, shall be designed per the 1998 King County Surface Water Design Manual. A Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works. See Short Plat checklist — enclosed. 3. Verify with Fire Department if proposed houses require installation of an additional fire hydrant. If required, then show on Civil plan and install prior to the Final Short Plat approval. 4. Provide note on site plan - Project to comply with Geotechnical Engineering Report, by LIU & Associates, Inc., dated July 5, 2005 and subsequent geotechnical reports. 5. Provide note on site plan - No runoff including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 6. Provide note on site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. C) Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. Right -of -Way may be required to be dedicated to the City, at the NW corner of (new Lot 1) parcel no. 1523049047. Existing public street, may be within private property. (. City requests, but does not require, dedication of North 10 feet of new Lots 1, 2, 3, and 4, along S. 136 Street. The minimum Right -of -Way along S. 136 Street should be 40 feet. 10. Revise sheet 1 of 3, as applicable. Verify existing and new legal descriptions. Descriptions do not match property lines shown on sheet 2 of 3. New legal descriptions, assumes no dedication of public right -of -way. 11. Revise sheets 2 and 3 of 3, as applicable. Verify property line(s) adjacent to Macadam Road. May not be required to dedicate public right -of -way at the NW property corner. Dedication of ten (10) feet of right -of -way, along S. 136 Street is request by the City, but not required. See enclosed. Prior to Final Short Plat 1. Dedication of Public Right -of -Way, if applicable, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. 2. Dedication of storm drainage infrastructure within Public Right -of -Way, is to be part of.a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. Short Plat Survey Site Map 1. On final short plat map, complete geotechnical note to include (LIU & Associates) dated (July 5, 2005) — see enclosed. Miscellaneous Comments 1. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 2. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. 3. The applicant shall apply for Building and/or Public Works permits for approval. 4. All utilities including power are required to be underground, per City of Tukwila ordinance. GEOTECHNICAL ENGINEERING STUDY 4-LOT RESIDENTIAL DEVELOPMENT 13604 MacADAM ROAD SOUTH 'UKWILA, WASHINGTON L&A Job No. 5A077 Date: July 5, 2005 Prepared for: Mr. Kevin Do 10621 - 56 Avenue South Seattle, WA 98178 Prepared By: Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 • RECEIVED -- AUG 2 9 2005' COMMUNITY DEVELOPMENT Geotechnical Engineering Dear Mr. Do: LIU & ASSOCIATES, INC. Mr. Kevin Do 10621 - 56 Avenue South Seattle, WA 98178 July 5, 2005 Subject: Geotechnical Engineering Study Proposed 4 -Lot Residential Development 13604 MacAdam Road South Tukwila, Washington L&A Job No. 5A077 Engineering Geology Earth Science INTRODUCTION We have completed a geotechnical engineering study for the site of a proposed 4 -lot residential development, located at the above address in Tukwila, Washington. The Parcel No. of the subject property is 1523049014. The general location of the site is shown on Plate 1 — Vicinity Map. We understand that the proposed development for the site is to plat it into four building lots. The existing house on the west -most lot will remain and a new single - family residence is to be constructed on each of the remaining three lot. The purpose of this study is to characterize the subsurface conditions of the site, evaluate the feasibility of on-site stormwater infiltration and provide geotechnical recommendations for grading, surface and ground water control, erosion abatement, site stabilization, and foundation design and construction for the proposed development of the site. Presented in this report are our findings of the site conditions and geotechnical recommendations. PROJECT DESCRIPTION The site is a roughly rectangular tract of land, with frontages of about 129 feet along MacAdam Road South to the west and about 1321 feet along South 136 Street to the north. It is adjoined 19213 Kenlake Place NE Kenmore, Washington 98028 Phone (425) 483 -9134 • Fax (425) 486 -2746 July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 2 by a single - family residences to the east and a wooded land to the south. The site is currently occupied by a house at its west end, and is overgrown with shrubs, berry bushes and young trees over its remaining area. We understand that the proposed development for the site is to plat it into four single - family residential building lots, with the existing house to remain and one new residence to be constructed on each of the remaining three lots. - SCOPE OF SERVICES SITE CONDITIONS • Our scope of services for this study comprises specifically the following: 1 Explore the subsurface conditions of the site with test pits. 2. Evaluate the feasibility of on -site infiltration for stormwater disposal, and conduct in -situ infiltration tests if a suitable pervious soil stratum is encountered at shallow depths. 3. Perform necessary geotechnical analyses and provide geotechnical recommendations for grading, site stabilization, erosion abatement, surface and ground water drainage control, and foundation design and construction, based on the subsurface conditions encountered in the test pits and results of our geotechnical analyses. 4. Prepare a written report to present our findings, conclusions, and recommendations. SURFACE CONDITIONS The site is situated near the base of a gentle to moderate, west - declining hillside. For our use in this study, we were provided with a copy of the Topographic Survey Plan of the site. According to this plan, the terrain within the site generally slopes down easterly gently to moderately at � grades from 4 to 22 percent. The steeper portion of the site is locally within about the middle third (east -west) of the site. LIU & ASSOCIATES, INC. settlement expected. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 3 GEOLOGIC SETTING The west end of the site is currently occupied by an existing house and a detached open parking P. . pad constructed with retained wall supported fill. The unpaved ground immediately around the existing house is covered by lawn grass. The remaining area of the Site is over -grown with shrubs, brush and weeds, and is dotted with young trees and occasional mature trees. The Preliminary Geologic Map of Seattle and Vicinity. Washington, by H. H. Waldron, B. A. Liesch, D. R. Mullineaux, and D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil units at and in the vicinity of the site is mapped as an Undifferentiated Deposits (Q underlain by Lacustrine Sediments (Qsc). The geology of the Puget Sound Lowland has been modified by . the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The lacustrine sediments are mostly a mixture of clay, silt and fine sand in lakes some distance from the ice front, and in fluvial systems prior to the advance of the glacier ice. The sediments were subsequently over -ridden by the glacier,_ and are generally very -dense or hard and of extremely low permeability in their natural undisturbed state. The surficial two to three feet of the sediments where exposed may be weathered to a soft to stiff state. Steep natural slopes or cuts in lacustrine sediments can remain stable for an extended period of time if undisturbed. The fresh undisturbed lacustrine sediments can provide very good foundation support with little LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 4 The undifferentiated deposits overlying the lacustrine sediments are most likely glacial soils consist of silty fine to medium sand with a trace to some gravel and occasional gravel. They composition and texture may resemble those of glacial till, but may not be as compact. This soil unit should be quite stable and have high bearing capacity in their natural undisturbed state. SOIL CONDITIONS Subsurface conditions of the subject site were explored on June 27, 2005, with six test pits. The test pits were excavated with a tire- mounted backhoe to depths from 7.5 to 10.0 feet. The approximate locations of the test pits are shown on Plate 2 - Exploration Location Plan. The test pits were located with either a tape measure or by visual reference to existing topographic features in the field, and their locations should be considered only accurate to the measuring method used. A geotechnical engineer from our office was present during subsurface exploration, who examined the soil and geologic conditions encountered and completed logs of test pits. Soil samples obtained from each soil unit in the test pits were visually classified in general accordance with United Soil Classification System, a copy of which is presented on Plate 3. Detailed descriptions of soil units encountered during site exploration are presented in the test pit logs on Plates 4 through 6. The test pits revealed that the subject site is mostly mantled by a layer of loose to soft, organic topsoil, up to about 1.5 feet thick, except that a thin layer of gravel was encountered by Test Pit 5 (located near the western one -third point along the north boundary) and loose fill to 5.5 feet thick encountered by Test Pit 6 (located near the western one -third along the south boundary). The fill appears to be placed for grading the building pad of the existing house, and additional fill may exist in the area east of the existing house. The topsoil and the fill is mostly underlain by a layer LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4-Lot Residential Development L&A Job No. 5A077 Page 5 of weathered soils of either brown to light- brown, loose to medium- dense, silty fine sand, or light -brown to light -gray, stiff to very- stiff, silt to fine sandy silt, from ' 0.5 to 3.5 feet thick. Underlying the layer of weathered soils to the depths explored is a deposit of either light -gray, hard, silty to clayey silt, or brown, dense to very-dense silty fine sand. GROUNDWATER CONDITION A trickle of groundwater seepage was encountered in two (Test Pits 1 and 2) of the six test pits excavated on the site. The two test were located near the east end of the site where the ground is at the lowest elevation. The influx of groundwater seepage was only a trickle (about 0.75 gallon per minute), encountered at 7.3 feet deep. It appeared to be stormwater infiltrating through the more permeable surficial soils, and perching overr the practically impervious hard silt or very- dense silty fine sand soils. This perched groundwater may dry up completely in the summer months and accumulate and rise in the wet winter months. The depth to and the amount of perched groundwater may fluctuate seasonally, depending on precipitation, surface runoff, ground vegetation cover, site utilization, and other factors. DISCUSSION AND RECOMMENDATIONS GENERAL Based on the soil conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint, provided that the recommendations in this report are fully implemented and observed during construction. Due to the on -site moisture- sensitive soils and the locally moderately steep site, we recommend that site grading and foundation construction ork for the proposed development of the site be carried out and completed in the dryer period from April 1 to October 31. Erosion control and site stabilization measures should be in place beyond the above dry season period to maintain site stability. LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 6 The surficial loose fill, topsoil and loose and weak weathered soils should be completely stripped within the driveways, the building footprints and where the subgrade' soils are to support structural or traffic load. The underlying light -brown to brown -gray, dense to very- dense, silty fine sand and the hard fine sandy silt to silt soils are of high shear strength and can provide excellent foundation support to the residential buildings to be constructed on the site. Structural fill, if required for site grading, should be constructed on these underlying competent basal soils. �j The on -site soils contain a high percentage of fines, and is sensitive to moisture. It can also be saturated quickly and result in heavy runoff with potential soil erosion over the steeper portion of the site during extended periods of heavy rainstorms. One or in tiple lines of interceptor trench drains should be installed, as required, along the uphill side of the construction area to intercept and drain away surface runoff and near- surface perched groundwater to minimize soil erosion and facilitate site grading and foundation construction work. These interceptor trench drains may also serve as permanent drainage control facilities to reduce groundwater under the proposed buildings. Wat in the interceptor trench drains should be tightlined to discharge into a nearby storm sewer or a suitable stormwater disposal facility) GEOLOGIC HAZARDS AND REMEDIATION Landslide and Erosion Hazard According to the Sensitive Areas Map (iMAP — Sensitive Areas posted on DDES web site) compiled by the King County Department of Development and Environmental Services (DDES), the subject site is not mapped within erosion or landslide hazard areas. Also, there were no recorded previous landslides on the site. The dense to very silty fine sand and the hard fine sandy silt to silt soils underlying the site at shallow depths are of high shear strength. These competent soil units in combination with the gentle to moderate terrain of the site should make it unlikely for deep- seated landslides to occur on the site. LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4-Lot Residential Development L&A Job No. 5A077 Page 7 There is a remote possibility that soil erosion or shallow skin -type mudflows may occur in the ir• surficial weaker soils over the moderately steep (middle third in the east -west direction) portion of the site if these soils are stripped of vegetation cover and overly saturated. To mitigate such potential, the vegetation cover beyondd the construction limits should be maintained and disturbed unpaved areas should be re- vegetated after completion of grading work.Concentrated stormwater should not be discharged onto the ground, and spoil soils and yardwaste should not be disposed of within the sittormwater over impervious surfaces, such as roofs and paved driveways, should be ca•tured an. • ' • • - • ■•• - . - r or a suitable stormwater disposal facility) Seismic Hazard The Puget Sound region is in an active seismic zone. The site is underlain at shallow depths by dense to very-dense silty, fine sand or hard fine sandy silt to clayey silt soils of high shear strength. These competent soils and the gentle to moderate terrain of the site should make it rather unlikely for such seismic hazard as liquefaction or soil lateral spreading to occur on the site. The proposed buildings, however, should be designed for seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test pits, it is our opinion that Seismic Use Group I and Site Class D should be used in the seismic design of the proposed residences in accordance with the 2003 International Building Code (IBC). SITE PREPARATION AND GENERAL GRADING Site preparation for the construction of the residence should include clearing and grubbing within construction limits. Surficial fill, topsoil and loose and weak weathered soils should be completely stripped within driveways, building pads and in other areas subject to traffic and/or 4P structural load. The exposed soils should be compacted to a non - yielding state with a vibratory LIU & ASSOCIATES, INC. the site. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 8 mechanical compactor and proof - rolled with a piece of heavy earthwork equipment operated on The on -site soils contain a high percentage of fines and are sensitive to moisture. A layer of clean quarry spalls should be placed over excavated areas and areas of frequent traffic, as required, to protect the subgrade soils from disturbance by construction traffic. Silt fences should be erected along the downhill boundaries of the site to prevent sediments being transported by storm runoff onto adjoining properties or the street. The bottom edge of the silt fence should be embedded in a trench and ballasted with crushed rock or gravel. EXCAVATION AND FILL SLOPES Under no circumstance should excavation slopes be steeper than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet in height should be no steeper than 1 H:1 V in the surficial fill, topsoil and loose and weak weathered soils, and should be no steeper than 1 /2H:1 V in the underlying dense to_very-dense silty fine sand or the hard fine sandy silt to silt soils. Permanent cut banks should be no steeper than 2H: l V in the surficial fill, topsoil and loose and weak weathered soils, and no steeper than 1-3/411: 1V in the dense to very-dense silty fine sand or the hard fine sandy silt to silt soils. The soil units and the stability of cut slopes should be observed and verified by a geotechnical engineer during excavation. Permanent fill embankments required to support structural or traffic loads should be constructed with compacted structural fill placed over proof - rolled, undisturbed, dense to very -dense silty fine sand or the hard fine sandy silt to silt soils after the unsuitable surficial soils are stripped. LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 9 Permanent fill to be placed over slopes steeper than 20 percent grade should be retained i;. structurally. Sloping ground exceeding 20 percent grade over which fill is to be placed should be benched with vertical steps no more than 4 feet high after stripping of unsuitable surficial soils. The slope of permanent fill embankments should be no steeper than 2H:1 V. Upon completion, the sloping face of permanent fill embankments should be thoroughly compacted to a non- yielding state with a hoe -pack. The above recommended cut and fill slopes are under the assumption that groundwater seepage will not be encountered during construction. If encountered, the construction work should be immediately halted and the slope stability re- evaluated. The slopes may have to be flattened and other measures taken to stabilize the slopes.(Storm runoff should not be allowed to flow uncontrolled over the top of cut or fill slopes. One or multiple lines of interceptor trench drains should be installed, as required, on the uphill side of the areas to be graded to intercept and safely drain away surface runoff and near - 'surface groundwater flow) Permanent cut slopes or fill embankments should be seeded and vegetated as soon as possible for erosion protection and long -term stability, and should be covered with clear plastic sheets, as required, to protect them from erosion by stormwater until the vegetation is fully established. STRUCTURAL FILL Structural fill is the fill that supports structural or traffic load. Structural fill should consist of clean soils free of organic and other deleterious substances and with particles not larger than four inches. Structural fill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soils that enable the soils to be compacted to the highest dry density for a given compaction effort. LIU & ASSOCIATES, INC. The on -site fine sandy silt to silt soils are not suitable for use as structural fill, while the silty sand to clean sand soils contain a high percentage of fines and may be used as structural fill only under fair weather condition when its moisture content can be controlled to close to its optimum moisture content. Imported material for structural fill should be clean, free - draining, granular soils containing no more than 5% by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve and should have individual particles not larger than four inches. /i Imported structural fill ... should be stockpiled and covered separately from the on -site soils. Structural fill should be placed in lifts no more than 10 inches thick in loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM D1557 (Modified Proctor Method) as follows: July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 10 C Application % of Maximum Dry Density Within building pads 95% Roadway /driveway subgrade 95% for top 2 feet and 90% below Retaining wall backfill 90% Utility trench backfill 95% for top 4 feet and 90% below BUILDING FOUNDATIONS Conventional footing foundations may be used for supporting the proposed residential buildings to be constructed on the site. The footing foundations should be placed on or into the underlying, undisturbed, dense to very-dense silty fine sand, or the hard fine sandy silt to silt soils, or on structural fill constructed over these competent basal soils. To reach these competent soils, excavation to about 3 to 5 feet below the existing grade will be required... Water should not be LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 11 allowed to accumulate in excavated footing trenchesDisturbed soils in footing trenches should be completely removed down to firm native soils prior to pouring concrete f the footings. If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: • The allowable 'soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 3,000 psf. The footing bearing soils should be verified on -site by a geotechnical engineer after the footing trenches are excavated and before the footings poured. • The minimum depth to bottom of perimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. • The minimum width should be no less than 16 inches for continuous footings, and no less than 24 inches for individual footings. A one -third increase in the above recommended allowable soil bearing pressure may be used when considering short transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above, we estimate that the maximum total post - construction settlement of the buildings should be 3/4 inch or less and the differential settlement across building width should be 1/2 inch or less. Lateral loads on buildings can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free - draining, compacted structural fill. We recommend that an equivalent fluid density (EFD) of 325 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 - - Page 12 resistance. The above passive pressure assumes that the backfill is level or inclines upward away from the foundations for a horizontal distance at least twice the depth of the foundations below the final grade. A coefficient of friction of 0.60 between the foundations and the subgrade soils may be used. The above soil parameters are unfactored values, and a proper factor of safety should be used in calculating the resisting forces against lateral loads on the buildings. BASEMENT AND RETAINING WALLS Basement and retaining walls should be supported by footing foundations constructed on undisturbed, dense to very-dense silty fine sand or hard fine sandy silt to silt soils. The footing foundations should be designed based on an allowable bearing capacity not to exceed 3,000 psf. Basement walls restrained horizontally at the top are considered unyielding and should be designed for a lateral soil pressure under the at -rest condition; while retaining walls free to move at the top should be designed for active lateral soil pressure. We recommend that a lateral soil pressure of 40 and 55 pcf EFD be used for the design of foundation walls with level /descending backslope and rising backslope, respectively; and 35 and 50 pcf EFD for retaining walls with level /descending backslope and rising backslope, respectively. To counter the active soil or at- rest pressure, a passive lateral soil pressure of 325 pcf EFD may be used, except that the passive pressure within the top 12 inches of the finish subgrade should be ignored. The above passive pressure assumes that the backfill is level or inclines upward away from the walls.`The above lateral soil pressures are under the assumption that groundwater behind the walls is fully drained To resist against sliding, the friction force between the footings and the subgrade soils may be calculated based on a coefficient of friction of 0.60. The above soil parameters are ultimate values, and proper factors of safety should be used in the design of the basement and retaining walls against sliding and overturning failures. LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 Page 13 A vertical drainage blanket consisting of at least 12- inch -thick free-draining pea gravel or washed gravel should be placed against foundation and retaining walls to prevent accumulation of groundwater behind and buildup of hydrostatic pressure against the walls. The remaining backfill should consist of structural fill constructed per recommendations in the STRUCTURAL FILL section of this report. The top 12 inches of backfill should consist of compacted, clean, on- site soils. The backfill material for the foundation and retaining walls should be compacted with a hand - operated compactor. Heavy compaction equipment should not be allowed closer to the walls than a horizontal distance equal to the wall heights. footing drain, as recommended in the DRAINAGE CONTROL section of this report, should also be provided for foundation and retaining walls SLAB -ON -GRADE FLOORS Slab -on -grade floors, if used, should be placed on firm subgrade prepared as outlined in the SITE PREPARATION AND GENERAL EARTHWORK and the STRUCTURAL FILL sections of this report. Where moisture control is critical, the slab -on -grade floors should be placed on a capillary break which is in turn placed on the compacted subgrade. The capillary break should consist of a minimum 4- inch -thick layer of clean, free - draining, 7/8 -inch crushed rock, containing no more than 5 percent by weight passing the No. 4 sieve. A vapor barrier, such as a 6 -mil plastic membrane, may be placed over the capillary break, as required, to keep moisture from migrating upwards. ROADWAY PAVEMENT Performance of roadway pavement is critically related to the conditions of the underlying subgrade. We recommend that the subgrade soils within the roadways be treated and prepared as described in the SITE PREPARATION AND GENERAL EARTHWORK section of this report. Prior to placing base material, the subgrade soils should be compacted to a non - yielding state LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077.. Page 14 with a vibratory roller compactor and proof - rolled with a piece of heavy construction equipment, such as a fully loaded dump truck. Any areas with excessive weaving or deflection should be over - excavated and re- compacted or replaced with a structural fill or crushed rock placed and compacted in accordance with the recommendations provided in the STRUCTURAL FILL section of this report. We recommend that a 6 - inch - thick minimum, compacted, crushed rock base (CRB), consisting of 7/8- inch -minus crushed rock, be used for the roadway. Such crushed rock base may be replaced with a 2 -to -3 -inch layer of leveling course consisting of 7/8 -inch crushed rock if the roadways are to be based on cut into undisturbed, dense to very-dense silty fme sand or hard fme sandy silt to clayey silt soils. The crushed rock or subgrade base should be overlain with a 3 -inch asphalt treated base (ATB) topped by a 2- inch -thick Class B asphalt concrete (AC) surficial course. DRAINAGE CONTROL Building Footprint and Driveway Excavation Groundwater seepage may be encountered in building and driveway footprint excavation, especially if the excavation is to be carried out in the wet winter monthsEIf encountered, the bottom of building and driveway footprint excavation should be sloped and ditches excavated along the bases of the cut banks to direct runoff and groundwater into a sump pit from which water can be pumped into the a storm sewer or a suitable stormwater disposal facil A layer of 2 -inch crushed rock should be placed over undisturbed subgrade soils supporting footings and on - grade slabs, as required, to protect the soils from disturbance by construction traffic. LIU & ASSOCIATES, INC. and surface stormwater drain systems, to discharge into a storm sewer or a suitable stormwater disposal facility) LIU & ASSOCIATES, INC. July 5, 2005 Proposed 4 -Lot Residential Development L &A Job No. 5A077 Page 16 FEASIBILITY OF ON - SITE STORMWATER INFILTRATION The silty fine sand to find sandy silt to clayey silt soils found underlying the site contains a high percentage of fines and are dense to very-dense or very-stiff to hard in their undisturbed natural state ..There soils are of extremely low permeability and, in our opinion, will not be able to support on -site infiltration systems for disposing stormwater. LIMITATIONS RISK EVALUATION STATEMENT The site is underlain by dense to very -dense silty fine sand and hard fine sandy silt to clayey silt soils at shallow depths. These soils are of high shear strength and have good resistance against deep - seated slope failures. The key to maintain site stability is to have proper and adequate erosion and drainage controls. It is our opinion that if the recommendations in the report are fully implemented and observed during construction, the areas disturbed by construction will remain stable. In our opinion, the risk of damage to the proposed development and from the development to adjacent properties from soil instability should be minimal. This report has been prepared for the specific application to this project for the exclusive use by Mr. Kevin Do and his associates, representatives, consultants and contractors. We recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. LIU & ASSOCIATES, INC. Six plates attached July 5, 2005 Proposed 4 -Lot Residential Development L&A Job No. 5A077 _ Page 17 Our recommendations and conclusions are based on the geologic and soil conditions encountered in the test pits, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. The actual subsurface conditions of the site may vary from those encountered by the test pits. The nature and extent of such variations may not become evident until construction starts. If variations appear then, we should be retained to re- evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding further with the construction. CLOSURE We are pleased to be of service to you on this project. Please feel free to call us if you have any questions regarding this report or need further consultation. !EXPIRES 7 / 171 7p p 7 - •• Yours very truly, LIU & ASSOCIATES, INC. LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer S PL 23 151 S 152ND ST S 152ND PL 4 ST vi c‘13\f 153RD 640 • KTUA • • 151ST S S 156T4 PROJECT SITE 5 124T 138TH LAN SION 13STH LIU & ASSOCIATES, INC. - Geotechnical Engineering Engineering Geology • Earth Science _ . .. . TH RI ;L r NT( Arm VICINITY MAP 4-LOT RESIDENTIAL DEVELOPMENT 136XX MacADAM ROAD SOUTH TUKWILA, WASHINGTON JOB NO. 5A077 I DATE 6/21/2005 PLATE 1 • ■ 2 8*-12* CHERRIES E--- ASPHALT EDGE PHA LINE. GOVT LOT 1 280.71 •833 "5:7 1321.37 (CAL END OF IS '± S. OF PR.: 2 LIN 6 0 181 30' to co Ts) to -- CT •tr 30' 0 Si to to PS) 0 N 30• T.3 CO Oa CO IRGEND: 0 SANITARY SEWER MANHOLE CD CATCH BASIN F7RE HYDRANT ED WATER VALVE CEO WATER METER @ CULVERT 3C UTILITY POLE I N. UNE, S.E. 1/4, SEC. i., T:..3N., R4E. 587 . 4755r 1321:48 (CALC PEC.) 43'7 N88 33 5211 276 .16 ' \ E OF D EI15 \ ;1- AR S. 1367: Si TL 152304- APPROX. 5Z SLOPE AREA (APPROX. AREA = 6058 SF) NOTE: SLOPE AREA DETERMINED BY COMPUTER GENERATED CONTOURS. RESULTS MAY VARY. NO 40% SLOPES FOUND TO BE on—sirr 731 • t‘: . ,. ..- \.. UTILITY SiRUCTURE: 11: SSMH RIM = 305.05 12: SSMH RIM = 301.41 If PVC N.- 290.46 If PVC S.- 290.51 13: SSMH RIM = 267.50 8" PVC N.= 260.50 8" PVC W.= 260.60 Cr PVC E= 260.10 IT .3 15: CB RIM = 299.05 12 CONC. S.= 297.35 if CONC. N.= 296.85 /6: I.E. if RCP = 293.41 /7: I.E. If RCP = 293.51 /8: I.E. 12 RCP = 300.63 26 HOL'SE r ‘‘, rG / 1. ' • TL g 15230 z —1 CL 0 0 0 z 0 1:= 0 0 z z , a- 0 w Ui H 0 z uJ CO w H 0 I— D Z O 0 0 0 < Z O E o 2 < < • — < < -- crs CD 2 D t__ UNIFIED SOIL CLASSIFICATION SYSTEM - MAJOR DIVISIONS • GROUP SYMBOL GROUP NAME COARSE- GRAINED SOILS MORE THAN 50°4 RETAINED ON THE NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO.4 SIEVE CLEAN GRAVEL GW WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL!, . GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSING NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY - GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE- GRAINED SOILS MORE THAN 50% PASSING ON THE NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILTY AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC 'OH ORGANIC SILT, ORGANIC S.LT HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488 -83. 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED ON ASTM D2487 -83. 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE BASED ON INTERPRETATION OF BLOW -COUNT DATA, VISUAL APPEARANCE OF SOILS, AND /OR TEST DATA. SOIL MOISTURE MODIFIERS: DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO THE TOUCH SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY MOIST - DAMP, BUT NO VISIBLE WATER VERY MOIST - VERY DAMP. MOISTURE FELT TO THE TOUCH WET - VISIBLE FREE WATER OR SATURATED, USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science UNIFIED SOIL CLASSIFICATION SYSTEM PLATE 3 Depth ft. USCS CLASS. Soil Description Sample No. W % Other Test — 1 OL Brush and young alder trees on surface Dark brown, soft, organic, fine sandy SILT, with fine roots, wet _ 1 SM \ (TOPSOIL) _J 2 ML Brown, loose to medium - dense, silty fine SAND, moist r _ _ 3 — 2 Light -brown to light -gray, very-stiff to hard, SILT to fine sandy SILT, with occasional cobble, moist ' "I 4 _ — gravel, moist 5 3 6 4 _ .. 7 5 — SM Brown, dense to very- dense, silty fine SAND, trace gravel, moist to 8 very moist 9 — 6 _ — Test pit terminated @ 8.5 ft, trickle groundwater seepage _ 10 7 (about 0.75 gpm) encountered at 7.3 ft. Depth ft. USCS CLASS. Soil Description Sample No. W % Other Test OL Brush on surface _ 1 Dark- brown, soft, organic, fine sandy SILT, with fine roots, wet __% (TOPSOIL) _- 2 ML Light -brown to light -gray mottled, very-stiff, fine sandy SILT, trace _ — gravel, moist 3 4 _ .. 5 — SM Brown, dense to very- dense, silty fine SAND, trace gravel, moist to very moist — 6 — 7 8 9 10 11 Test pit terminated @ 9.5 ft, trickle groundwater seepage _ _ (about 0.75 gpm) encountered at 7.3 ft. 12 Loaned By: JSL Loaded Bv: JSL — �1"EST PIT NO. 1 Date: 6/27/2005 TEST PIT NO. 2 Date: 6/27/2005 LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science Ground El. 266.8' ± - Ground El. 264.3' ± TEST PIT LOGS 4 -LOT RESIDENTIAL DEVELOPMENT 13604 MacADAM ROAD SOUTH TUKWILA, WASHINGTON JOB NO. 5A077 DATE 7/4/05 I PLATE 4 Depth ft. USCS CLASS. Soil Description Sample No. w % Other Test OL Brush and young alder trees on surface . — 1 Dark - brown, loose, organic, silty fine SAND, with fine roots, wet _ \ (TOPSOIL) 2 • SM Light- brown. loose to medium- dense, silty fine SAND. moist 3 — 4 _ ML _ — 5 ML Light - gray, very SILT to clayey SILT in 1 to 3 inch bedding, trace gravel, moist ■ 6 — 7 — 6 II — 7 — 8 9 9 _ — 10 10 _ — Test pit terminated @ 9.0 ft, groundwater not encountered. 11 Depth ft. USCS CLASS. Soil Description Sample No. W % Other Test OL Brush on surface _ 1 Dark- brown, loose, organic, silty fine SAND, with fine roots, wet _ (TOPSOIL) 2 — SM Light- brown, loose to medium- dense, silty fine SAND, moist 3 — 4 _ ML Light -gray, very-hard, SILT to clayey SILT in 1 to 3 inch bedding, _ 5 trace gravel, moist . — 6 7 8 9 _ Test pit terminated @ 7.7 ft, groundwater not encountered. 10 Logged By: JSL TEST PIT NO. Date: 6/27/2005 Loaned By: JSL TEST PIT NO. Date: 6/27/2005 3 4 Ground El. 265.8' ± Ground El. 272.0' ± LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science TEST PIT LOGS 4 -LOT RESIDENTIAL DEVELOPMENT 13604 MacADAM ROAD SOUTH TUKWILA, WASHINGTON JOB NO. 5A077 ( DATE 7/4/05 PLATE 5 Depth ft. USCS CLASS. _ Soil Description Sample No. W % Other Test _ 1 — 2 — 3 4 5 _ 6 = 7 — -- -t 2- inch -minus gravel, loose � — . 1 _ _ 2 3 _ _ 4 — 5 OL — Dark - brown, loose, organic, slightly silty, fine SAND, with fine roots, (TOPSOIL) ___/- Dark- brown, loose, organic, slightly silty, fine SAND, trace gravel, moist (TOPSOIUFILL) ML ` moist Light -brown to light -gray, stiff to very-stiff, fine sandy SILT, moist SP SM Brown, very dense, silty, fine to medium SAND, trace to some gravel and occasional cobble, moist B 9 10 OL Dark - brown, loose, organic, silty fine SAND, with fine roots, moist (relic TOPSOIUFILL) Test pit terminated @ 7.5 ft, groundwater not encountered. Depth ft. USCS CLASS. .. - Soil Description Sample No. W % Other Test OL Grass on surface - 1 _ _ 2 3 _ _ 4 — 5 SM Dark- brown, loose, organic, slightly silty, fine SAND, trace gravel, moist (TOPSOIUFILL) Brown, loose, slightly silty, fine SAND, trace gravel, moist (FILL) SP Brown to gray, loose to medium - dense, fine to medium SAND, trace to some gravel, with fragments of mortar pipe and plastic sheet, moist (FILL) 6 _ _ 7 OL Dark - brown, loose, organic, silty fine SAND, with fine roots, moist (relic TOPSOIUFILL) _ B 9 _ 10 ML Light- brown, very-stiff, fine sandy SILT, moist — 11 — 12 Test pit terminated @ 10.0 ft, groundwater not encountered. Logged By: JSL TEST PIT NO. 5 Loaned By: JSL Date: 6/14/2005 TEST PIT NO. 6 Date: 6/27/2005 LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science Ground El. 282.0' ± Ground El. 279.3' ± TEST PIT LOGS 4 -LOT RESIDENTIAL DEVELOPMENT 13604 MacADAM ROAD SOUTH TUKWILA, WASHINGTON JOB NO. 5A077 DATE 7/4/05 PLATE &s, onsulting August 18, 2005 Mr. John Rutland, Planner/Project Manager Cramer Northwest 945 N. Central, Ste # 104 Kent, WA 98032 RE: Wetland and Drainage Corridor Site Inspection 13604 Macadam RD. S. Tukwila, WA, 98168 Parcel Number 15230 -9014 Dear Mr. Rutland, Following your request H & S Consultants has completed an onsite assessment of the Do Property located at 13604 Macadam Rd. S, City of Tukwila (parcel # 1$2304 -9014) Washington (Figure 1). Onslte assessment followed the established criteria and. methods as defined within the Corps of Engineers Wetlands Delineation Manual (1987 Manual), the Washington State Wetlands' Identification and Delineation Manual (Wash. Manual), City of Tukwila Title 18, and the Washington Department of Natural Resources (WDNR) Forest Practice Rules. I conducted the delineation March, 2004. The site consists of a single-family residence in the west, with the eastern portion vacant. The site slopes to the east throughout, and appears to have been filled and terraced for construction of the original homesite. . BACKGROUND INFORMATION National Wetland Inventory lMapping The National Wetland Inve tory (NWI) mapping completed by the U.S. Fish and Wildlife Service was reviewed as a prt of this assessment (Figure 2). This mapping resource did not identify any wetlands within, .1r adjacent to, the project site. King County Wetland Invenkory The King County Wetland Inventory was reviewed as a part of this assessment (Figure 1). This mapping resource did nc$t identify any wetlands within, or adjacent to, the project site. PL O. Box 731695 • Puyallup WA 98373 (25) 732 -6515 mheckert@gwestnet City of Tukwila Wetland Mapping The City of Tukwila wetland inventory was reviewed as a part of this assessment. This resource did not identify any features on the project site. The City inventory did identify a drainage (Southgate Creek) "scuffing offsite south and east of the project site. Soil Mapping The soil- mapping inventory mpleted by the Soils Conservation Service was reviewed as a part of this assessment. Thi mapping identified the soils generally throughout the project site as Alderwood gravelly sandy oam (AgC). Alderwood soil is moderately well drained, formed in glacial till, and is not listed as rhydric.° City of Tukwila Title 18, ZONING 18.45.100 Watercours A. WATERCOURSE RA functions and are rated as 1. Type I Watercourse: W 9038. These watercourses shall 2. Type 2 Watercourse: intermittent flows and su 3. Type 3 Watercourse: Tb salmonid fish. 4. Type 4 Watercourse: Tb by salmonid fish. Designations and Ratings GS — Watercourse ratings are based on the existing habitat lows: arses inventoried as Shorelines of the State, under RCW regulated under TMC 18.44, Shoreline Overlay. Those watercourses that have perennial (year - round) or sahnonid fish use. watercourses that have perennial flows and are not used by se watercourses that have intermittent flows and are not used B. WETLAND ,RATINGS - Wetlands shall be designated Type ,1, Type 2 or Type 3 as listed below: 1. Type 1 wetlands arc those wetlands that meet any of the following criteria! a. The wetland is c by the presence of species listed by the federal government or State as dangered or threatened, or the presence of critical or outstanding habitat for the species; • b. The wetland has 40-60' permanent open water in dispersed patches with two or more classes of vegetation; c. The wetland is equal to Tr greater than five acres in size and has three or more wetland classes, one of w hich may be substituted by permanent or open water; or d. The wetland is docume�n¢ted as regionally significant waterfowl or shorebird areas by the State Department of Fish and Wildlife. 2. Type 2 wetlands are th wetlands that meet any of the following eriteria: a. The wetland is equal to r greater than one act in size; b. The wetland has three II more wetland classes and is less than 5 acres; c. The wetland is charact rized by the presence of nesting sites for priority species as listed by the Washington S Department of Fish and Wildlife; or d. The wetland is hydro ogically connected (non - isolated) to a Type 1 or Type 2 watercourse. 3. Type 3 wetlands are those wetlands that are greater than 1,000 square feet and less than one acre in size with two or fewer wetland classes. 31208 Do Tukwila 2 C. WETLAND BUFFERS r A buffer area shall be established adjacent to designated wetland areas. The puzposd of the buffer area shall be to protect the integrity, functions . and values of the wetland area. Any land alteration must b? located out of the buffer areas as required by this section. Wetland buffers are intended in general to: 1. Minimize long-term im cts of development on properties containing wetlands; 2. Protect wetlands from ease impacts during development; 3 ; Preserve the edge of the etland and its buffer for its critical habitat value; 4. Provide an area to banks, to absorb ovorfow during high water events and to allow for slight variation aquatic system boundaries over time due to hydrologic or climatic effects; 5. Reduce erosion and increased surface water runofly 6. Reduce loss of or damage to property 7. Intercept fine sediments from surface water runoff and serve to minimize water quality impacts; and 8. Protect the sensitive areal from human and domestic animal disturbances. An undisturbed sensitive area or buffer may substitute for the yard setback and landscape E. WETLAND BUFFER " — The following standard buffers shall be established from the wetland edge: 1. Type -1 Wetland; 100 foot buffer. 2. Type 2 Wetland; 80-foot buffer. 3. Type 3 Wetland; 50 400 buffer. ONSITE EVALUATION • Criteria for Wetland Identififation Wetlands are transitional areas between aquatic and upland habitats. In general terms, wetlands are lands where the extent and duration of saturation with water is the primary facto? determining the nature of soil development and the types of plant and animal communities livipg in the soil and on its surface (Cowardin, et al., 1979). Wetlands are generally defined within land use regulations as "areas that ar inundated or saturated by surface or groundwater El a frequency and duration sufficient to sup rt, and that under normal circumstances do support, la prevalence of vegetation typically adapte4 for life in saturated soil conditions" (1987 Manual). Wetlands exhibit three essential characteristics, all of which must be present for an area to meet the established criteria with n the Wash. Manual and the 1987 Manual. These essential characteristics are: 1. Hydrophytic Veg�tion: A predominance of plants that are typically adapted for life in saturated soils. 2. Hydric Soil: A soil that is saturated, flooded, or ponded long enough during the growing season to 41evelop anaerobic conditions in the upper horizons. • 3, Wetland Hydro! : Permanent or periodic inundation, or soil saturation to the surface, at least se sonaliy. 031208 Do Tukwila 3 • HYDROLOGY: No find Offsite Wetlands: An area pa City of Tukwila wetland. This Onsite assessment was com defined within both the Was WDNR Forest Practice Rules the established criteria for d es Offsite Streams: Southgate boundaries of the site The s extensively culverted upstrea flow. The stream gradient in I provide habitat for salmonid various data sources queried. Due to the absence of salmo a City of Tukwila Type 3 W feet, as measured perpendi on the project site. Evaluation Methodologies Onsite assessment was comOleted on March 15, 2004. This assessment covered the entire project site and followed the rnethodologies and procedures defined in the 1987 Manual, the Wash. Manual, City of Tukwila Title 18, and the WDNR Forest Practice Rules. Field Observations The site is bounded on the st by Macadam Rd. S., on the north by S. 136 Street, and on the west and south by single - mily residential development, and on the east by 110 Ave. SE. The project contains a single -amity house in the western portion of the site. • VEGETATION: The project site slopes to the east throughout. The site contains a monotypic stand of Himalayan blackberry (Rubus ermenlacus) throughout the unoccupied portion of the site. This plant community was identified as nonrhydrophytic in character (Le. typica of uplands). • SOILS: As identified a several sample plots throughout the site, the soil is e very mixed gravelly loam to grave y sandy loam and did not exhibit redoximorphic features. Field indicators of wetland h rology are also absent. FINDINGS AND CONCLUSIONS cation of surface hydrology occurs on the project site. ralleling the south border of the site exhibited characteristics of a area exhibited wetland vegetation, and apparent hydrology. leted on March 15, 2005 following the methods and procedures . Manual, the 1987 Manual, City of Tukwila Title 18, and the This assessment identified NO area onsite that met all three of ignation as "wetland." Creek occurs approximately 150 ft. from the east and south ream has apparently been altered by the 1 -5 road Co idor, and is m and downstream of the site, and appears to halve seasonal h is area is approximately 20%. The stream does NOT appear to and no indication of salmonid utilization has been noted in id utilization, this stream meets the criteria for catecorization as : ercourse. The standard buffer for a Type 3 Watercourse is 80 fi lar to the stream edge. No area of the stream or buffer occurs :031208 Do ia 4 Respectfully Submitted, Mark Heckert Attachment: Figure 1, Vicin' and KC Wetlands Map Figure 2, NWI etlands Map Offsite Wetlands: The wetland area roughly paralleling the south border of the :s fie exhibited characteristics of a City of Tu 'la wetland utilizing offsite assessment procedure. This area exhibits wetland vegetation, a apparent hydrology. This wetland is apparently hydrologically connected to Southgate Cree (Type 3 Watercourse). This wetland is greater tha 1,000 square feet, less than one acre in size, and is NOT connected to a Type 1 or T 2 Watercourse, therefore meeting the criteria for categorization as a City of Tukwila Type 3 etland. The standard buffer for a Type 3 Wetland 50 feet, as measured perpendicular to th wetland edge. A small area of the wetland buffer opcurs on the south boundary of the project ite. •I Thank you for allowing H & S the opportunity to assist with this project. Should ybu have any questions or require additiona assistance please contact me. Selected Paroels County Soundasy I_ Streets mews ROWS I`1 h end D eh r • ' OOO / 2G,i tX323 f • maacen ? � i r J ` / 2 e19200D27 % 20 i N= 1 20o0 a0 7347600410 doh' 7347600010 S 13ZTH Legend VV6d%tm Nmb' sk SAO Stream 0=1 _ Onms2 Parana( Coen 2 514;iQ1d Clan 3 Laker and tame Rlvets 9BT30000Ja 1 i i f 1 ( I X125 3673aoo 7' 54721:00111 tO a 1 6 873000139 I ; r j” 0673000155 I Stf3Oa160 i F 5673000145 1 I , + I L 1 r 142014 1523049192 152304904T 1823040015 0 Laat A4. • • 1 184M. � f Stnaans SAO Welland I .7 i 1 0003000016 � r I I II 1 I I I I 4 0=34082 1 f Figure 1. Do Parcel Parcel # 1523049014 Site vicinity and Wetladds mapping King County PP g Kathryn Devlin - Do - 4 Lot Short Plat -' 04 -048 From: David McPherson To: Kathryn Devlin Date: 4/20/05 12:32PM Subject: Do - 4 Lot Short Plat - L04 -048 Kathryn, I meet with Mr. Do and John Rutland, Cramer NW - today 4/20/05 at PW. Mr. Do signed w /Notary the SAO Holdharmless Agreement and we discussed what they needed to get completed for Public Works, including the Geotech Evaluation_ We can talk about the meeting, when you get back. David -C? Page 1 From: "John Rutland" <john @cramernw.com> To: "Kathryn Devlin" < kdevlin @ci.tukwila.wa.us> Date: 4/11/05 2:29PM Subject: Re: Meeting with staff Kathryn Devlin - Re: Meeting with star Page 1 Hi Kathryn, Just talked to Kevin about the meeting and it looks like he will be out of town. It would be most beneficial if he were there. He mentioned that he would like to reschedule for either Wed. or Thurs. this week. Please let me know if this is feasible. Thanks, John Rutland John Ori Message C From: "Kathryn Devlin" <kdevlin @ci.tukwila.wa.us> ����� To: <John @cramernw.com> Sent: Tuesday, April 05, 2005 9:46 AM Subject: Meeting with staff w � John, Until then .. . Kathryn Kathryn Devlin Assistant Planner 206 433 -7166 kdevlin @ci.tukwila.wa.us We are oin to have to look at next week to have our meeting. The engineers 9 9 9 9 in Public Works are involved in a class all day tomorrow. I will pencil in Tuesday, April 12 at 9:00 am. Let me know if this works with your schedule and if not; when? I will relax the April 14 deadline pending this meeting. We can settle on the complete application goal after our discussion about existing deficiencies. SUBJECT: Do — 4 Lot Short Plat 13604 Macadam Road South Permit No. L04 -048 Short Plat — L04 -048 MEMORANDUM TO: PLANNING DEPT. — Kathryn Derlin, Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: March 29, 2005 Prior to Preliminary Short Plat approval for Public Works, the following comments need to be addressed: 1. Provide geotechnical report, signed and stamped by a Washington State Licensed Geotechnical Engineer. See Public Works Bulletin no. B4 — enclosed. The report shall specifically address construction within steep sloped areas, foundation recommendations, and storm drainage (including suitability of infiltration). 2. Complete and provide results of percolation test within infiltration trench area(s) to Public Works, per KCSWM, section 5.4.1. See Public Works Bulletin no. C4 — enclosed. If infiltration is not feasible for this site, then a storm drainage system off -site shall be designed and constructed. 3. Right -of -Way shall be dedicated at the NW corner of (new Lot 1) parcel no. 152304 -9047. Existing public street, is within private property. 4. City requests dedicated of North 10 feet of new Lots 1, 2, 3, and 4, along S. 136 Street. The minimum Right -of -Way along S. 136 Street should be 40 feet. 5. Dedication of Public Right -of -Way, to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of right -of -way. 6. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 7. Verify with Fire Department if proposed houses require installation of an additional fire hydrant (or) some houses to be sprinkled. 8. Provide current Certificate of Water Availability from Water Dist. 125. Certificate in file dated 12/19/03, shows available flow is 840 gpm. Cramer NW, Inc. letter dated March 11, 2005, states flow to be 1,100 gpm. Short Plat Survey Site Map 1. Provide note on final short plat map, to comply with the Geotechnical Engineering Report, by , dated , and subsequent geotechnical reports. 2. Revise sheets 1, 2, and 3 of 3 per redlined comments — enclosed. Short Plat Site Development Plan 1. Site plan shall be revised, if storm drainage infiltration system is not suitable. Miscellaneous Comments 1. The applicant shall apply for Building and/or Public Works permits for approval. 2. All utilities including power are required to be underground, per City of Tukwila ordinance. Kathryn Devlin - Re: L04 -048 Page 1 From: Jill Mosqueda To: Kathryn Devlin Date: 3/15/05 11:45AM Subject: Re: L04 -048 WD125 provides a water availability letter. both pw and fire look at the letter. i think you don't need to get involved. L. Jill Mosqueda P.E. »> Kathryn Devlin 03/15/05 10:38AM »> Jill: Check out that letter from John Rutland dtd Mar 11. Item #3 says that KC Water District #125 has confirmed that fire flow is 1,100 gallons per minute. I just spoke w/ Russ Austin and was told that the flow is 840 q.p.m. and that "the developer will put in a new 6" main through a DE and at that time the flow will be 1,100 g.p.m. Could you enlighten me on this? Where is this DE? Is there something that the developer should provide me? My feeling is that this needs to be a real commitment and not just Rutland's proclamation. What is your experience with this? Kathryn Devlin Assistant Planner 206 433 -7166 kdevlineci.tukwila.wa.us CC: Donald Tomaso Cramer Nortwest, Inc. Surveyors *Planners `Engineers • March 1 2005 Kathryn Devlin 6300 Southcenter Boulevard, Ste# 100 Tukwila, WA 98188 RE: Kevin Do Short Plat L04- 048 Dear Mrs. Devlin: This following is a response to deficiencies found in our preliminary submittal application; 1. Civil Engineering drawings were submitted in December for 'public works review 2 Addresses will be shown upon issuance from the fire department 3 King County Water District #125 has confirmed that fire flow is 1,100 gallons per minute.: 4 Several site visits conclude that all visible hydrants have been identified, future civil drawing will provide proposed hydrants or client may propose to sprinkle future residential dwelling upon fire marshal approval. 5 Please note the building setback limits on lot layout sheet Please review the above mentioned materials resubmitted and grant preliminary approval for the Do Short Plat. If you have any questions feel free to contact me at (253) -852- 4880. Sincerely, John Rutland Cramer NW Project Manager E ? MAR 14 2005 COmutaliTY DEVELOPMENT 945 N. Central, Suite #104 Kent WA 98032 (253)852 -4880 Fax (253) 852 -4955 www.cramernw.com E -mail: cni @,cramernw.com Sincerely, Cramer Nor n est, Inc. Surveyors *Planners *Engineers December 10, 2004 Kathryn Devlin City of Tukwila Planner 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Kevin Do Short Plat L04 -048 Dear Mrs. Devlin: Please find enclosed four copies of the engineering drawings prepared by our civil engineering. We are currently awaiting an updated wetlands report to provide the building setback limits for the prepossessed subdivision. I would anticipate receiving this information within a few weeks. Once I have the required information we shall update our plat drawings and resubmit along with any additional supporting documents the City may require. If you have any questions or require any additional information please call me at (253 )-852 -4880. Thank you for your patience. John Rutland, Cramer Northwest Planner 945 N. Central, Suite #104 Kent WA 98032 (253) 852 - 4880 Fax (253) 852 - 4955 www.cramernw.com E -mail: cni renra mernw. com November 30, 2004 John Rutland 945 N Central Ave #104 Kent, WA 98032 RE: Kevin Do Short Plat L04 -048 Dear Mr. Rutland: Your application for the Kevin Do Short Plat located at 13604 Macadam was found to be incomplete on August 24, 2004. A letter was sent to you on August 24, 2004, describing the deficiencies in the application. Pursuant to Section 18.105.070(E), this application should have expired on November 22, 2004. I understand you have had a conversation with Public Works regarding the missing civil plans required for a short plat. In order to keep this application open please describe, in writing, the status of the civil plans and how much more time you will need to work on it. The mailing address is: 6300 Southcenter Blvd., Tukwila, WA 98188. If we do not receive the additional information within fourteen days of the date of this letter (December 14, 2004) the application will expire. Sincerely, - Kathryn Devlin Assistant Planner Cc: Kevin Do L04 -048 Cizy of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF INCOMPLETE APPLICATION Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Q August 24, 2004 John Rutland 945 N Central Ave #104 Kent WA 98032 RE: Kevin Do Shortplat L04 -048 Dear Mr. Rutland: P:\Kathryn \Word documents\Kevin Do Shortplat Itr.DOC NOTICE OF COMPLETE APPLICATION Your application for the Kevin Do Shortplat located at 13604 Macadam Rd. So. has been found to be incomplete on August 24, for the purposes of meeting state mandated time requirements. I will be the planner assigned to this project. The short plat has been routed to the Fire and Public Works Departments for review and comment. Additional review time will be necessary to process your permit application because the additional information requested by this letter is needed to complete the review process. Please address the following concern: 1. Please see the Complete Application Checklist and submit all items checked under Civil Plans. 2. Lot 4 exceeds 250' travel distance to hydrant shown. There should be additional fire hydrants in the area. Please show them on drawings. 3. Water Availability Certificate does not indicate Fire Flow. Please provide that information. 4. The adjacent parcel to the south has a Type 2 wetland with a 50 -foot buffer that extends onto Lots 3 and 4. A further assessment of the wetland boundary will be necessary before permitting any site development. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 433 -7166 Sincerely, Kathryn Devlin Assistant Planner cc: Engineer, Public Works Fire Prevention, Fire Department P:\Kathryn \Word documents\Kevin Do Shortplat Itr.DOC WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Kevin Do Grantee: The City of Tukwila Full Legal Description is found on Exhibit `A' of this document. Assessor's Tax Parcel ID Numbers: 152304 - 9014 v o RECEIVED AUG 0 4 2004 1 uKwiuA PUBLIC WORKS Legal Description (Abbreviated): A Portion of the NE 1 /4 of the SE 1/4, Sec. 15, T. 23 N., R. 4 E., WM. SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Kevin Do, an individual, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L03 -xxx, and/or construction permits for the Property. WHEREAS, Grantor has performed geological reports and evaluations, prepared by xxxxxxxxxxxxxx, dated xxxxxxx. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained- for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this 1 day of pi , 200 STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Bo Pre G 1 D 0 and is /are the person(s) who appeared before me, and said individual(s) acknowledged that he /she /they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated IM 4-y 7 , Zo o `l NOTARY PUBLIC STATE OF WASHINGTON TERRANCE R. WILSON My Appointment Expires May 1, 2006 Authorized :4gn Authorized Signature Tree Art c c± 12_ vJ 11. v1/4.3 Notary Public in and for the State of Washington residing at 5v -1. My appointment expires 1 i 14-'-4 1 - o ie DATED this day of , 2003. GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ) ss. County of King ) On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at EXHIBIT A LEGAL DESCRIPTION OF PROPERTY THAT PORTION OF THE SOUTH 128.5 FEET OF THE NORTH 149.5 FEET OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EAST OF THE COUNT.' ROAD, DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWEST CORNER OF TRACT 12 OF FOSTORIA' GARDEN TRACTS, THE SAME BEING ON THE EAST LINE OF COUNTY ROAD; THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 395 FEET, MORE OR LESS, TO THE EAST LINE OF GOVERNMENT LOT 1, SAID SECTION, THAT BEING ALSO THE WEST LINE OF THE STEPHEN FOSTER DONATION CLAIM NO. 38; THENCE SOUTH ALONG SAID LINE 128.5 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 413 FEET, MORE OR LESS, TO THE EAST LINE OF COUNTY ROAD; THENCE NORTH 10' EAST ALONG EAST LINE OF SAID ROAD TO THE PLACE BEGINNING; EXCEPT THE EAST 122 FEET; THEREOF. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. EXHIBIT B DEPICTION OF SENSITIVE AREAS WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Kevin Do Grantee: City of Tukwila Full Legal Description is found on Exhibit `A' of this document. Assessor's Tax Parcel ID Numbers: 152304 -9014 Legal Description (Abbreviated): A Portion of the NE %4 of the SE '/4, Sec. 15, T. 23 N., R. 4 E., WM. SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Kevin Do, an individual, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L04 -048, and/or construction permits for the Property. WHEREAS, Grantor as performed geological reports and evaluations, prepared by , dated 71 5' 05 . WHEREAS, the parties agree that this agreement constitutes an arms length, bargained- for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Authorized S6 a IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this ? q day of R , 2005. STATE OF WASHINGTON) )ss. County of King ) Aut orized ignature I certify that I know or have satisfactory evidence that Ti t.►A 1 and is /are the person( who appeared before me, and said individuals acknowledged that l&/she/they signed this instrument and acknowledged it to be.lais/her /hair free and voluntary act for the uses and purposes mentioned in this instrument. Dated P\ r 2 Zo05 Cx41 colxA0 Notary Public in and for the State pf Washington residing at 1<-i vua My appointment expires Cramer Northst Inc, Stuveyors • Planners Engineers PRELIMINARY TECHNICAL INFORMATION - REPORT • DO SNORT PLAT 13604, MACADAM RD S TUKWILA, WA 98168 KEVIN DO; 9215 `RENTON AVE: S. • SEATilt;i WA 98148 January 19, 2004 C.N.I. JOB NO _2003.106 Prepared by Larry -S. Krueger, P.E. Phone 253.852.4880 Toil Free.. 800251.0189 Fax 253 852.4955 945 N. Central Ave Suite 104 Kent, WA 98032. � y s�w ° a ° ia� ®a1►Re �a is a Visit Cramer Northwest on the web at http: %lww.cramernw:corn TABLE OF CONTENTS I. PROJECT OVERVIEW IL CONDITIONS AND REQUIREMENTS SUMMARY III. OFFSITE ANALYSIS IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPORTS AND STUDIES VII. OTHER PERMITS VIII. ESC ANALYSIS AND DESIGN IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL APPENDIX A OFFSITE ANALYSIS REPORT I. PROJECT OVERVIEW Existing Conditions: This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the western portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. Proposed Conditions: The property will be divided into four lots. The western lot will contain the existing home, while the remaining three lots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136` Street. The existing home will continue to use its existing access off of S. 136 Street. Runoff from the new homes will be conveyed through downspout dispersion trenches prior to leaving the property. Driveway dispersion will be provided for the new driveways. II. CONDITIONS AND REQUIREMENTS SUMMARY The core requirements of the King County Surface Water Design Manual (KCSWDM) have been or will be provided as follows: Core Requirement #1, Discharge at the Natural Location: The site's drainage pattern currently tends to sheet flow from the west to the east toward SR 599. The new runoff will continue to flow to the east toward SR 599, but it will be routed through dispersion facilities prior to leaving the property. Core Requirement #2, Offsite Analysis: An offsite analysis is provided in Appendix A. Core Requirement #3, Flow Control: No formal flow control facilities are required for this project. However, downspout dispersion trenches will provide flow control for the new home runoff, and driveway dispersion will be provided for the new driveways. Core Requirement #4, Conveyance System: There are no conveyance systems proposed. Core Requirement #5, Erosion and Sediment Control: An erosion and sediment control plan will be designed at a later date. Some of the anticipated ESC measures to be provided are a stabilized construction entrance, silt fence, and seeding. Core Requirement #6, Maintenance and Operations: A maintenance and operations manual will be provided at a later date. Core Requirement #7, Financial Guarantees and Liability: The owner will provide this information prior to permit issuance. Core Requirement #8, Water Quality: Water quality is not required for this project. Ill. OFFSITE ANALYSIS A Level 1 Offsite Drainage Analysis is provided in Appendix A. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN Impervious surface calculations are as follows: 3 new homes © 2164 sf = 3 new driveways (16'x42' each) = Total = 6,492 sf 2,016 sf 8,508 sf < 10,000 sf Per Section 1.1.2 of the KCSWDM, this project qualifies for Small Site Drainage Review and no formal flow control facilities are required. The three driveways total less than 5,000 sf of pollution generating surfaces. Therefore, per Section 1.2.8 of the KCSWDM, no water quality facilities are required. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN There are no conveyance systems proposed for this project. VI. SPECIAL REPORTS AND STUDIES No special reports or studies are known to exist for this project. VII. OTHER PERMITS No other permits are known to be required at this time. VIII. ESC ANALYSIS AND DESIGN An erosion and sediment control plan will be provided at a later date. IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT This information will be provided at a later date. X. OPERATIONS AND MAINTENANCE MANUAL A maintenance and operations manual will be provided at a later date. APPENDIX A OFFSITE ANALYSIS REPORT LEVEL 1 DRAINAGE ANALYSIS OF DO SHORT PLAT 13604 MACADAM RD. S. TUKWILA, WA 98168 FOR KEVIN DO 9215 RENTON AVE S. SEATTLE, WA 98118 January 19, 2004 C.N.I. JOB NO. 2003 -106 Prepared by Larry S. Krueger, P.E. TABLE OF CONTENTS I. TASK1 STUDY AREA DEFINITION AND MAPS H. TASK 2 RESOURCE REVIEW III. TASK 3 FIELD INSPECTION IV. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS V. TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK1 STUDY AREA DEFINITION AND MAPS MAPS TASK 1 STUDY AREA DEFINITION This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the western portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. The property will be divided into four lots. The western lot will contain the existing home, while the remaining three lots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136 Street. The existing home will continue to use its existing access off of S. 136 Street. Runoff from the new homes will be conveyed through downspout dispersion trenches prior to leaving the property. Driveway dispersion will be provided for the new driveways. A vicinity map, sensitive areas map, topo map, aerial photograph, and offsite drainage map can be found in the proceeding pages. 0.07 MI 13604 MACADAM RD, TUKYALA, WA 2613200047 • • 413200061 . 2613200045 .. _ 2613200065 2613200025 • -- 0 -----_, - . , 2132Q0Q49 .2613200325 ...--,--......... .." 2613211.1050 .2613260021 ( .. / 2611200046 261,3203 - ' - M1323Xfl7* ; i - 4.-. ' 26132°W 12. 413200116 • 26 026 : . 320020 174 2613200171 2613200182 \2513.203031 - „ 261=01,4, "..- 26132%029 • • ', - --- . - ......... ...., \ • ; 4132%024 2613200173 1 10 i 2613200181 „, , 2611200i83 2813200189 t : ;k4132edin ' 26432001P5 26:13.200172 ' is Ssettc,iT n47656416 734780005 rgi 7347800065 73 „, ' 7347600840 k ; 7347600115 7347E02010 1347600103 7347643115 . 734800110 : ..8 137T.H • ..... ...... 73476001 frir it 73476%250 ' 7347%0306 7347600420 ; 73476 647600410 347600240 7347600235 , 734760)225 } +7347 — ' 7347600005 °I. 7347600310 .... .... 7347600330 , 7347600407 • 2&6 King county 734 Tew: 1347600388 3292 000 Selected Features Streets Parcel SAO Stream #o/ Cars 2 Palms Clam. 2 S4 eta= 3 • 7347600335 734760 73476003t4, 7347600345 ... 3229 'DO SENSITIVE AREAS '-' • ...... ...... - fl3 WHO , 5673050090- S87306391 73800116 is673066110 ssmoD110 txpofts 5673000125 ..... 75 6673000136 . V. taideolas' 56,3060186 567)100150 —5873000155 .• rf 1 3049192 0003=18 00c000r777 1523049015 0003030082 1523049297 0003000092 0 Legend 100 Year Floodplain SAO Wetland SAO Landsbde SAO Coal IVfine SAO Seismic SAO Erosion Landslide Hazard Drainage Area Or fourn,t ...... 5673000066 maw:km 0.067rnfc TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is not located inside any basin plan areas. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: The site is not known to be located in any critical drainage areas. (FEMA) Maps: The site is located outside the 100 year flood plain. Other Offsite Analysis Reports: None were available Sensitive Areas Folio: None of the site is located in or near any sensitive area (see sensitive areas map under Task 1). DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. King County Soils Survey: This site is located outside the limits of the King County Soils Survey. However, soil tests on site show the soil to be topsoil located above silty loam. Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable. Drainage Complaints: The City of Tukwila was contacted on January 23, 2004 regarding drainage complaints. According to the City, there are no drainage complaints within the downstream analysis limits of this property. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on January 9, 2004 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile(s) from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 1998. The inspection yielded the following findings: 1. There were no existing or potential problems observed. 2. The existing drainage system capacity was adequate. However, the submerged inlet of the 24" concrete culvert that crosses under 48 Ave. South could cause problems in the future if not corrected. 3. There were no existing or potential flooding problems. 4. There were no existing or potential sedimentation problems. However, there was some scouring and bank sloughing problems observed. This was observed at the outlet end of the 36" CMP culvert that crosses under S. 136 Street, and the outlet end of the 24" concrete culvert that crosses under 48 Ave. South. 5. No significant destruction of aquatic habitat or organisms was noticeable. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on pipes, ditches, and structures. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were contacted. 10. The weather conditions at the time of the inspection were cool and cloudy. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project is located at 13604 Macadam Road in Tukwila, Washington. The property is approximately 0.81 acres. There is an existing house and lawn located in the western portion of the property. The rest of the property consists mainly of grass and brush. The existing site drainage for the property tends to sheet flow from the west to the east toward SR 599. No significant upstream runoff enters the site. The property will be divided into four lots. The western lot will contain the existing home, while the remaining three lots will contain the new homes. Access to the three new homes will be provided via residential driveways off of S. 136 Street. The existing home will continue to use its existing access off of S. 136 Street. Offsite Drainage An Off -Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least 1/4 mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. Basin: OFF -SITE ANALYSIS DRAINAGE Surface Water Design Manual, Core Requirement #2 1I tw 7a .r1 i 5 L Subbasin Name: Subbasin Number L1Table.doo 11/2192 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS Use (Draft] -(ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro LOT 1 PT.# DESCRIPTION BEARING 1091 1087 1086 44 43 1091 S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W NO2 ° 14'01 "E N10 ° 11'39 "W Cramer Northwest, Inc., {PID=CNI2 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1- (800)- 251 -0189 Fri Apr 23 12:16:25 2004 DISTANCE NORTHING EASTING ELEVATION 7649.462191 81.59 ft 7647.418154 118.50 ft 7528.940313 79.04 ft 7530.920466 96.30 ft 7627.147300 22.67 ft 7649.459423 3875.231576 3956.795968 3954.504413 3875.489221 3879.242417 3875.230177 Closing latitude = - 0.00277 Closing departure = - 0.00140 Closing bearing = N26 ° 48'18 "E Closing distance = 0.00310 Total traverse length = 398.10 (398.10) Total error of closure = 1/128361 Error of closure in latitude = 1/143814 Error of closure in departure = 1/284643 f `+ Area = 9281.82 sq.ft. � /, Area = 0.21 \128 ACRES {VAL {VAL} {DIR}. J'L < 0 4 V a J1i 1 D�,ZM�PN V r Use (Draft] -(ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro LOT 2 PT.# DESCRIPTION BEARING 1087 1088 1085 1086 1087 Closing latitude Closing departure Closing bearing Closing distance Area Area S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W N01 ° 06'29 "E Cramer Northwest, Inc., {PID =CN12 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1- (800) -251 -0189 Fri Apr 23 12:16:25 2004 DISTANCE NORTHING 7647.418206 65.71 ft 7645.772003 118.50 ft 7527.294162 65.71 ft 7528.940365 118.50 ft 7647.418206 = 0.00000 = 0.00000 = N90 ° 00'00 "W = 0.00000 Total traverse length = 368.42 (368.42) Total error of closure = 1/999999 Error of closure in latitude = 1/999999 Error of closure in departure = 1/999999 = 7786.62 sq.ft. = 0.18 \128 ACRES {VAL {VAL} {DIR}. EASTING 3956.793882 4022.483258 4020.191703 3954.502327 3956.793882 ELEVATION LOT 3 PT.# DESCRIPTION BEARING 1088 1089 1084 1085 1088 S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W N01 ° 06'29 "E Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Cramer Northwest, Inc., {PID =CN12 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1- (800)- 251 -0189 Fri Apr 23 12:16:25 2004 Use [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro DISTANCE NORTHING EASTING ELEVATION 7645.771976 4022.484331 65.71 ft 7644.125773 4088.173707 118.50 ft 7525.647932 4085.882152 65.71 ft 7527.294135 4020.192776 118.50 ft 7645.771976 4022.484331 0.00000 = 0.00000 = N90 ° 00'00 "W = 0.00000 = 368.42 (368.42) = 1/999999 = 1/999999 = 1/999999 = 7786.62 sq.ft. = 0.18 \128 ACRES {VAL {VAL} {DIR }. LOT 4 PT.# DESCRIPTION BEARING 1089 1090 37 1084 1089 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W N01 ° 06'29 "E Cramer Northwest, Inc., (PID=CNI2 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1 (800) 251 - 0189 Fri Apr 23 12:16:25 2004 Use (Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro DISTANCE NORTHING 7644.125746 4088.174780 65.70 ft 7642.479793 4153.854159 118.50 ft 7524.001953 4151.562605 65.70 ft 7525.647905 4085.883225 118.50 ft 7644.125746 4088.174780 = 0.00000 = 0.00000 = N90 ° 00'00 "W = 0.00000 = 368.40 (368.40) = 1/999999 = 1/999999 = 1/999999 = 7785.31 sq.ft. = 0.18 \128 ACRES(VAL {VAL} {DIR }. EASTING ELEVATION Use [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro DEDICATION PT.# DESCRIPTION BEARING 42 36 1090 1091 42 Area Area S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W N10 ° 11'39 "W Cramer Northwest, Inc., {PID =CNI2 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1- (800) -251 -0189 Fri Dec 12 13:41:45 2003 DISTANCE NORTHING 7659.510613 280.71 ft 7652.478112 10.00 ft 7642.479982 278.71 ft 7649.462378 10.21 ft 7659.511199 Closing latitude = 0.00059 Closing departure = - 0.00102 Closing bearing = S60 ° 07'10 "E Closing distance = 0.00118 Total traverse length = 579.63 (579.63) Total error of closure = 1/492732 Error of closure in latitude = 1/989041 Error of closure in departure = 1/568275 = 2797.10 sq.ft. = 0.06 \128 ACRES {VAL {VAL} {DIR }. EASTING 3873.424635 4154.046531 4153.853150 3875.230628 3873.423615 ELEVATION Use [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2003- 106.pro PARENT PARCEL PT.1 DESCRIPTION BEARING 42 36 37 44 43 42 S88 ° 33'52 "E S01 ° 06'29 "W N88 ° 33'52 "W NO2 ° 14'01 "E N10 ° 11'39 "W Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area DISTANCE NORTHING 7659.510613 280.71 ft 7652.478112 128.50 ft 7524.002141 276.16 ft 7530.920653 96.30 ft 7627.147487 32.88 ft 7659.508431 = - 0.00218 = - 0.00242 = N47 ° 56'33 "E = 0.00326 = 814.55 (814.55) = 1/250056 = 1/373288 = 1/336789 Cramer Northwest, Inc., {PID =CNI2 -JAO} 945 N. Central, Ste. #104, Kent, WA., 98032 If Found Please Call Us At 1- (800)- 251 -0189 Fri Apr 23 12:19:05 2004 EASTING ELEVATION 3873.424635 4154.046531 4151.561596 3875.488273 3879.241468 3873.422217 = 35437.48 sq.ft. = 0.81 \128 ACRES {VAL {VAL} {DIR }. REFERENCE NO: / Order No.: 20048149 Dated: April 5, 2004 Subdivision Guarantee GNT004 Authorized Signature "ail LandAmerica Transnation Cramer Northwest Land Surveyors 945 N. Central Ave, #104 Kent, WA 98002 Transnation Title Insurance Company Liability: Charge: Tax: Total: GUARANTEES RECEIVED 'JUL 2 oOMMTy DEEVELOPMENT 14450 N.E. 29 PI., #200 Bellevue, WA 98007 Phone: 425- 451 -7301 800 - 441 -7701 Fax: 425- 646 -0541 $10,000.00 $ 320.00 $ 28.16 $ 348.16 SUBDIVISION GUARANTEE Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. Transnation Title Insurance Company a corporation herein called the Company, Cramer Northwest Land Surveyors And Hoa Nguyen and Hoang Do the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Page 1 of 5 EXCEPTIONS: LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: SCHEDULE A c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. 2413 $56,000.00 $167,000.00 Order No.: 20048149 1. Name of Assured: Cramer Northwest Land Surveyors 2. Date of Guarantee: April 5, 2004 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Hoa Nguyen, a married woman, as her separate estate 1. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING, BUT NOT LIMITED TO, EASEMENTS OR EQUITABLE SERVITUDES; OR, (D) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B), (C) OR (D) ARE SHOWN BY THE PUBLIC RECORDS. 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 152304 9014 YEAR BILLED PAID BALANCE 2004 $2,999.89 $0.00 $2,999.89 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $2,999.89. 3. SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AS DISCLOSED BY INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 20020314002352. Subdivision Guarantee Page 2 of 5 GNT004 NOTE 2: NOTE 3: 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: HOA NGUYEN, A MARRIED WOMAN, AS HER SEPARATE ESTATE TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY BENEFICIARY: AMERICAN MORTGAGE NETWORK, INC ADDRESS: 10421 WATERRIDGE CIRCLE, #250, SAN DIEGO CA 92121 LOAN NO.: 202 - 056236 ORIGINAL AMOUNT: $187,200.00 DATED: MAY 02, 2002 RECORDED: MAY 09, 2002 RECORDING NO.: 20020509000281 5. QUIT CLAIM DEED AND THE TERMS AND CONDITIONS THEREOF: RECORDED: DECEMBER 11, 2002 RECORDING NO.: 20021211001179 GRANTOR: HOA NGUYEN GRANTEE: HOANG DO AND HOA NGUYEN NO LEGAL DESCRIPTION WAS ATTACHTED TO THE RECORDING A SINGLE FAMILY RESIDENCE KNOWN AS: 13604 MACADAM ROAD S TUKWILA, WA 98168 (END OF EXCEPTIONS) Order No20048149 6. THE LAND DESCRIBED IN THIS COMMITMENT APPEARS TO BE RESIDENTIAL IN NATURE AND MAY BE SUBJECT TO THE PROVISIONS OF R.C.W.6.13.060 (HOMESTEAD STATUTE)IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE. IF THE LAND IS OCCUPIED AS A PRIMARY RESIDENCE, ALL INSTRUMENTS CONVEYING OR ENCUMBERING THE LAND MUST BE EXECUTED BY EACH SPOUSE, INDIVIDUALLY, OR BY AN ATTORNEY -IN -FACT. IN THE EVENT THE COMPANY RECEIVES INSTRUMENTS THAT ARE NOT JOINED BY THE NON - OWNING SPOUSE WITH POSSIBLE HOMESTEAD RIGHTS, THE COMPANY MAY BE UNABLE TO RECORD OR TO INSURE THE TRANSACTION. NOTE 1: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. POR SE QTR SEC 15 T23N R4E WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: TRANSNATION TITLE 1200 SIXTH AVENUE, SUITE 100 SEATTLE, WA 98101 ATTN: RECORDING DEPT. TRANSNATION PRE - ADDRESSED ENVELOPES MAY STILL BE USED WHEN SENDING DOCUMENTS VIA TDS (TITLE DELIVERY SERVICE) TO THE ADDRESS ON THE FACE OF THE COMMITMENT COVER PAGE OR TO THE ABOVE ADDRESS. Subdivision Guarantee Page 3 of 5 GNT004 TJS Enclosures: Sketch Vesting Deed Paragraphs all recorded matters OrderNo20048149 Subdivision Guarantee Page 4 of 5 GNT004 EXHIBIT "A" Order No.: 20048149 THAT PORTION OF THE SOUTH 128.5 FEET OF THE NORTH 149.5 FEET OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 12 OF FOSTORIA GARDEN TRACTS, THE SAME BEING ON THE EAST LINE OF COUNTY ROAD; THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 395 FEET, MORE OR LESS, TO THE EAST LINE OF GOVERNMENT LOT 1, SAID SECTION, THAT BEING ALSO THE WEST LINE OF THE STEPHEN FOSTER DONATION CLAIM NO. 38; THENCE ALONG SAID LINE 128.5 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 413 FEET, MORE OR LESS, TO THE EAST LINE OF COUNTY ROAD; THENCE NORTH 10 °00'00" EAST ALONG EAST LINE OF SAID ROAD TO THE PLACE OF BEGINNING; EXCEPT THE EAST 122 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ' SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, Yens, encumbrances, adverse daims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or. (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions In patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1). (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, Yens, encumbrances, adverse daims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements, or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any Judicial or non - judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the 'Assured': the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) 'land': the land described or referred to In Schedule (A), (C) or in Part 2, and improvements affixed thereto which by taw constitute real property. The term 'land' does not indude any property beyond the lines of the area described or referred to in Schedule (A), (C) or in Part 2. nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) 'mortgage': mortgage, deed of trust, trust deed. or other security instrument. (d) 'public records': records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) 'date': the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth In Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense. as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. if the Company shat exerdse Its rights under this paragraph, it shall do so diligently. (b) If the Company sleds to exercise Its options as stated In Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees. costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, In Its sole discretion, to appeal from an adverse judgment or order. (d) in all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. It the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shalt terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers. checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy at records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or. if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of daim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the daimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the daimed loss or damage, other than to make the payment required in that paragraph shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations. at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon: or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 6. Limitation of Liability. (a) if the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method. including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) CONDITIONS AND STIPULATIONS CONTINUED (by In the event of any litigation by the Company or with the Company's consent. the Company shall have no liability for loss or damage until there has been a Final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shad not be fade for loss or damage to any Assured for iability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro Canto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured Claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shad permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation Involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, Interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the broach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is 51.000,000 or less shall be arbitrated at the option of either the Company or the Assured. Ad arbitrable matters when the amount of liability Is In excess of $1.000.000 shad be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits • court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In Interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole.' (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President. a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shalt include the number of this Guarantee and shall be addressed to: Consumer Affairs Department, P.O. Box 27567, Richmond, Virginia 23261.7567. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) THIS SKETCH IS PROVIDED, WITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT MODIFY, THE COMMITMENT OR POLICY TO WHICH IT IS ATTACHED. THE COMPANY ASSUMES NO LIABILITY FOR ANY MATTER RELATED TO THIS SKETCH,UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. SECTION: 15 TOWNSHIP: 23N RANGE: 04E Aftitri NEW LOT 1 A PORTION OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, LYING EAST OF MACADAM ROAD SOUTH DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF MACADAM ROAD AND THE SOUTH LINE OF TRACT 12 OF FOSTORIA GARDEN TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, SAID POINT BEING 11.49 PEW WEST OF THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE SOUTH 10°11'39" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 10.21 IT..hr TO A POINT 10.00 FEET SOUTH OF SAID SOUTH LINE OF TRACT 12 AND THE POINT OF BEGINNING; THENCE SOUTH 88°33'52" EAST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 71.59 FEET; THENCE SOUTH 01°06'29" WEST, PARALLEL WITH THE EAST LINE OF GOVERNMENT LOT 1, A DISTANCE OF 118.50 FEET; THENCE NORTH 88°33'52" WEST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 69.04 i't.h 1' TO SAID EASTERLY MARGIN; THENCE NORTH 02 °14'01" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 96.30 FEET, THENCE NORTH 10°11'39" WEST A DISTANCE OF 22.67 TO THE POINT OF BEGINNING. NEW LOT 2 A PORTION OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, LYING EAST OF MACADAM ROAD SOUTH DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF MACADAM ROAD AND THE SOUTH LINE OF TRACT 12 OF FOSTORIA GARDEN TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, SAID POINT BEING 11.49 OF THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE SOUTH 10°11'39" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 10.21 FEE f TO A POINT 10.00 FEET SOUTH OF SAID SOUTH LINE OF TRACT 12; THENCE SOUTH 88°33'52" EAST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 71.59 P.1' TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°33'52" EAST A DISTANCE OF 69.04 FEET; THENCE SOUTH 01°06'29" WEST, PARALLEL WITH THE EAST LINE OF GOVERNMENT LOT 1, A DISTANCE OF 118.50 FEET; THENCE NORTH 88°33'52" WEST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 69.04 PEb 1; THENCE NORTH 01°06'29" EAST A DISTANCE OF 118.50 FEET TO THE POINT OF BEGINNING. NEW LOT 3 A PORTION OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, KING COUNTY, WASHINGTON, LYING EAST OF MACADAM ROAD SOUTH DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF MACADAM ROAD AND THE SOUTH LINE OF TRACT 12 OF FOSTORIA GARDEN TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, SAID POINT BEING 11.49 FEET WEST OF THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE SOUTH 10°11'39" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 10.21 FEET TO A POINT 10.00 FEET SOUTH OF SAID SOUTH LINE OF TRACT 12; THENCE SOUTH 88°33'52" EAST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 140.63 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°33'52" EAST A DISTANCE OF 69.04 FEET; THENCE SOUTH 01°06'29" WEST, PARALLEL EL WITH THE EAST LINE OF GOVERNMENT LOT 1, A DISTANCE OF 118.50 rEtt'; THENCE NORTH 88°33'52" WEST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 69.04 Prti; THENCE NORTH 01°06'29" EAST A DISTANCE OF 118.50 FEET TO THE POINT OF BEGINNING. NEW LOT 4 A PORTION OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, LYING EAST OF MACADAM ROAD SOUTH DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF MACADAM ROAD AND THE SOUTH LINE OF TRACT 12 OF FOSTORIA GARDEN TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, SAID POINT BEING 11.49 rt.h 1' WEST OF THE SOUTHWEST CORNER OF SAID TRACT 12; THENCE SOUTH 10°11'39" EAST, ALONG SAID EASTERLY MARGIN, A DISTANCE OF 10.21 FEET TO A POINT 10.00 FEET SOUTH OF SAID SOUTH LINE OF TRACT 12; THENCE SOUTH 88°33'52" EAST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 209.67 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°33'52" EAST A DISTANCE OF 69.04 FEET TO A POINT 122.00 ff b t' WEST OF THE EAST LINE OF GOVERNMENT LOT 1; THENCE SOUTH 01°06'29" WEST, PARALLEL WITH THE EAST LINE OF GOVERNMENT LOT 1, A DISTANCE OF 118.501 t'; THENCE NORTH 88°33'52" WEST, PARALLEL WITH THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 69.04 FEET; THENCE NORTH 01°06'29" EAST A DISTANCE OF 118.50 ktra TO THE POINT OF BEGINNING. 10' DEDICATION FOR RIGHT -OF -WAY A STRIP OF LAND 10.00 IN WIDTH, THE NORTH LINE OF SAID STRIP BEING THE SOUTH LINE OF TRACT 12 OF FOSTORIA GARDEN TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON, LYING BETWEEN THE EASTERLY MARGIN OF MACADAM ROAD SOUTH AND THE WEST LINE OF THE EAST 122.00 FEET OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, KING COUNTY, WASHINGTON. &S onsulting December 15, 2003 Mr. John Rutland, Planner/Project Manager Cramer Northwest 945 N. Central, Ste # 104 Kent, WA 98032 RE: Wetland and Drainage Corridor Site Inspection 13604 Macadam RD. S. Tukwila, WA. 98168 Parcel Number 152304 -9014 Dear Mr. Rutland, I would first like to thank you for allowing H & S the opportunity to assist with your project wetland assessment needs on the Parcel # 152304 -9014 site in the City of Tukwila. I inspected the site on December 15, 2003. The site consists of a single- family residence, with the eastern portion vacant. The stream course that was the subject of your concern is Southgate Creek. This creek occurs approximately 250 ft. to the east, and parallels the 1 -5 roadbed, running roughly to the north, in proximity to the project site. It does not appear that the buffer for this creek will impinge upon the project site. However, I noted areas of possible wetlands off -site to the south and at the southeast property corner, which are hydrologically supported by road drainage from Macadam Rd. The City of Tukwila normally requires an assessment of these wetlands in proximity to the project site as a part of the permitting for the proposed site development. I would be happy to provide a proposal to address the Critical Areas concerns for this site development. Following your review of this information please contact me at 253 732 -6515 with any questions or direction. Sincerely, Mark Heckert O ttke r cr P. O. Box 731695 • Puyallup WA 98373 (253) 732 -6515 mheckert@gwest.net (360) 893 -6779 031208 Cramer Tukwila 1 July 20, 2004 Dear Jill, Jill Mosqueda, P.E. City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Sincerely, Mark Mac Donald March -Mac Donald, Inc. MARCH- MACDONALD This is just a quick note to thank you for all of your hard work on the Tukwila Short Plat project we are in the process of selling. Your professionalism is very much appreciated. RECEIVED JUL 21 2004 PUBLIC WORKS I hope you will also pass along our thanks to Jim, Laurie, Bob, and the other staff at the City who were also so helpful. P.O. BOX 737, RENTON, WA 98057 • OFFICE: 425.413.0777 FAX: 425.413.1135 FOR STAFF USE ONLY Sierra Type: P - SS Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: ote CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@a,ci.tukwila.wa.us SHORT PLAT, Fc c�� (P-SS) . , 98 � 4411 ne APPLICATION NAME OF PROJECT/DEVELOPMENT: CITY of TUKWILA suof.T PLA-T Quarter: SE Section: / r Township: 2:5 Range: `f (This information may be found on your tax statement) Name: 5o1►.r, Qiv t- \a x+l G: APPHAN \LANDUSE.APP\SHTPLTPT.doc. 11/04/03 Foy, 'kE t.tn✓ LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. S v b j e _ c A Q o ?co- r 43 3 k4 131,04 MACH- A*1 RR 5. L oe o &. J t-�•c Iorltxsec -4;•a» or in Ac*P*)'1 ts. s.. 4"4. S. Me TN 5 .. sTR 15290`4 TA .Lor / S2.3oc -t - 6.o t'4 t'PI 7 r O Nc//48E4' 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. Address: qKT N C E x11M-(- /WE. # - 104 ICE &Mt- 9 tso3 Z Phone: 253? . X52 — MSt° FAX: C t 5 3) t52 — y Stir E - mail: ,oh.v. crew, e..r v+ty . GO r►� Signature: t i c..n‘-) Date: 20 ■ExisE( Zoo 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: tukplan(ici.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. 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, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 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 K ►T SUBSCRIBED AND SWORN TO BEFORE ME ON THIS NOTARY PUBLIC STATE OF WASHINGTON TERRANCE R. WILSON My•.Appolntnlent Expires May 1, 2006 (city), VJA (state), on t1ft■/ 20 b`t Mizi-Ag 7 >) (Print Name) ���� M C (� I 'yy 3W I1rt w) A. (Address) •20b %-{ 1- %7'7O (Phone Number) DAXOF MA1 uu (Signature) On this day personally appeared before me noA1J G' I-I • DI 0 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. OTARY PUBLIC in and for the State of Washington siding at Sr-A Irk e' y Commission expires on o t-1f 1 ' L p („ 20 04 Hoa Nguyen Address 13604 MacAdam Rd City, State, Zip Tukwila, WA 98168 'x 0020 090002 9 1157:r E1884514 PAGE 11111 OF S!2 505786bu '{0() -io i5 Reference# (If app ice e)1/40 Grantor(s) (1) Cook Darlene B (2) Grantee(s) (1) Nguyen Hoa (2) Addit Grantor(s) on pg Addit Grantee(s) on pg Legal Description(abbr ) PTN OF THE SE 1/4 OP STR 15- 23N -04E Addit legal(s) on pg Assessor's Tax Parcel ID# STATUTORY WARRANTY DEED THE GRANTOR Darlene e. Cook, a married woman as bar separate estate, for and in consideration of TEN AND NO/100 DOLLARS AND OTHER VALUABLE CONSIDERATION, in hand paid, conveys and warrants to Boa Nguyen, oiegia -Bas as ft&iaparate estate, the following described real estate, situated in the County of Xing, State of Washington See Legal Description attached hereto and marked Exhibit "A ". A ''rnartki .d uJ 71l * hen. Dated May 2, 2002 ` D G . (r4 Darlene B Cook *'I /) Sti RIS/HERR A "f71ORNEY 3{XJ IN -FACI STATE OF WASNINOTON COUNT! OF Xing On this day personally appeared before me Darlene B. Cook to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned GIVEN under my hand and off ci seal thi¢v +' dam of ///(1L 200 I! ed- 4 IT • Notary Public in any} fort State of Washington, residing at intment expires 1 -rt:Dn K E1 ,+ I IC DSO 3' t ss. Transnation A I.S(*t*ICA (US T Form 7176 -3 (Rev 12.96) Transnation Title Insurance Company la LPB10 EXHIBIT A THAT PORTION OF THE SOUTH 128.5 FEET OF THE NORTH 149.5 FEET OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS: BEGINNING AT THE S.W. CORNER OF TRACT 12 OF FOSTORIA GARDEN TRACTS, THE SAME BEING ON THE EAST LINE OF COUNTY ROAD; THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 395 FEET, MORE OR LESS, TO THE EAST LINE OF GOVERNMENT LOT 1, SAID SECTION, THAT BEING ALSO THE WEST LINE OF THE STEPHEN FOSTER DONATION CLAIM NO. 38; THENCE SOUTH ALONG SAID UNE 128.5 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 413 FEET, MORE OR LESS, TO THE EAST UNE OF COUNTY ROAD; THENCE NORTH 10 EAST ALONG EAST UNE OF SAID ROAD TO THE PLACE OF BEGINNING; EXCEPT THE EAST 122 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. STATE OF WASHINGTON ) } ss County of King } I certify that I know or have satisfactory evidence that f f1. is the person who appeareore me, and person acknowledged that (he/she) signed this instrument as Attorney in Fact for Darlene B. Cook and acknowledged that (he/she) signed the same as (his/her) free and voluntary act and deed as Attorney in Fact for said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that said principal is now living and is not insane 2002 attorney m fad t"p,\ K ELLS - r C t, j,. 1..,T C Given under my hand and official seal this 3/ day of /1 (jto Notary ubik in and for the State Washington. Residing at Seattle itnrta Y r114a Typed or pnnted name My appointment expires 3/25/03 RETURN ADDRESS Darlene Cook I Bonny S. Lusby 14498 44th Avis_ S Tukwila. Wa 98168 Grantor(s) (Last, First, and Middle Initial) Darlene B Cook 111 j Ili I ' i hi I:11111 iii 11111 . i Ili `1111 , lij 111111 I ; 1 I 1111, 20020314002352 TRANS i i k 13. 0 Para ees 0a KINGCONTMi :a4 Assessor's Property Tax Parcel/Account Number 1523049014 Please punt neatly of type information Document Title: King County Form-- Seller's Notice of On -Site Sewage System Operation and Maintenance Requnements Reference Number(s) of Related Documents: 22U 1a,00■00/3 II 1111 pq 13 Additional Reference #s on page 1 Additional Grantors on page Grantee(s) (Last, First, and Middle Initial) document(s) were filed for record THE PUBLIC by Tran only. It has not been examined as to proper execuhan vi ab to effect upon one. " I. ft Legal Description (abbreviated form: lot, block, plat or section, township, range, quarter /quarter) STR 152304 TAXLOT 14 S 128 FT N Additional legal is on page 5 Additional parcel #s on page The Auditoi/Recoidei will rely on the information provided on this form The staff will not read the documents to verify the accuracy or completeness of the indexing information provided herein NWMLS Form 2211 Seller's Notice of OSS Rev 4/01 Page 2 of 3 KING COUNTY FORM - SELLER'S NOTICE OF ON -SITE SEVAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS Assessor's Tax Parcel ID# 15 3oy q Q ILI OCopynght 2001 Northwest Multiple Listing Service ALL RIGHTS RESERVED 1 Seller is the owner of real property within King County, which is legally described as follows s Isa3o44 - t 144 5 tag Pr N 2 The above - described real property is served by an on -site sewage system ( "OSS ") 3 The Code of the King County Board of Health, Section 13 60 005 establishes certain respon- sibilities of the OSS owner with respect to the operation and maintenance of an On -site Sewage System, as follows A The OSS owner is responsible for the continuous proper operation and maintenance of the OSS, and shall 1 Determine the level of solids and scum in the septic tank at least once every three (3) years for residential system with no garbage grinder and once every year if a garbage gnnder is installed and, unless otherwise provided in writing by the health officer, once every year for commercial systems 2 Employ an approved pumper to remove the septage from the tank when the level of solids and scum indicates that removal Is necessary 3 Cause preventive maintenance /system performance monitoring inspections to be conducted and any indicated service to be performed by an approved person at a minimum frequency in accordance with Table 1360 -1 unless otherwise established by the health officer or the sewage review committee 4 Operate and maintain all OSS in accordance with this title, with pertinent alternative system guidelines issued by the DOH [State of Washington Department of Health] and with the approved OSS owner's operating and maintenance instruction manual 5 Protect the OSS area including the reserve area from a Cover by structures or impervious material, b Surface drainage, c Soil compaction, for example, by vehicular traffic or livestock, and d Damage by soil removal and grade alteration 6 Maintain the flow of sewage to the OSS at or below the approved design both in quantity and waste strength 7 Direct drains, such as footing of roof drams away from the area where the OSS is located Cr) NWMLS Form 221J Seller's Notice of OSS Rev 4/01 Page 3 of 3 On this KING COUNTY FORM - SELLER'S NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS B The owner shall not allow 1 Use or introduction of strong bases, strong acids or organic solvents into an OSS for the purpose of system cleaning, 2 Use of a sewage system additives unless it is specifically approved by the DOH, or 3 Use of an OSS to dispose of waste components atypical of residential wastewater, for example, but not limited to, petroleum products, paints, solvents, or pesticides SA • e lei STATE OF WASHINGTON ) ) ss COUNTY OF KING 62-- a Print Name Seller day of , before me personally ( • nth) (year) c" appeared and to me c s known to be the individual(s) describe • herein nd who executed the foregoing instrument as his/her /their free and voluntary act and deed for the uses an • • urposes herein stated ° Given under my hand and official seal this da° of NOTARY PUBLIC in an • • the State of Washington, Residing at My Appointment Expires CCopynght 2001 Northwest Multiple Listing Service ALL RIGHTS RESERVED (month) (year) Date Ira sorb C4 0 0 Cr) . c STATE OF WASHINGTON COUNTY OF KING Notary Public Residing at Des Moines. My Appointment Expires 3 -13 -03 ATTORNEY IN FACT ACKNOWLEDGMENT On this 13TH day of MARCH, 2002 before me personally appeared BONNIE S. LUSBY who executed the within instrument as Attorney in Fact for DARLENE B. COOK and acknowledged to me that she signed and sealed the same as her free and voluntary act and deed as attorney In fact for DARLENE B. COOK for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the said DARLENE B. COOK is now living and is not incompetent Given under my and official seal the day and year last above written That portion of Stephen Foster Donation Claim and for Government Lot 1, Section 15, - 23 - 4 EWM, described as follows. Beginning at a point on the East lute of said section, 149.5 feet South of the East corner thereof; thence West to the West line of 50th Avenue South and true point of beginning, thence West to the East line of 46th Avenue South; thence Southerly along said East line to an intersection with a line extended West from a point on the East line of said section, 291 feet South of the East 1/4 corner thereof; thence East along said extended line to the West line of said 50th Avenue South; thence North along said West line to the true point of beginning. c• a 0 .-r CTS O N O O N FULL LEGAL DESCRIPTION Return 7 o AMERICAN MORTGAGE NETWORK, INC 10421 WATERIDGE CIRCLE, 4250 SAN DIEGO, CALIFORNIA 92121 20 20 199WA WASHINGTON- Single Family- Farirre Mae/Freddie Mae UNIFORM INSTRUMENT WITH MFRS ® -8A(WA) (0012) Page of 15 V M P MORTGAGE FORMS - (800)521 -7291 Asa Parcel ok Account Number 152304- 9014 -07 Ahhkeskited Legal Descioption PTN OF THE SE 1/4 OF STR 15- 23N -04E htu luck kn Huck and plat al soon (owns up and kantw) Full legal description located on page )(o US /outlet FIRST AMERICAN TITLE INSURANCE COMPANY sv e o_ I �32�J Additional Grantees fixated on page ° J /Spate Above lhn Lux for Rotordngt Raul 0 DEED OF TRUST LOAN NO 202- 056236 io MIN 1001310- 2020056236 -9 ton O n{=t I`r rt ED fJR RECORD V THE REQUEST CF TRANSNATION TJTLF INSURNXE CO DEFINITIONS Wands used in multiple sections oI this document ate defined below and other wands ate defined in Sections 1. 11, 11. 18. 20 and 21 Cemtam Jules teg.udtng the usage of words used In tlos document ate also pnwnded in Section (6 (A) 'Secunty Instrument" mean', this document, which is date MAY 02, 2002 together with all Riders to this document (B) 'Borrower" is HOA NGUYEN, A MARRIED RAN ENOMAPI, /fs /we' .S ✓° 13m lower is the nustor undo this Sectuny Insttumcnt (C)'Lender "is AMERICAN MORTGAGE NE1WORK, INC , A DELAWARE CORPORATION Farm 9048 1/01 111 Lender is a CORPORATION oiganned and existing under the laws of THE STATE OF DELAWARE (.enders addles., is 10921 WATERIDGE CIRCLE, 8250, SAN DIEGO, CA 92121 (D) 'Trustee" is FIRST AMERICAN TITLE INSURANCE COMPANY (E) "MER.S" is Min igage Electronic Registration Systems, Inc MGRS is a sepal ale ctMporation that n acting solely as a nominee for Lender and Lender's WeeeNMM• and assigns MERS n the beneficiary under this Security Instrument. MGRS rs oiganired and existing undo the law. of Dclawaic and has an address and telephone number of P 0 Box 2026, Hint MI 48501- 2026. tel (888) 679 -MI•RS (J) "Note" means the p note signed by Bin ower and dated MAY 07, 2002 The Note states that Sonower owes Lcndel ONE HUNDRED EIGHTY SEVEN THOUSAND TWO HUNDRED AND 00 /100 Dollars (U 5 $ 187,200 00 ) plus mleiesl Boiiowet has promised 10 pay this debt in ieguLu Pcuoda .— m Payments Pa and to pay the debt in full not later than JUNE 01 , 2037 ev (G) "Property" means the property that is descubed below undo thc heading "Ttanslet of Rights in the o Property " C7 o (II) "Loan" means the debt evidenced by the Note. plus interest. any prepayment charges and late charges as due under the Note, and all sums due undei this Security Instrument, plus merest cc (1) "Riders" means all Ridcis to this Sum sty Instiument that air executed by Btornwu The lotlowing ern Riders ate to be executed by Barlow* Ichu,k box as applicable( 0 eJ a Adjustable Rate Rider 0 Condominium Ridet O Second Home Rides ico c:, Q Balloon Ridea R Planned Unit Development Rider E] 1 -4 i•amily Rides • ❑ VA Rides Biweekly Payment Rider Olha(s) IspculY] (J) "Applicable Low" means all unuolling applicable tederal, state and local statutes iegulatinnn. ordinances and admtmsuative rules and coders (that have thc effect of law) as welt as all applicable final. non-appealable Judicial ',minims (K) 'Community Association Dues, Fees, and Assessments" means all dues, tees assessments and mho charges that ale imposed on Boirowa oi the Piopeity by a condominium association, homcowneis association or similar organization (L) "Electronic Funds Transfer" means any transicr of lunds. Mho than a uansachon coiginated by check, draft. 01 mamba paper instrument. which is initiated through .m clixtiomc leminrl. telephonic instrument computer. 01 magnetic tape so as 10 side*, msttuct. of authorize a financial institution 10 debit of uedit an au.ount Such tam includes. but is not limited lo, point -et -sale tiansteis. automated tells machine transactions. uansteis initiated by telephone woe tianstas, and automated clearinghouse u ansla s (M) "Escrow Items" means those items that arc dcscnbed in Sutton 3 (N) "Miscellaneous Proceeds" means any compensation settlement. award of damages ui proceeds paid by any thud party (othu than insw pro cox s paid undo thc COVaage% dcscnbed to Section 5) tin (i) damage to or desiuetron of, the Propcity, (u) condemnation in mho taking al all in any pail of the Pinpctty (no) umveyance In lieu of condemnation, al Uv) misicpie.ent.uian. at 0r omissions as In. du- value andhM Landitinn at the Pioperty (0) 'Mortgage Insurance" means nsuiancc p otecting Lendci against the nonpayment al. oM dctault on the Loan (P) "Penodic Payment" means the icgulatly scheduled amount due tot (i) pnnupal and inkiest uncles thc Note. plus (n) any amounts under Section 1 at this Saintly Instiument 41) 4A(WA) (0012) Pape 2 oI 15 Form 3048 1/01 rt t TRANSI4 R 01- RIGIITS IN THE PROPERTY the benehuaty of this Smwtty Instiumcnt is MERS (solely as nominee tot Lcndca and 1 cndu's suct.ecsois and assigns) and the succcsutts and assigns of MERS Ibis Secwdy Inv" men' secwcs to Lender (i) the repayment of the 1 tun and all renewals, extensions and moddfwtion% oI the Note, and (u) the pet totmam.e of l3ottowei's covenants and agreements under this Security Instillment and the Note Fin this put pose. Bo iiowcr uievocably giants and conveys ua liustec. In oust, with posse' in sale, the. m following desuibed pioperty located in the COUNTY I lyp. ni Ri.ondmg hur.d, imal CI oI KING [Mime uI Rum ding itur.dicounl ca 0 C71 Q ass PTN OF THE SE 1/4 OF STR 15- 23N -04E 0 ev SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF o N (Q) "RESPA" means the Real Estate Settlement Pnxxdwes At (12 U S C Sutton 2001 et bey ) and Its implementing tegulatrun, Regulation X (24 C F R Patt 1500), s they might be amended Ittxn lime to time, 01 any additional 01 suuessoi legislation tat regulation that goyim ns the same subject matter As used in this SeLurity Instrument. "RESPAMeters to all tequlrements and Icstucuons that ate imposed in tegaid to a "federally related mortgage loan" even d the Loan does out quality as a "tedually'elated mrxtgagc loan" under RI-SPA (R) "Successor In Interest of Borrower " means any patty that has taken title to the Propel') whcthei rx not that party has assumed Borunwet's obligations undo the Note and/or this Secuiiiy Instrument Parcel ID Number 152304- 9014 -07 which Lin wily has the addles% of 13604 MACADAM ROAD SOUTH Isu«q TUKWILA It nyI . Washington 98168 Ilip t extol ( "Proper ty Address ") IOGETJ R WITH all the improvements now of heieattci uectcd on the piopctty and all casements, appurtenances, and fixtures now or hcrealtci a pail of the proputy MI replacements and additions shall also be unvtxed by this Sectuity Instrument All of the toiegoing Is 'doled to to this Sccuray Instrument as the "Property " Marlowe' understands and agrees that MERS holds only legal utic to the Interests granted by B(mowei in this tia.unty Insbument, hut, ft necessary to comply with law 01 custom MFRS (as nominee for Lender and 1 ender', suuesM1ts and assigns) has the tight 'o cxucrsc any 01 all of those mimesis, including. but nol hmdul to, the light to IoieLlosc and sell the Ptoputy, and to take any action te 01 Lendef including, but not limited 10, releasing and canceling this Secuuty Instrument SORROWFR COVENANTS that 13(m Iowa is lawfully %eased of the estate hereby uinveycd and ha% the right to giant and convey the Piopefty and that the Property is unencumbered except our cncumbiances -8A(WA) (0012) Page 3 of 15 , L Form 3048 1/01 iT D ot record Barnum.' warrants and will detend gcnoaily the title to the Plopaty against all claims and demands, subject 10 any encumbtanees ot record TIIIS SECURI TY INSTRUMENT combines uniform uwcnants tot national use and nom- undosm covenants with limned vasiahons by jut sdiction to constitute a undoim so.cunty instrument covet mg teal property UNIFORM COVFNAN I S Bon rower and Lender usenant and (mice as lollows 1. Payment of Pnnnpal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Boirowei shall pay when due the pi,nupal of, and intetest on, the debt evsdeneed by the Note and any prepayment ch.u gcs and late charges due undei the Note Rotuma shall also pay lunds lot Fscunw Items pursuant to Section 3 Payments due undo the Note and this Security Instrument shall Ix. made in U S cwsency Iluweva. if any shirk on other snshument tecetvcd by Lender as payment undo the Note of this Sec.uuty Instrument is retuined to Lender unpaid. Lender may sequuc that any of all subsequent payments duc undo the Note and this Security lnstiument be made in one os more 01 thc following lot ms. as selected by Lender (a) cash, (b) money Urdu, (c) certified cheek, bank chat oeaswc s check oi cashier's check, provided any such cheek is drawn upon an institution whose deposits ate insured by a (."' ledual agency. mshumcntality oi entity. or (d) r Iechomc Funds Iiansta an Payments ate dcemed tet.etved by lends when racived at the hocanin designated in the Note 01 at c.. co such itha location as may be designated by Lends in acundanee with the notice psovsuma in Section 1S C. Lender may return any payment or pathal payment it the payment or palual payments ale insufficient to • bung the Loan utrent Lender may accept any payment in pawl payment insufficient to hi mg the 1 oan our anent without waives of any rights haeunda ot pieJudrte W its rights to Ouse such payment 01 pal rat o payments in the tutwe but Lender is not obligated to apply such payments at the time such payments are tee accepted It each Pa iodic Payment is applied as 01 nos scheduled due date. then Lender need not pay o interest on unapplied funds Lender may hold sut.h unapplied funds until Brnr makes payment to bung e'a the Loan current It Borrows does not do so within a seasonable paced 01 tone la.ndct shall ertha apply .o o such funds oi lawn them to Bonowei It not applied other such funds will be applied to the outstanding ess principal balance undo the Note immediately plum to torecl sure No ntlsct of claim which Rotiowet might have now 05 in the futute against I.cndco shall ieltevc Ronowei Isom nuking payments duo, under the Note and this Sew ity (nutumcnt of pcfforming the covenants and agocemans se.uf by this Seem ny Instrument 2 Application of Payments or Proceeds. rxccpt as otha wise desuihed in this Section 2. all payments accepted and applied by Lender shall be applied in the following oidea ot putxtty (a) interest due under the Note, (b) principal due under the Note. (c) amounts due undo Section 1 Such payments shalt be applied to each Periodic Payment in the order in which It became due Any lem.unrng amounts shall be applied lust to late charges, seumd to any other amounts due undu this Saucily Instrument and then to :educe the pi inupal balance of the Note 11 Lends weaves a payment from Bmower fin a delinquent Pa iodic I'ayment which includes a sufficient amount In pay any late charge due. the payment may be applied to the delinquent payment and the date charge 11 more than one Pei odic Payment is outstanding, (endet may apply any payment Iuetvcd hom Bo stower to the lepayment of the Periodic Payments it. and to the extent that cai.h payment can be paid to tun II) the extent that any excess exists alto the payment is applied to the full payment of one of mode Pei iodic Payments, such excess may be applied 10 any late charges duc Voluntaiy ptepa)mcnts shall be applied fuss to any prepayment charges and then as dcscrrbed in the Note Any application of payments, Insurance pfncccds. o: Mscellanaus P to pmupa l due undo the Note shall not extend 01 postpone the duc date. at change the amount, of the Pa iodic. Payments 3. Funds for Escrow items. Borrows shall pay to Lender on the day Pusodie Payments ate due uncle: the Nutc, until the Note is paid in lull. a sum (the "funds ") t0 piovide la payment ot amounts duc for (a) taxes and assessments and othe, items which can attain prune) oset this Sam ity Jnstlumenr as a hen or encumbsanee on the Ptopaly, (b) leasehold payments us guund tents on the Putputy it any, (c) premiums 101 any and all fnsutancu tequned by Lender under Swum 5. and (d) Mostgagc Insurance plemfuma d any, or any sums payable by 110110we, to Lender In hero of thc payment of Mortgage Insurance premiums in .secoidanc.e with the provisions of Section 10 t hese nano are called 'Ioserow Items " At origination ix at any time dining the tam of the I own, I cnda may ,equoc that Community H of Form 3048 1 /01 �4A(WA) (0012) Page 4 01 15 Asmx.tation Dues. Mees. and Assessments. if any he escrows( by &xitrwet. and such dues fees and assessments shall be an hunw Item Ronowci shall promptly tartish to Lender all mxrues of amounts to be paid under this Sexton Bon shall pry Lender the Funds kii I1stiow Items unless Lcndci waives Bonowei s obligation to pay the Funds lot any of all Msciow Items Londe may waive Boliower's obligation to pay to 1 ender Funds lot any or all E' ,row Items at any time Any such waivct may only be in wilting In the event of such waiver. &mower shall pay dually, when and whc.c payable, the amounts due for any Escrow Items tor which payment of Funds has been waived by 1 ends and It Lender tox►uucs. shall twrush to Lender receipts evidencing such payment within such time poled as I ender may requite &mower's obligation to make such payments and to povide ieeapt% shall lot all puipises bc deemed to be a eosenant and agreement contained in this Saul ity Instrument, as the phrase "uncnant and agreement" is used in Section 9 If Borrows IS obligated to pay Escrow Items dneetly. pursuant to a waiver and &mower tails to pay thc amount due tot an Lscrow Item. Lcndci may excrusc its lights undo Seaton 9 and pay such amount and &mower shall Then be obligated undo Section 9 to repay trr (.ender any such amount Lender may revoke the wawa as to any 0t all Bsuow Items at any time by a notice given in au:otdance with Satan 15 and. upon such revocation, Bolsowei shall pay to Lcndct all 1 unds, and in such amounts. that ate then required under this Section ' Lends may, at any time. collect and hold Funds in an amount (a) sufficient to porno mt 1 endet to apply the Funds at the time specified under RhSPA, and (h) not 10 exceed the maximum amount a lender ion saqune under RI•SI'A I cndei shall csumate the amount of Funds due on the hagis oI cintent data and reasonable estimates of expcndriwes ot tutuic F.suow hems re otherwise in au.oidance with Applicable Law The Funds shall he held in an institution whose deposit% .ue inured by a fedesal agency. instrumentality. o. entity (including Lender, 51 Lendu is an institution whose deposits ate so inured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow hems no tatet than the time specified under RCSPA Undo shall not (.beige &mower tol holding and applying the Funds. annually analyimg the esetuw au,ount, ol vet dying the Eserow Items. unless Londe pays lionesses interest on the Funds and Applicable law peemrts I ender to make such a chatgc Unless an agreement Is made in wt rung (x Applicable Law icgtntcs interest to be paid on thc Funds, Lends shall not be requncd to pay Boutower any interest or earnings on the Funds &mower and 1 coda can agtee in wilting howesa, that assoc.( shall be paid on the Funds Lcnda shall give to B nowei, without charge an annual a,eounung of the Funds as it:quoted by RESPA It that is a surplus ot Funds held in escrow. as deemed undo RMSPA I endo stall account to Rontowel for the cxecss funds in auoldanee with RESPA 11 there Is a shoitagt. of Funds held in escrow. as defined under RESPA. 1 ends shall nosily Borrower as icquncud by RESPA, and Rtnrowet shall pay to Lendci the amount neeessaty to make up the shortage in aeuudanu, with RhS)'A but in no mole than 12 monthly payments It there is a detiucncy of Funds held to escrow, as defined undo RI•SPA Lcndcl shall notify Baruwei as required by RhSPA, and bestows shall pay to Lends the amount necessary to make up the detruau.y rn acuxdance with RESPA, but in no more than 12 monthly payments Upon payment In hill ot all sums secured by this Seunty Instrument, Lends shall pinmptly rotund to Ilornower any Funds held by Lerida 4 Charges. lien. Romowa shall pay all taxes. assessments charge~, lines. and impositions attributable to the Ptopity which can attain pointy osa this Scum fly Insttument leasehold payments 01 ground tents on the Property, it any. and Community Asses uauon Dues. Pecs. and Assessments 11 any 1 is the extent that them: items ate Fsunw Items Rniiowet shall pay them in the manna posided in Seaton 3 (Z4A(WA) (0012) Page 5 of 15 NN D Fenn 3048 1101 C>4A(WA) (0012) Page 0 of 15 ALAL ft D B mowei shall promptly discharge any hen which has priority user this Saxony lnsuument unless Bon (a) agtees in writing to the payment of the obligation secured by the hen in a manna acceptable to Lender. but only so long as B mown s pertn mmg such agreement, Ili) contents the lien in good faith by, oi defends against entott.ement ot the hen In. legal puiceedings which in Lendet's opmton o to prevent the entorcement of the hen while those pinceedings are pending. but only until such pro ecdmgs utc umcluded, 01 (c) secures from the holds ot the hen an agreement sattslactoty to Lender sulandinating the hen 10 this Se unty Instrument If Lender daamines that any pant 01 thc Pwpcity is subject to a Iten which can maul p ova this Security instrument, Lender may give 13omuwei a notice identttymg the lien Within 10 days ot the date on which that notice s given, Bon rows shall sans!) the lien at take, ant of mote 0I the actions set hitch above in this Section 4 Lerida may requite Boo ower to pay a one -time charge to a seal estate tax vcrdiwtion and/ot repotting service used by I ender in connection with this Loan S. Property Insurance. Borrower shall keep the improvements now existing in haeattet eructed on the holm ty insured agatnst loss by rue hacands Included within the tam "extended coverage " and any other ha /aids including, but not limited to, earthquakes and floods, his which I ends ia(uoes rnswancc This inswance shall be maintained in the amounts (Including deductible levels) and lot the petuxls that a n Lcndci i cgwies What Lender requires put suant to the preceding sentences can change dui ing the tam of ev the Loan The insurance can na ptovweling the insurance shall Ix; chosen by &nmwct suhlcu to Lender's cm tight to di.appove &Mower's choice, which tight shall not be exaased unreasonably I ends may o icqunc Bonowel to pay. in uinnection with this I oan, either (a) a one -time (-hinge lot tluod tone Q7 detammation, catiliwtion and tracking services, o (h) a one-time charge to t tone deteimmation o and cerhhcation services and subsequent charges each time temappmgs on similar changes occur which ' i's seasonably might atlas such determination or Get to Borrower shall also be tcsponsible to the ofl payment at any lees imposed by the Federal Emergency Management Agency in connection with the ev review ot any flood lone determination iesulung from an oblation by Bo 10%4,1 .c 11 Bon towel tails to maintain any of the leverages desuibcd above, Lender may obtain insuoance otr coverage. at Lendet's option and Bo ii owees expense Lender rs undo no obligation to pwo.hase any partKUlai type 01 amount of coverage Theietore such Lova age shall viva Lcndet but might ot might not piotat Borrower Borrowers equity in the P.o elty. of thc contents of the Puoperty against any rusk. h.taatd of liability and might provide grata oi Icsset coverage than was pi eviously on elfat 13onowci acknowledges that the cost ot the insurance urvarge so obtained might significantly exceed the cost of mswancc that Bonowci could have obtained Any amounts distu by 1 ender undci thts Section 5 shall become .additional dcbt al B tuowei sawed by this Sour icy lnstt umcnt 1 hest amounts shall beat interest at the Note tate hom the date of dshuiseinen! and shall be payable. with such Intucst, upon notice hum Lender to 13omower requesting payment MI insurance polices requted by Lender and ienewals of such policies shall be suhlut to Lendet's tight to disapp such politics, shall include a standard mortgage clause. and shall name I ends as mortgagee and/or as an additional loss payee Lender shall have the tight to hold the pihucs and icncwat certificates 11 Lender Iequnes. Bo itowei shall promptly give to Lender all uxcapts of paid premiums and renewal notices It BeNinwa obtains any tom of tnsutance Coverage, nul otherwise te by Lcndct tot damage to, o desuuctiin tit, the Ptopetty, such policy shall Include r standard mortgage clause and shall name Lender as min tgagce and/ot as an additional loss payee In the event ot tons. B mowei shall give prompt notice to the insurance caiva and Lender Lerida may make pout of kiss it not made pomptty by Bomowet Unless Lendea and lionowci othu WOK agicl, m wrung any Insurance piocods. whether or not the underlying insurance was tequncd by Lender shall be applied to [estimation ot 'pan 01 the Ptopaty. it the 'estimation of iepan is euomomically feasible and Laida's seeunty is not lessened Dicing such lepan and ;estimation penod. I aide' shall have the nghi 10 Font 3008 1/01 CZ4A(WA) (0012) hold such tnsu,ance pio.eed. until Lends has had an opportunity to inspect such Nom ty to cnsu,c the work has been completed to Lendces satisfaction, ptovlded that such m.pcctiun 1.11411 bx undet taken pInmptly Lender may dtsbutx; proceeds tot the repairs and restitution in a single payment 0t m a secs 01 prugicss payments as the wo,k is uompleted Unless an agieemcnt is made in writing of Applicable Law ,equJ,cs mimes! to be paid on such insurance plowed.. Lender shall not be tequucd to pay Bo rower any interest ot caning% on such proceeds Fees tor public adjusters, 01 other thud patties ,etatned by &,nowt shall not be paid out ot the insurance pttx,ecd. and shall be the sole obligation ot l3itrnwu If the 'estimation 01 'gran is not economically feasible 01 Uncles secu,ity would be lessened, the onswancc proceeds shall be applied to the sums secured by this Srx.urity lnsuument, wheihei in not then due, with the excess, it any. paid to Btmowet Such insurance p shall be applied in the index p,ovided tot in Section 2 It Botiowet abandons the Properly. Londe, may tile, negotiate and settle any asailablc mstuance claim and related matte% It Botrowa does not ,espond within 30 days to a notice hom Lender that the insurance car rter has offend to settle a clam, then Lender may negotiate and settle the claim The 30 -day peitod will begin when the notice is given In eithc, event. or It Lendc *Aunts the. Plopetly undo Section 22 or otherwise, Borrower hetcby assigns to Lender (a) &mower's rights to any msuiancc proceeds in an amount not to exceed the amounts unpaid under the Notc ni this Smut sty Instrument, and (b) any other ot Bouower's rights (nthct than the tight to any idund of unc.uncd plcmiums paid by °., Borrower) undo all insurance polite+ covu the Ptopeity insofar as such lights .tic applicable to the o coverage of the Ptopeiy Lender may use the insw anu. proceeds erthct to icpan o iest000 the Pi open iy of cn 10 pay amounts unpaid under the Notc 01 this Scunity Instrument. whethet 01 not then due ts� 6 Occupancy &xiowet shall occupy, establish and use the Piopetty a% lionowet's ptmcipal iesidence within 60 days attel the execution of this Security Instrument and shall continue 10 occupy the Property as Borlowet's pr mortal residence to at least one year alter the dale lit occupancy unless Lcndu e othetwise agrees in writing, which umsent shall not he unreasonably withheld. u, unless extenuating N t' circumstances exist which ate beyond Botiowes c 7. Preservation, Maintenance and Protection of the Property; Inspections Somme' shall not destroy, damage on Impan the Property, allow the I'ropaly In detentate 01 commit waste on the Propety Whether or not Bnnnwer is tcsidmg in the Property, &xiowu shalt maintain the Plop* ty in ordei to prevent the Property loom deteta►atmg or dccicasing in value due to its condition Unless it is detetmmed pursuant to Section 5 that repast 01 •estotJlion is not economically fumble, L3onowct shale p,omptly tepan the Ptopeity if damaged to avoid lutthei detenoatinn to damage 11 Insurance or umdemnatron pnx.eeds are paid In umnectIon with damage to. 01 the taking 01, the Piopctty. Boriowet shall be'esponsiblc to lepao'ng or testoring the P,opetty only if 1 ends has tcicased ptocuds Ion such purposes Lcndc, may disburse pincecds 101 the repass and 'extol noon to a single payment 01 in a %cite. 01 proves. payments 4% the woIk Is completed It the msu ance 01 condemnation proceeds ate not sufficient to input a, restore the Piopeity, &a tower is not tcheved of Botiower's obligation tot the completion of such 'epan or 'estimation Lcndet or its agent may make reasonable enti'es upon and Inkpedtons of the Piopetty 11 it has ieasonablc cause. 1 ender may inspect the into tor of the impIovements on the Ptnpeiiy Lcndu shall give Iii iowci notice at the time of 01 pr 101 to such an rota xx inspection spu.dyrng such seasonable cause 8. Borrower's Loan Application &mower shall he in detault if. during the I tan application potxcs.% Bummer in any persons tt entitles acting at the dncwton of Ikni owu w with Boiiowu's knowledge or consent gave materially false misleading, in rrwccuIate inhumation 01 statements to Lcndei (in laded to piov,de I endet with matetal 1No0wtlnn) in umneli on with the Loan Matutal oeptesentations include. but are not hmttcxl to repiesentancros con.ao,ng linllnwe's occupancy of the Ptepeity as B trowel's pIunapt resident: Page 7 of 15 if P 'J rain 30411 1/01 � ®4A(WA) (0012) Pape 8 of 15 9 Protection of Lender's Interest in the Property and Rights Under this Secunty Instrument. 11 (a) &orrowel tads to perlo rm the covenants and agreements contained in this Serra ity Instrument. (b) there is a legal pnxctding that might significantly attest Lender's interest in the Ptupetty and/or tights under this Seventy Instrument (such as a proceeding in bankruptcy. probate. tor uudemn ation en tortcitur 101 entincement ot a hen which may attain prtirtty over this Security Instalment on 0) entoite laws in regulations) or (e) Borrower has abandoned the Property thcn L.enda may do and pay tun whatcvei is reasonable or approp to purteu Lender's interest in the Prnpaty and rights under this Seven lnstiument, including 'notating and/or assessing the value ot the Puopeity, and seeming and/or iepatring the Properly Lender's actions can Include, but are not limited to (a) paying any sums soured by a ben which has pnortty over this Security instrument, (b) appeumg In coil, and (c) paying Ieaumable attorneys' lees to protect its interest in the Property and/or rights under this Saunty Instrumcnt, including its sauced position m .1 bankruptcy proceeding Securing the Property includes but is not limited to entemg the Property to make repairs. change hocks, replace or bo.ud up doors and windows. drain water tram pipes, eliminate budding 01 other code violations 01 danganus conditions. and have utilities tinned on 01 olt Although Lends may take action under this Section 9. Lender does not have to do so and is not undo any duty on obligation to do 50 It is agreed that Lends incurs no liability lac not taking any 01 all .unions authorrted under this Section 9 Any amounts disbuiscd by Lcnda under this Section 9 shall beaxne additional debt ot & mowei sawed by this Secuuty Instrument These amounts shall beat interest at the Note rate bum the date, nl ,— disbuiscmcnt and shall be payable. with such interest, upon notice hom Lender to Sonoma eequcsting payment N 11 this Se.uitty Instrument is on a leasehold, &onowa shall (Amply with all the provisions of the lease it &w iowa acquires tee title to the Property. the leasehold and the tee title shall not mete unless a Lender agrees to the merge in wilting as 10 Mortgage Insurance. It Lender iequited Moitgagc Insurance as a condition of making the I own Borrower shall pay the premiums required to maintain the Mortgage Insurance in clfat 11. tot any mason. the Mortgage Insurance cnvaage requited by Lades craw. to he available boar the mortgage otsuer that previously provided such insurance and &atowa was requited to make separately designated payments toward the premiums tor Mortgage Insurance, B rrowei shall pay the premiums is.quuul to obtain o coverage substantially equivalent to the Mortgage Insuiance previously in chat at a tini substantially • n equivalent to the cost to Borrower ot the Mortgage Insurance pevously in effect hom an alternate otv mortgage insurer selected by Lender 11 substantially equivalent Mortgage Insutanc.c urseiagc is not available, Rot owet shall umttnue to pay to Lender the amount of the separately designated payments that were due when the msuianee coverage ce ased to be in chat Lades will accept. use and retain these payments as a non- ietundablc loss icscise in lieu of Mortgage Inswanc.c Such Toss t.sase shall be non - retundable. notwithstanding the tau that the I sun is ultimately paid in lull and 1A.ndct shall not he requited to pay Rol Iowa any mtacst 01 coining% on such Ions reserve Lender can no longer mime loss teserve payments it Mortgage !mutate coverage (in the amount and lot the paid that Condo a quires) provided by an insurer selected by Lender again becomes available, is obtained. and 1 ender iequeies separately designated payments toward the ptemrums tot Mortgage Insurance It Lender requited Mot tgagc, Insuiano.e as a uinditnon of making the Loan and &mower was tequucd to make scpaiatdy designated payments toward the piemrums kit Mortgage Insurance, Btiowei shalt pay the pm inium, tcquued to maintain Mortgage Insuranre m ettect, or to provide a non- tefundable kw% test; ye. until Lender's requirement Ier Mortgage Insurance ends in Jccoidance with any mitten agreement betwexn &mower and Lender providing for such termination or until samarium is rcquucd by Applieablc Law Nothing in this Section 10 attests Rorr obligation to pay interest at the late provided in the Note Mortgage insurance reimburses Lender (or any entity that puichases the Note) la ecit.un losses It may Incur tf &mower dues not repay the Loan as agreed &riowa Is not J party to the Mortgage Inver anee Mortgage Insurers evaluate their total risk on all such losuran.o in tome horn time to tome and may enter into agreements with othee paihes that shale o i modify thou risk or neducc losses 1 hcu, agreements .ue on terms and conditions that are satisfactory to the mortgage insures and the Who patty (in pauses) to these agreements '1hcse agreements may tcgwie the mortgage roamer to make paymenrs using any spume ot funds that the mortgage insole' may hale available (which may tn(Iude funds nhtatncxt hom Mortgage low ane.e premiums) Form 3048 1ro1 42) 4A(WA) (0012) Pane 9 of is As a result of these agreements, Lerida. any puichasei of the Note another wises, any census, any echo entity. of any affiliate of any of the totegotng may 'acme (directly an indoectly) amounts that deuve from (or might be characterized as) a portion ot loan s's payments tot Mortgage Insurance, in exchange tor sharing 01 modifying the mortgage insucr's risk, or 'educing losses It such agreement provides that an attdiate lit Lender takes .a share ot the 'nip's risk in exchange tit a share ot the plenums paid to the 'mutet. the atrangement is often tamed "wove ranswancc " hunhet (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the nghts Borrower has - if any - with respect to the Mortgage Insurance under the homeowners Protechon Act of 1498 or any other law These nghts may Include the nght to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the lime of such cancellation or termination. 11 Assignment of Miscellaneous Proceeds, Forfeiture. All Miscellaneous Pio Beds are hereby assigned to and shall be paid to Lender It the Piopeity rs damaged. such Miscellaneous Pnx.ecds shall be applied to tcsturauon ni "Tan ot m the Propctty, it the restoration rn renal' is economically feasible and Lenders smutty is not lessened Duiing such repair and restoration period. Lends shall have the light to hold suc Miscellaneous Pincus's o until Lends has had an uppiatunity to inspect such Piopaty to emote the wink has been completed to c 1 endci's satisfaction, provided that such inspection shall be undertaken ptoinptly 1 coda may pay tun the an icpatrs and restoration in a single disbwsement or in a sales of progress payments as the wink is completed Unless an agreement es made to wining ni Applicable Law tequnes nattiest to be paid on such ° rt9 Miscellaneous Proceeds. Lends shall not be requited to pay Borrower any interest 01 winings on such Miscellaneous P It the restoration o1 icpaii is not economically tumble an Lcndu's %aurity would be lessened the Miscellaneous Puxeeds shall be applied to the sums sawed by this Security Instrument. whether or not then due, with the excess, it any, paid to 134m towel Such Ms .dI.t a.ius Proceeds shall be • applied to the order provided tor in Sutton 2 In the event ut a total taking desnuctron, or loss in value of the Property, the Misccllaneous P,o eeds shall be applied to the sums sc.uted hy this Bounty Instrument whether 0t not then due with the excess ft any, paid to &n towel In the event of a partial taking, destruction. 01 Toss in value of thc Piopctly in which the tan market value of the Property immediately before the portal taking. dcstiuctton, o loss in value is e to of greater than the amount ot the sums secwed by this Sccmny Instrument immediately hclnie the Nina' taking destruction, 01 loss in value. unless Bouowu and Lender otherwise agice in wilting. the sums seemed hy this Set.wrty Inutumcnt shall be 'educed by the amount lit thc Miscellaneous Pto,eeds multiplied by the following fireman (a) the total amount of the sums seamed immediately bclnic the puUa1 taking destruction. of Toss in value divided by (b) the fan market value of the Ptopuly immediately before the patuai taking. deshuct m loss in value Any halanu, shall be paid to norniwei In the event of a partial taking, destruction, of loss in value of the Property in which the tau market value of the Piopeity immediately bctotc the patnai taking, destruction, rn tins in saluc is less than the amount lit the sums set.uted immediately betore the pausal taking. destruction ut loss m value unless &n rower and Lends otherwise agicc 1n wntmb, the Miscellaneous Proceeds shall 1x, applied to the sums seated by this Sa.unty lost'umcnt whether to not the sums ate then due It the Property is abandoned by Iomi 0t d. alto nonce by Undo to l3ouiowei that the Opposing Party (as defined in the next sentence) oltus to make an award 10 settle a claim ha damages Rot town tails to respond to Lcndci within 10 days attet the date the notice is given. I.cndct is authun to collect and apply the Miscellaneous Proceeds Who to restoration or iepan nl thc Piopeity ut to the sums secured by this Security Insttument, whctha et not then due "Opposing fatty" means the thud patty that owes 13o iowe' Miscellaneous Ptocceds of the party against whom Bo owe has a tight of action in regard to Miscellaneous Prouxds Form 304E 1/01 * ` Boomer shall be in default d any action of proceeding, whether evil of minimal, is begun that, in 1 ender'. judgment, could ic'uIt to km femme tit the 1'ioputy to tithe, matutal impaumenl of I endet's mte,esl in the Properly or tights undo this Security Insuument Botiowa can ewe such a default and. if aeecleration has mewled reinstate as provided in Section 19, by causing the action of puxeulmg to be dismissed with a ruling that, in Lender's judgment. precludes forteitute ot the Property or other mania! Impairment ot Lender's interest in the Property tit lights under this Saul instrument The pi needs 01 any award in claim cot damages that are attributable to the Impaument of l.endees Interest in the nom ty are hereby assigned and shall be paid to Londe, All Miscellaneous Prix.ecds that ate not applied to 'estimation 01 tcpaii of the Property shall be applied in the ondei provided for in Seaton 2 12. Borrower Not Released; Forbearance By Lender Not a Waiver Extension of the time 101 payment or modttieation of arm, hzation of the sums secured by this Sanity Instrument granted by Lender to &s rowel or any Successor in Interest of Boiowci .hall Mn operate t0 release the liability of BtulOWU or any Sut.cesuns in Intelest ot Borrower Lender shall not he ;Nutted to commerce p against any Successor in Intucst of &mower or to tetuse to extend time lot payment on otherwise muddy amortization of the sum..ecwcd by this Secut'ly In.tiumenl by meson of any demand made by the of iglu! Bonowel of any Successors in Intsest 01 Botiowe' Any forbearance by Lender in excusing any right of remedy Including without limitation, Lender's acceptance of payments from thud pawns. entities no m Successors in Interest of Borrowei of in amounts less than the amount then due, shall not be a wa'vo of 01 • pieclude the exetuse of any tight 01 remedy 0 13. Joint and Several Ltabihty; Co signers; Suctesvorb and Asstgns Bound &slower covenants o and agrees that Bon owa's obligations and liability shall be pint and sevetal Iloweve,. any I3cmowei who 47, co-signs this Samtty lmtiumcnt but does not execute the Note (a "ursigna ") (a) is ursignmg this Security Instrument only to itxntgage. giant and umvey the co-signer's mtetest an the Piopc,ty undo thc czt at% terms ot this Scsunty Instrument, (b) is not pe so iulty ohhgated to pay the sums seemed by this Seca;ity o lnstiument, and (c) agrees that 1 ends and any other Bonuowei can agree to extend. modify, tolbeai 01 make any accommodations with regard to thc terms of this Security Inshument o' the Notc without the • o etrsrgnu's umsent Subject to the provisions of Section 18, any Successor in Interest ot &,tows who assumes N Borrowef's obligations undo this Security Instrument to writing. and is approved by Lends, shall obtain all ot &n ioWei's rights and benefits under this Secuu instrument &onowei shall not be teleas l bom Bonrower's obligations and liability undo this Saul ty Instrument unless Lendu agrees to such ,cicasc m wining The ctivenants and agreements of tht. Security Instrument shall hind (excxpt as p,uvided in Section 20) and benefit the suceessot s and assigns of Lender 14. Loan Charges Lender may charge &nlowei tees lot sutimes petlormo.J in connection with &niowa's dclault. let the purpose of p l.cndo's tntuest m the Propeity and lights undel this Security Insnument. Including, but not limited 10, atunncys tees. ptopcity inspection and valuation fees In reg,ud to any tithes tees. the absence ot express authority in this Security Instrument to charge a specific tee to &mower shall not be ulnstiucd as a ptohtbnum on the charging of such lee Lendu may not change tees that ace expressly prohibited by this Security Instrument 411 by Applicable Law 11 the Loan is subiect to a law which sets maximum loan clwiges. and that law is finally interpreted sit that the mteiest rn o ha loan charges collected or to be collected in eunnection with the. Loan cxcaxd the permitted limits. then (a) any such loan charge shall be reduced by the amount necessary 10 ,educe the charge to the pet mnied limn, and (b) any sums altcady collected Irom Bonrowo which cxcceded pet muted limits will ex. ,ctundcd to Botrowei Lends may chnow 10 make tlus iclutld by 'Wincing the ptonupal owed under the Note cis by making a dnect payment to Bonowei If a iclund luduces minimal. the reduuton wall be heated as .1 partial picpaymcnt without any pmepayment charge (w hether 01 tin .1 picpayment ehaige es puovided lin under the Note) I)inrowci acceptance of any such relund made by dnecl payment to Bo ttowu will constituter watvei of any light 01 action Bin towel might have arising out of such overcharge 1S. Notices. MI notices given by &mown on 1 ends in connection with thus Seeunty Instrument must be in witting Any notice to Borrows an connection with this Smut ity Instrument shall be deemed to have been given to Bin towel when mailed by first class mail 01 when actual') debveied to lintrowees grip 4A(WA) (0012) Page l0 of 15 r1(,� Farm 3048 1/01 notice addtas d sent by other means Notice to any one &nrower shall constitute notice to all &aiowels unless Applicable Law expressly tequues otherwise The notice address `hall be the I'iupcuy Addiess unless &ouower has designated a substitute notice address by notice to Lender &mower shall promptly notify 1 ends ot Borrower's change ot addicts It Lender specifics a proedule to reputing Bimuwel's change ot address, then &nrower shall only iepoit a change of address through that %pet.thcd p There may be only one designated notice address under this Set.urity Instrument at any one time And notit.e to Lender shall be given by deliveimg 11 01 by mailing o by test class mad to I ender' addicts stated herein unless Lcndct has designated anthc addicts by notice to Boiiowet Any notice in connection with this Security instrument shall not be deemed to have been given to Lender unlit actually moved by Lcndet If any notice tequned by this Set utity Instrument is also required under Applicable Law, the Applicable Law iequirement will satisfy thc corrt.spcwtding requirement undo this Security Intl ument 16 Govenung Law; Severabdtty; Rules of Construction. This Security Insoumcnt shall be governed by federal law and the law ot the Jurisdfuron in which the Pioppeity is totaled All lights and obligations contained in this Scutt ity Instrument .ere subject to any requirements and limitations of Applicable law Applicable Law might explicitly 0r implicitly allow the parties to ogler by conuau 01 it might be silent, but such silence shall not be construed as a prohibition against agreement by contiau in the event that any provistan or clause ot tbts Setuiuy instrument a the Note conthcts with Applicable Law. such conthct shall not attest other plovIsinns ot this Security Instrument ix the Note which can be ° given effect without the conflicting provision av As used in this Sewrily Instrument (a) words of the masuiline gender shall mean and include. ° t.orrespunding mulct words or sods 0t the Iemimnc gender. (b) words in the singular shall mean and c include the plural and vice vow, and O the woid "may" gives sole discretion without any obligation 10 ° take any at.tioin 17. Borrower's Copy. &n rower shall be given one copy ot the Note and nI this Saw ity Intl ument ° 18. Transfer of the Property or a Beneficial Interest in Borrower As used in this Section 18, rte's ° "Interest in the Property" means any legal of benehual mterett in the Property, inc but not limited to. those benehual mtetests banslcned an a bond tom decd. umtrat.t tot deed installment salts contiact err escrow agreement, the intent of which is the timister of title by &n tower at a tulurt date to a put t.hasei • o it all of any pail 01 the Property 01 any Intacst m the Property is sold Of tiansla ltd (01 11 &ninwel • Is not a natural pet son and a benclival intents( in 13oiower is sold of liansloted) without Lender's pilot written consent. l.cndeo may tequoe immediate payment in toll of alt sums xuitcd by this Sectaity instrument Howevet, this option shall not be cxcrused by Undo It utt.h exetuse is puohibited by Applicable Law It Lender excuses this option. Lender shall give &nrower notice ot au,eleratton fhc notice shall provide a pound of not less than 10 days hom the date the nose is given in accofdaoce with Sedum 15 within which &mower must pay all sums secured by this Security Instrument 11 Boilowei fads to pay these sums plum 10 the expiation of this maid. Lender my invoke any remedrcs pumitttd by this &Guilty Instiument without luither notice to demand on &mower 19. Borrower's Right to Reinstate After Acceleration. It 33tmowei meets certain umdrllons, &mower shall have the right to have cntatcement ot this Se un ity Instrument discontinued .0 any time pnoi to the c.ultc*.t ot (a) five days betore sale ot the Piopetty pursuant to any poww of sale umlauted in this Security Instrument. (b) such nth pea Ind as Applicable Law might speedy lot the to mutation of &grower's eight to tamstate. o (c) entry ot a Judgment entoung this Ser.uuty instrument !hone conditions oe that &mower (a) pays Undo all sums which then would be due under this Sam ity Instrument and the Note as if no accefoation had ocwued, (b) cures any default of any other cosenants ot agreements, (c) pays all expenses Inclined in enloictng this Smut ity Instrument, including, but not limited 10. ieasonablc attorney; tees, ptopemty inspection and valuation tees. and Mho tees intuited to the pulpits° ot protecting Lender's mtacst in the Ptopaty and eights undo this Security Instrunioni and (d) takes such action as Lender may teasonably requite to assure that Lender's unties( in thc Piopeity and tights undo this Security Inshument, and Bintowet's obligation to pay the sums su.wcd by this ec.unty Instrument. shall umtinuc unchanged Lcndcr may tc that &nrower pay such icinstatcmi.nt sums and expenses in one ol mole of the following toms, as selected by Lender (a) cash. (b) money older. (c) ©4A(WA) (0012) Page 11 0115 H 0 Form 304E 1/01 cutit,cd check, bank check. ncasutei's check 01 wshta's check. piovoded any such chock ss diawn upon an institution whore deposits ale insured by a tederal agency. instrumentality of entity, or (d) 1 Iectronie Funds Tiarstei Upon ianstatcmcnt by Boomer, this Seeunty Instrument and obligations se urul heteby shall remain fully ettective as Il no ac.t.eleiation had ox.cutred However this it ht w iemstatc shall not apply in the use of ,u.cela anon under Section 18 20 Sale of Note; Change of Loan Servuer; Notice of Cnevance Hie Notc of a palltal mtciest in the Note (together with thus Scc.uuty Instiumenl) can he sold one of more times without porn matte 10 Moose' A sale might result m a change in the entity (known as the 'IAtan Scrvu.at ") that collects Poiada Payments due undo the Note and this Soxunty Instrument and pafoims (echo moutgage loan servicing obligations under the Note this Scusnty Inttiument, and Applicable Law Thuc also might be one or mac changes ot the Loan Servicer uniclated to a bale nil the Note It thcic is a change 01 the 1 own Servitor, Borrowei will he given wt men not+xc ot the change which will state the name and address of the new Imo( Scivseer. the addles% to which payments should he made and any other intimmattnn RFSI'A requues in connection with a notice ot tianster of setviung 0 the Now 1s sold and thcicalto the Loan is sci (geed by a Loan Services Who than the purchaser 01 the Note the mot loan sciviang obligations to &»sower will remain with the Loan Sawa of be translaied to a bus cssots Loin So vices and ale not .• - assumed by the Note put chases unless otherwise piovtded by the Notc pufehasa f Neithet liorrowcs nor Lender may eommeno.e loin. of be joined t0 any tudival action (as etthei an ory 0o individual litigant of the member ol a class) that arises trim thc oche' pasty's actions puisuant to this Scull ny Instrument its that alleges that the (Ma patty has bleached any pioviston ot, 0, any duty owed by aos reason ot. this Secwity Imo ument, until such BOIOwei of Luidei has notitictil the other pasty (with such nonce given in eomplianee with the ioquuunents 01 Salton 11) tit sal alleged hie.Kh and Minded the fen other party hereto a reasonable period alto the giving ot such notice to take uniective action 11 m Applicable Law provides a time pe sod which must elapse before certain action can be taken, that time N period will be deemed to he icasonable loo puipo ses ot Ihis p.uagiaph The notice of aceeleratum and •o opportunity to cure given to Roiiowei pufutant to Section 22 and the notice ot decelesahnn given to ns Borrowes pursuant to Section 18 shall be deemed to satisfy thc notice and opportunity io take coneeusc action provisions ot this Section 20 21 Hazardous Substances. As used in this Sexton 21 (a) "Hazardous Substances" ale those substances d(11111xd as kixic or haiaidous substances, pollutants, 01 wastes by Environmental Law and the following substances gasoline koosenc. other flammable its tome pcuoleum ['inducts tome pestcudes and herbiudes. volatile solvents. mate' sails umUmmg asbestos 01 to maldehyde and iadioacltse nano i.ds (b) "Environmental Law" means leda al laws and laws of the Jniw:he on what the 1'i operty is located that relate to health. satcty 01 environmental pfote/mon. (c) "Environmental Cleanup" oxhide+ any iespoinse action iemedial action or removal action, as defined in Environmental Law, and (d) an "bnvuonmental Condition" means a condition that can cause. u)nnibute to 01 otherwise tisgge an l:nvuonmcntal Cleanup Romowei shall not cause on pcimot thc psesence. use. disposal. snuage. 01 release of any Ilawidous Substances of threaten to ;clam: any Naz.ndou% Substances, on tit in thc Property Roniowa shall not do, nor allow anyone else to do. anything altaung the Piopaty (a) that ss in violation of any Lnvnonme.nal Law. (b) which eieates an hnvuonmental Condition its (c) which, due to the piesenec use of release 01 a Ilawrdo us Substance, creates a condition that adversely affects the value of the Psopeily The pieceding two sentences shall not apply to the ptescnee, use, or stolagc on the Piopcity 01 small quantities ot Hazardous Substances that are generally icungnved In be appiopiiate lv notmal icsldenurl uses and to maintenance ot the Property (including. but not limited to hazatdo us sutstanees to xonsuma products) Holm el shall promptly give Lender ashen notice ol (a) any snveasgatson claim demand. lawsuit tit other action by any govanmental its iegulatoiy agency (n prvale patty involving the Piopeity and any Hazardous Substance of L•nviionmentat Law of which &+Howe, has actual knowledge. (b) any Environmental Condtti n. including but not limited to any spilling. leaking. dischaf gc. tcicase of thieat of i4 -5A(WA) (0012) Page 12of15 Fenn aosa 1/01 release. ot any Hazardous Substance, and (c) any condition causal by the presence. use or release nI a liarardo us Substance which adversely affects the value of the Piaperty It Jltwrowa learns, or is notified by any governmental or regulatory authority, nr any p ovate pity. that any removal or litho iuncdiaiion ot any Hazardous Substance affecting the Property is neccsrwry, Bonowcx shall lumpily rake all ncxc ss.uy remedial actions in accordance with Envuonmental Law Nothing herein shall ucate any obligation on Lender tor an hnvir onmenldl Cleanup NON- 11NIPORM COVENANTS &crown and lender fin (het covenant and agiee.Is follows 22 Acceleration, Remedies. Lender shall give notice to Borrower pnor to ae elevation following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise) The noon: shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by whkh the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result an acceleration of the sums secured by this Secunty Instrument and sale of the Property at public auction at a date not lass than 120 days in the future. The notice shall further inform Borrower of the nght to reinstate after acceleration, the right to bring a court action to assert the non- existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by Applicahlc fQ Law If the default is not aired on or before the date specified In the notice, Lender at its option, may require Immeduite payment in full of all numb secured by this Security Instrument without further demand and may invoke the power of safe and /or any other temcdics permitted by crs Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title o' evidence. Ira if Lender invokes the power of sale, Lender shall Rive written notice to Trustee of the •• occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee • 11:3 and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons at Applicable Law may require. After the tune required by Applicable Law and after publication of the notice of sale, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder at the tune and place and under the terms designated in the notice of sale in one or more panels and is any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale Lender or its designee may purchase the Property at any sale Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recitals in the Trustee's decd shall be pnma facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (is) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Secunty Instrument, and (c) any excess to the person or persons legally entitled to it or to the derk of the superior court of the county m which the sale took place. 23. Reconveyance. Upon payment of all sums sauced by this Secunty Insuuntent Lender shall icquesl Tiustec to reconvey the Piopeity and shall surendn this Sammy Instrument and all notes evidencing debt sawed by this Saintly Instrument 10 Trustee Trustee shall teconvcy the Property without wattanty to the pawn Or pclsonb legally entitled to 11 Such poison in persons shall pay any recordation t.osts and the Trustees tec los preparing the leconvcyanu. 24. Substitute Trustee. In au.oidanee with Applicable Law, Undo may liom time to time appoint a sutcessni trustee to any Tiustce appointed hcieundc who has ceased to act Without conveyance oI the Propeily the successor lustce shall suu.cul to all the title, power and dunes conlened upon 1iuslee herein and by Applicable Law a4A(WA) (0012) Page 13 of 15 Form 3001 1101 25. Use of Property The Property rs not used principally ton agrtcultwat purposes 26. Attorneys' Fees. Lends shalt be entitled to recover Its seasonable atunncys' Ices and costs an any actin of pio ceding to umstrue 01 entoue any tam oil this Security Inshumenr The tam "attnrneyt lees " whenever used in this Semity Instiument. shall include without limitation attrnneys tees mewed by I_cndu m any bankr uptcy pio ceding to on appeal ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BEI.OW. &ttrower accepts and agrees to the tams and envenoms contained in this Security Instrument and m any Radio executed by &xu>wu and iewrded with at Witnesses 116 (Seal) deo HOA NGUYEN IAMlo..cl N m CA O y - �, . _ jSeal) R�+ set - IUl.lowtt es/ O C► er C)-6A(WA) (0012) (SwI) (Seal •ILW It1111 owu (Seal) (Sell) Huai (WAY 40,10...1 (.Seal) (Scat) All ltnvU •111111%1.1 Page 14 of 15 Form 3048 1/01 STATE, OF WASIIINGTON County of Ki On this da pet,tmalty appeated Woe me to me known to be the mdtvidual(s) desenbcd in and who executed the within and lotegotng tnsttument. and acknowledged that be4hdthcy signed the same as hriAte, /thctr tree and voluntaiy act and decd to the use, and put poses thctctn mentioned GIVEN under my hand and official seal this day of 744 2 a m 4A(WA) (0012) Page 15 of 15 1 H a rlD Nwary Public And kw du, ltak 01 WaJunyMm te.Adm t at a- My Appointment Fi pn / % es on Z /o Fotm 804$ 1/01 at'► THAT PORTION OF THE SOUTH 128.5 FEET OF THE NORTH 149.5 FEET OF GOVERNMENT LOT 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M , LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS' BEGINNING AT THE S.W CORNER OF TRACT 12 OF FOSTORIA GARDEN TRACTS, THE SAME BEING ON THE EAST UNE OF COUNTY ROAD, THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 12, A DISTANCE OF 395 FEET, MORE OR LESS, TO THE EAST UNE OF GOVERNMENT LOT 1, SAID SECTION, THAT BEING ALSO THE WEST LINE OF THE STEPHEN FOSTER DONATION CLAIM NO 38; THENCE SOUTH ALONG SAID LINE 128 5 FEET, THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 413 FEET, MORE OR LESS, TO THE EAST UNE OF COUNTY ROAD; THENCE NORTH 10° EAST ALONG EAST LINE OF SAID ROAD TO THE PLACE OF BEGINNING; EXCEPT THE EAST 122 FEET THEREOF, EXHIBIT A SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON sv cr AFTER RECORDING MAIL TO Name Address City, State, Zip Hoa Nguyen 10621 56th Ave. So. Seattle, WA 96178 Filed for Record at Request of Lawyers Title Agency of Washington Escrow Number Grantor(s). Hoa Nguyen Grantee(s). Hoang Do $ 4+0,4 tiG fl'EN Abbreviated Legal Lot1, section 15, township 23 N., Range 4 East W.M. Additional Legal(s) on page. Assessor's Tax Parcel Number(s). THE GRANTOR(S) , Hoa Nguyen For and in consideration of Love and Affection Conveys and quit claims to, Hoang Do a} Now $Gursry The following descnbed real estate situated m the County of King State of Washington together with all after acquired title of the grantor(s) therem• See Legal description Attached As '' wri.day,4' • Dated this the /Alp STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that (is/are) the person(s) who appeared before me, and said person(s) acknowledge(s) that (helshe/they) signed this Instrument and acicnowiedge(s) it to be (his/her /their) free and voluntary act for the uses and purposed mentioned in this instrument Dated. 12,10102.. QUIT CLAIM DEED )ss. 111111101 E1926948 s&T PAGE 001 OF 003 LPB -!2(i) 7/97 � . e�y rpn.,r i7r� rras� „ ���y ¢ , .�..,M,; 1 rkNim .4rtifSiibttr��x,nlr r�C:aafi�dr ry � ... ,a.rr a .t4e a r�'Jik�,ir She address (attach wrap ertdiegal description showing hydrant location and size of main): Jut3�. ' igii �ti�' E `, +.'F ��'!e r 7 ' t r is !R�,g�1� r. 14aire.� ”' �.aT�v�' t.y ra�T42'j'a1 ,y vnr, v � ry Y�A �.. U,x:w+l.xi flAt, G �� F GflY- L1w1+V !Rea. 'iL`a � � rt''f � d=. f�Lb Rw ; '?�•� Name: Name Address: Dt . Phone: c9 7 � _ op.is - This certificate is for the purposes of: ❑ Residential Building Permit ❑ ❑ Commercial /Industrial Building Permit ❑ Owner /Agent Signature togttAt an OF TURWIL 4 Community development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 96188 Preliminary Plat Rezone I hereby certify that the above Information Is true and correct. /rt' C) 4'c 4i e— 17� f � �?S` Agen� hone Z- – Z-' —9 Z - 7 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Address: Phone: PERMIT NO.: ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant t� the closest point of structure is ?CO ft. Area is served by (Water Utility District): I,t ► 0 15 ilo . /9-" By Date r was 1. The proposed• project is within i - �J"� � ( L L I y (City /County) 2. a2Klo Improvements required. 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum 11ovr requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 't 7 00 at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. 5. Water a ilability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. �t-- 7 -- Z Ti—es This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." Permit Center /Buil Division: 20613173670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 Date k-,Fptye-C - z s —, ' gpm CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 a A 7 x I Iary .aYn r La d �++ 1 r v � { 9� o i 4'. A1rvR a �e1 ' !r'pd . Z`'yi vµ �.ryy y Y. d�l� .k�R'.�'1'�9 �'r1 1 : °Jt�R+ .t�.. IN riq:�YJt.�w R: Site address (attach map and legal description showing hydrant location and size of main): !Ole 2..1 5(3 1 • 1 1 11-ItL S. /36oe MAC- Address: 5 ` t S - . /U e / 4 S /0,1 Phone: ei".3 - — c/Siro Name: Address: Phone: - to 0 -- 02/ k v //// /06Zl 54, /b -S This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ CommerciaUlndustrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is 2 - 0 0 ft. Area is served by (Water Utility District): 4 -4 TC/e 49/5 j / 2 - Owner //)rjent Signature CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 1. The proposed project is within 1. f , .A.V-.A.rt IQ � t (City /County) 2. E No Improvements required. 3. The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom la needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 8q at 20 psi residual for a duration of 2 hours at a velocity of 20 fps as documented by the attached calculations. 5. Water availability: I r . Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. 0 System is not capable of providing service to this project. I hereby certify that the above information is true and correct. k - t ' r-&-O l� Agency hone 2 ' 2 i-t 2 - By PERMIT NO.: ,Tj Short Subdivision ❑ Other Date This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." d RC E., er 2o03 / Z-- a —O3 gpm Date Off ud t. I Z -rQ —0 if Applicant's Signature District Representat ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ("City"). This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Date Ace., 4er Q3 Date 1MIo MEMORANDUM TO: BUILDING DIVISION — Brenda Holt, Permit Coordinator O FROM: PUBLIC WORKS DEPT. — David McPherson, Deve lopment Engineer DATE: November 7, 2003 SUBJECT: Do — 5 Lot Short Plat 13604 Macadam Road South Permit No. PRE03 -023 The following comments should be attached to the Public Works, pre - application checklist. 1. Right -of -Way shall be dedicated to the City along S. 136` Street. The minimum required Right -of -Way along S. 136 Street shall be 40 feet. See enclosed sketch. 2. Right -of -Way shall be dedicated at the NW corner of your parcel no. 152304- 9047. Existing street pavement, is within your property. See enclosed sketch. 3. Roadway improvements within Macadam Rd. South, adjacent to your property, shall be required. To be determined by the City Public Works Department. CITY TUKWILA Pre - Application File No PRE03 -023 Project Name: ; Do Short Plat Meeting Date and Time 11-06;0302:30 nth = a Site Address 13604 Macadam Road` South VI 2. ❑ 3. 4. ❑ 5. 6. L_ 7. 8. g. 10. 11. drt\pwust.doc 10/28/2003 Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Phone: (206)431 -3670 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information have been supplied. 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Type A Short Term Nonprofit Type B Short Term Profit Type C Construction Type D Long Term Type E Potential Disturbance Type F Blanket Flood Zone Control Sewer Assessment 0 Water Assessment Water District /2C Pre-Application Checklist PUBLIC WORKS DEPARTMENT Water Meter (Permanent) Water Meter (Deduct) Water Meter (Water Only) Street Vacation Developer Reimbursement Agreement Turnover Other: Sewer District V4L -VuE Water and sewer assessments may apply. This will be determined during the Public Works plan review process. Provide water /sewer availability letters. Provide King County /Metro Sewer Use Certificate. Provide plans per City of Tukwila Infrastructure Design and Construction Standards, available in Public Works. C AvA ILA6 LE qt,J C tvt•i OF Tuktv1z tvEg - 5 fTe Site plans must be prepared by a registered civil engineer. Provide survey using NAD 1983/1991 and NAVD 1988 and recognized benchmarks. Provide a feasibility evaluation per Chapter 5 of the King County Surface Water Design Manual. Provide surface water design per the King County Surface Water Design Manual, current edition. Surface water drainage plan must be by a registered civil engineer for all projects which do not meet the Small Site Drainage Review criteria in the King County Surface Water Design Manual, current edition. Provide erosion prevention and sediment control per the King County Surface Water Design Manual, current edition. 12. Provide a Geotechnical report prepared and stamped by a geotechnical engineer. r PUBLIC WORKS DEPARTMENT Pre - Application Checklist File No.: PRE03 -023 ❑ 13. For Flood Zone Control Permit, provide elevations converted to 1929 NGVD. The finished floor elevation for buildings in a flood plain must be at least 1' above the 100 -year flood elevation per FIRM maps. Critical facilities shall be 3' about 100 -year elevation. 14. Provide a traffic analysis /trip generation study when the project will generate 5 or more additional peak hour trips. 15. The maximum allowable slope for access roads and driveways is 15 %. Commercial driveway access shal be 25 -35 feet wide. Residential driveway access shall be 10 -20 feet wide. A residential driveway must Ix paved for 20' from the property line. 16. Provide applicable easements and maintenance agreements: ❑ 17. Provide backflow prevention on: domestic water, fire, and /or _ irrigation lines. in 18. Frontal improvements (TMC 11.12) required include: cua.t l Gc srr . / 5` 5 i bCW.AUK . STR Ed r Li G,-c'r (S , P,q,�`'t -r — -Lai S. 1 4.4j. 5rfg6eT sfh "�_wt*tat'S A Las., fHr etn Rb . Set,n4 _rn ST'oRW► bM iNo4rtE fi! J 19. Undergrounding per TMC 11.28 applies to this project. j1 20 . Provide turnover documents for constructed infrastructure, which the Owner will transfer to the City of Tukwila. ❑ 21. Complete enclosed Business Declaration and return to King County. (Stamped SAE provided) ❑ 22. Contact King County Water and Land Resources Industrial Waste Program for a Waste Discharge Permit of approval. Provide a copy of the approval. ' Additional Comments: l} Soto Wei HA-pn s Reaul<t b - 5e ENcC.OSfrb. 2.) -1•hnc. cN,e J t ,12. - el.'cc.ose 3) Tmc cHo & i - E CLs are \pwn+s.doc 10/28/2003 Enclosures: Bulletin 2 Bulletin . Bu I -tin 7 Bulletin 11 Bulletin 16 : u etin 17 Bulletin 21 Bulletin 22 Bu etin 8 Bulletin 13 Bulletin 18 Bulletin 23 Checklist prepared by (staff): (J_,. -v' 14, rt/lS�.�. - .. how Bulletin 4 Bulletin 9 Bulletin 14 Bulletin 19 Bulletin 24 LA- acz w OS Bulletin 10 Bulletin 15 Bulletin 20 Date: L t!%3 Page 2of2 1 Fa = 1 1 �51� � _a` ''Fh q; IR 8 I I f �q T I $$a�i $ �� qC � i 1 olgoigie Aq $ rld $ ?' q 1 03 l m co D $ I' I 11 1 01 0 soAa q v I 1I a x Ca 0 /pp gig IF ses RE a1 a 11 toR Community Savo lopmant 1300 811 tho•�ntar WA 00168 Tilophoao (200) 481 -86TO FAX (200) 431 -8066 s-as.a tullpYaetulndlaw .n. SHORT PLAT NUMBER PRE03 - 023 6 t 1 Al tact 07011 1 i Qlwr 0 IVXM 88 !T N4T FOR SEWN DO LOCATED IN THa MA 1/4 OF re s.L 1/4 OF SECTION is TOWNSHIP Ss NORTH. .RANGE 4 EAST, N.Y., RING COUNTY. WASHINGTON Mar NOM �� AIM SIIN MO 1n Pt = to GC. MN MINN WO CL* a Mar r 1 w 1 1 saw tee 7 *WY Mil R IOW t SIC s tIwY 7.1.11 11.. 0104.404 ., .. ► woes 11W AVM N R ar rio INIORLICOr WOO ISCLD scalar COMM 30ATJ0R COMES LOOP MOW ��� W awe * tb•t M sat r AGM Flew 1L • 1111304 a UMW 4r 1st■ttn sour tarcol tMla a11.ts• acs • MI a urn ma w as Vr as 14 n1iwMf: pc - u1i N tar V tECCOa1.1 amt Mt RECEIVED fJUL 2 3 2' D EVELOPMENT 1L • 1121104 -1M2 swat JLkk.1/4 ar =1/4 w rner t1 . ► � �Quw1T Al W OAK 2 Namur awe • r /NM1R r At 78 046Or aN //toot as no* •1 ICU 17.4/A0** M. M 1 1111 MOWS GRAMM a aue tar MOM WNW OHM WNW Mr twos o• INC 1W lag r M .OWIi M R n & iOMM • t161p1 BO W y M 7vzr 1O c1 no ow MOM a VAMP MED M OM MO Cr a111R Q 141177 1124/14 � oirJ�110 gem p g • a7. =MOW war 11NW111 M 1M it 70007.01 UV ttlt® w •eM11 7Q .1t /nawr L SOW uz WV ao0•MI amain >aa2 £r tt7. DM swum LOW NSW aweta= ILL sta COL 110 00110• 21.01t t•aa•= r•as 0.9 {/{/2204 2003 -110 row 2 OF 3 sew 1r aM•rrlta,w 1 1 1 _ �rarr ans an sr MOM' -- K4=-- _�++� -_ i •-- ..__11R�JLLMJ raaour AK 114 1114 ge o r 091 r rig A iq 1 �4 J Ali D , I, p �� e i C I ;�x�a - . .: Ilia TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no major or existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the dispersion system has been provided. The inlet of the 24" concrete culvert that crosses under 48 Ave. South should be cleared so that is not submerged. The outlet of this pipe and the 36" CMP culvert that crosses under S. 136th Street should be further reinforced with riprap to prevent the bank sloughing and scouring. A temporary erosion and sedimentation control plan will be created at the final design stage to minimize the transport of sediment laden runoff to the downstream conveyance system. SHORT PLAT NUMBER # CALC'D 1/16TH COR. o ) N.W. COR. GOVT LOT 1 • I SITE BENCHMARK TOP CENTER -BOLT F.H. EL= 301.17 U.S FEET- (ASSUMED) rn N -t� O . 1 5 {. #81 ikryt ASPH• EDGE N. LINE, Cc V'T LOT 1 i =CB?7 END OF FENCE IS . S. OF PROP; UN HOUSE Telephone (20F_� A 31 -3670 FAX - C2 - 66j " 431 E —mail: tukpl; , . akwila.wa.us 60.90 -T G 30' iri r. N' cti N tD 03 0 0. tD i .c . N t0 ti to O N rn rn CO CO 03 Qt Oa N N T. N LEGEND: 0 SANITARY SEWER MANHOLE ® CATCH BASIN 4. F1RE HYDRANT ® WATER VALVE ® WATER METER CULVERT Tom- :l17UTY POLE 03 N88 3352' 276.16' .• N I • .,.c- r ` t$oARE) Of- DENSE T FOR KEVIC7.,0 LOCATED IN THE N.E. 1/4, OF THE S.E. 1/4, OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EALS .ItiR�v KING CO UNTY, • WASHINGTON UA S.E. jSEC.i5. T R4E. 321 (CALC D 6' REC.) A -4 V TL ** 15204—q047 S. 136Th' ST. 33 52t 1 APPROX. 15Z SLOPE AREA (APPROX. AREA - 6058 SF) NOTE: SLOPE AREA DETERMINED BY COMPUTER GENERATED CONTOURS. RESULTS MAY VARY. NO 40X SLOPES; FOUND TO BE ON -SITE 0 a� 1.37' (CAL # 1: SSMH RIM a 305.05 #2: SSMH RIM = 301.41 12" PVC N.= 290.46 12" PVC S.= 290.51 #3: SSMH RIM = 267.50 8" PVC N.= 260.50 8" PVC W.= 260.60 8" PVC E.= 260.10 c , FENCE . COR. - 15178 f T. N. OF PROP. LINE UTILITY STRUCTURE: /6: I.E. 12- RCP = /7: I.E. 12" RCP = /8: I.E. 12" RCP = /5: CB RIM = 299.05 12' CONC, S.= 297.35 12" CONC. N.= 296.85 298.41 298.51 300.63 ✓J ------ 588_00.8 c 171.09_ i TL 152304 -8142 rn ASPHAL, SHED _ ) / ,/ \ / /1 , Kevin Do short plat ( #152304 -9014) The southeast corner of the parcel lies within the 50' Buffer of a Type 2 wetland. 0 50' Buffer Type 2 wetland Type 2 wetland Parcels /V Perennial Streams S. 136st St K. Devlin ji_ � \ug 04 20080103900020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Tukwila. WA 98188 Telephone (206) .431-3670 FAX (206) 431 -3665 E -mail: tukplan0tukwila.wa.us SHORT PLAT NUMBER L04 - 048 CALM 1/16TH CDR. tT I (Q u l �' to WI FOSTORIA GARDEN TRACTS 139* SO. FT. PORTION TO BE DEDICA a. FOR R1CHT -OF -WAY PURPOSES PER REC. NO. FOUND R.R. SPIKE S87J32 W 0.72' FROM fwLCD POSI0074 1 ZONING: LOW DENSITY RESIDENTIAL S.W. COR. TRACT 12, I gzi • 3053 • 30' '• te tid JO' 30' rU � - , r ,,,. LINE S.E. 1/4, SEC. 15. T2.34 W.14 W.M - - , 587 4755T 1321.48' LC/LCD C Fa) NR5'0621T 10.02' ND '32 '15T 11.11• HOUSE F.F.•• 292.7* 1.2' EAVE LOT 1 9968* S0. FT: - 0 79.04' / INSTRUMENTATION: INSTRUMENT USED: GEOMETER 600 FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1:22.000 IN COMPLANCE WITH REQUIREMENTS OF W.A. J72- 130 -090 is io GRAPHIC SCALE 1 65.71' I 20' '1 DRIVEWAY L_ �J 20' SETBACK LOT 2 8444* S0. FT. 30 0 BASIS OF BEARINGS: 30 1" =30' e>_el BEARWOS SHOWN HEREON ARE BASED ON THE EAST E14E OF THE SOUTHEAST QUARTER OF SECDON 15, TOWNSHIP 23 NORM RAMC 4 FAST. W.M. DUNG SOUTH or34'2r WEST AS SHOWN ON THAT RECORD OF SCLRVEY RECORDED IN 8001 155 OF SURVEYS. PACES 122 -122A. . UNDER RECORDING NO. 20021001900010, RECORDS OF XING cower; WASHINGTON. 20080103900020 PACEee2 OF 902 Sett L13.e0 KING YS194 CITY OF. TUKWILA SHORT PLAT FOR KEVIN DO LOCATED IN THE N.E. 1/4, OF THE S.E. 1/4, OF SECTION 15, TOWNSHIP 23 NORTH, .RANCE 4 EAST, W.M., KING COUNTY, WASHINGTON S 1N, MORll1ER PLAT, VOL 14. PC 92 S MIL. C 11145 ANON LAND 0.414 SOUTH 139TH STREET �t TRACT TZ FOSTORIA ORE/01 TRACTS see •3352r 132137 (GCCLU 26922 69.71' 1 20' 1 ARNUl8VY I L_J 20' SETR4Q( TL a 152504 -4014 TOTAL ARCA 95,45715a PT. 02141 ACRES TL #' 152304 -4047 STAB ZIP: h i►W• _ WETLAND 1 85'70. 1 20' 1 0PhE*4Y 1 - L 27' SETBACK L07 4 8442* S0. FT. 20'SE7BA0C ■9748327F 1320.7' (C1LCD 9 RECD 5. LINE N.E 1/4, S.E 1/4, SEC. 15, 723N., R4E (S. UNE GOVT LOT 1) 20' SETBACK 20' &MACK -; :tic; - - - - j0' BSa' - - 5°. D gUFPER 65 .71' " � _ . -- x.70' NL9B 9352 S • CHECKED BY REFERENCE SURVEYS; 1. (REC. /20021001900010) 80071 155, PACES 122 -122A 2. (REC. /9711079012) 800K 116 PACE 101. .3. PLAT OF FOSTORIA GARDEN TRACTS. VOLUME 9, PACE 95. 4. PLAT OF RNERTON MACAW ROAD TRACTS VOLUME 15, PAGE 53. 5. MOWTWER PLAT, VOLUME 14, PACE 92. 6. KING COUNTY ENONEERIAC QUARTER SECTION LAP. SURVEY IN N_E• 1/4 OF S.E. 1/4 OF SECTION 15 , T. 23 N., IN KING COUNTY, WASHINGTON DRAWN BY T.E.C. PROJECT SOME: DO SP //CREATE& w.s .74 23 08.04:07 200.3/ /PREY. PLOT: Mon Jun 11 15:1 &11 20Q0 Thu. 0... 20. 2007. 16:44,37 -. TL s 152304-4142 0.8.11. n 122.07• — S.L 0017.CC 11176- 02NUTON LAND CUM SCALE 2 1 " =30' 1 8i LEGEND: • 5E7 I/2' RELNR W/ CAP '40016' DATE 12/20/2007 I VOLUME PAGE SHEET NO C NONUUEN W LEAD DOWN 0 .3' E 1/4 CDR. 14 1 ; 1a., aJo x� pna I . 1 22 • 796.50' NOTES: 1: MONUMENTS LAST VSRED ON 7- 21-03. 2. THE 80UNCARIE5 SHOWN ON THIS SURVEY REPRESENT DEED 7.94ES ONLY, ACTUAL OWNERSHIP •47 OTNERWLSE BE DETERMINED. FOUND CONCRETE •ONUMENT W/ BRASS DISK IN CASE S.E. SEC CDR. • v 11 '14 1 :.IA 22 A 23 Cramer Northwest Inc, Surveyors Planners 8: EngIn••r• 945 N. CENTRAL. STE. /104, KENT; WA 98032 E -MAIL• cn ecramemw.com (253)852 -4880 (local) or 1- (800)251 -0189 (fol1 Iroe) (253)852 -4955 (7..) JOB NUMBER 2003 -1065 2 OF 2 • C \John's TU jobs \2003- I06S- 06- 11- 07.po SHORT PLAT NUMBER L04 -048 DE ":rl'A. ION: 1.1101: AI' YEN BY MIESE PRESENT THAT WE. THE UNDERSGtD. OWNER(S) IN FEE SIMPLE OF THE LAND "FRED' '„CRIHED [r' i'EREBY MAKE A SHORT SUOD99St7H THEREOF PURSUANT TO RCW 58.17060 AND ACI7LOWUEDCE 7 - 1T . °JJD SUBDIVISION SHALL NC; RE FURTHER DOMED IN ANY MANNER WHIN A PER/0.1 /.F ENE MFRS. FROM AVE OF RECORD. W1TI90UT THE FILNG OF A FOUL PLAT. THE UNDERSIGNED FURTI'E': DECLARE 1115 SHORT PLAT TO BE TIE CRMF[C REPRESENTATION OF SAND SHORT SUBOMSION MD 1' t 'AW. IS ME WIRI TILE FREE CONSCIT AND N ACCORDANCE WITH THE DESIRE Or Tilt OWNER(S). IN WT:HLSS WHEREOF NE IN SCi •' S MID S . 'N• STATE F• • :YA.I IOl • . coUNr.• JF KNG N" .'i - ALLY A: PEMCD BEFORE YE H &0. N U Lie r ) :^ VC KN .571 1 N ? DL DMDUAL WHECOED THE WITHIN PW FORECON. INSTRUMENT /::: LCKNON'.C."' ' .: HE/SHE SIGHED ::. SAME AS WS /HER VOLUNTARY AC1 AND DEED FOR THE l'SES Y.» .7RPOSES TIIETTEIN MENTIONED. GIVEN U1: • f r( 11.r. AND CfT1C'L .•L n9S_LDAY OFASSILL '_5'-t / 2n o-7 =NATURE: /Ake t / i / � tf .1 ( • MAW AS COMMISSIONED. /1.'H twit A Uke e : " AID �} �, •�'' City of Tukwila Department of Community Development. 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone ( "5'6) 431 -3670 FAX (206) 431 -3665 E- mail:: tukplan ®tukwila.wa.us . Tm r• Notlzr * IIY APPOINTMENT EXPIRES. OS' 69., O '"ATE OF WA' WITTON • ?O OF K111G 011 ?OWN DAY PERSONALLY ARV .= ::FORE Mf �jO� ' .�L c y �+� TO LIE KNOWN TO BE C INDIVIDUAL WHO EXECUTED THE WRFl1e1 AND FOREGOING INSTRUMENT MID ACKNOWLEDGED THAT 11E/SHE SIGNED THE SAME AS IDS /HER VOLUNTARY ACT MD DEED FOR TILE USES AND PURPOSES :HERON MENTIONED. EN UNDER UT HAND AND OFFICIAL SEN. TTD (AY Oft1S:9xSL_. 2t8.7..... WEN .•e SI''lATURE• /JAL a IU4r AS cOLIMISS1011 D• Muni h(.trk Ni. ...144_____ IA I^rYANTMENI E< ANTE 10- 119 - 10 f IAN(! SURVEYOR'S_ C , ON . C Tl ' MAT LAND ER N (1Y THE STA E Of WASHINGTON. C LAT THIS PLAT S BASED ON AN ACTUAL SURVEY OF THE E LAND D DESCRIBED HEREIN. CONL"JCTED DY ME OF UNDER MY SUPERMSION: THAT THE DISTANCES. COURSES AND ANGLES ME SHOWN HEREON 'PRREC LY; AND THAT MONUMENTS OTHER THW THOSE MONUMENTS APPROVED FOR SETTING '.T A LATC.: \TIE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED 011 .. .T. TUh'WIIA SHORT SUBDIVISI•'1N COMMITTEE APPRO' iL REV'EWED A APPROVED DY THE SHORT SUBDM COMMITTEE AND HEREBY CERTIFIED FOR FIUNG DI I� , , �AY F. -..l� C N I 20 01 CHAIRPERSON. NOR( SUBDMSION COMMITTEE LOCATED OF SECTION 15, APPROVALS: KING COUNTY FINANCE DMSKON 1 CERTIFY 'MAT ALL PROPERTY TAXES ARE AMOUNT TO PAY THE TAXES FOR THE ASSESSMENTS CERTIFIED TO THIS OFFICE FOR ON ANY OF THE PROPERTY HEREIN DEDICATED AS ARE PAID IN FULL • TI US DAY PF KING COUNTY TREASURER KING COUNTY ASSESSORS APPROVAL MANNED MD APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS 3,4 ' AT e • 20A Scott 14,941 KING COUNTY ACESSOR PARCEL NUMBERS) I S7' - Cb Iql CITY OF TUKWILA SHORT PLAT FOR KEVIN DO IN THE N.E. 1/4, OF THE S.E. 1/4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON P n MID TINT DEPOSIT HAS BEEN MADE 91 SUMCIEN' ' • YFAR;,TINT THERE ARE NO DELINQUENT SPECIAL e. • Aim THAT AIL SPECIAL ASSESSMENTS ALLEYS, OR FOR OTHER PUBUC USE 20 NOTE: TO COMPLY WTI THE CEOTECHNICAL ENGINEERING REPORT • BY UV d( ASSOCIATES WC.. ELATED JULY 5. 2005. ANO SUBSEQUENT C£OTECHNICAL. REPORTS LOT 1: DAT PORTKW OF GOVERMENT LOT I, N DE NORTHEAST OWNER Of DIE SOUTJCAST OWNER OF SECTXW 15. TOWNSHIP 23 NORTL RANGE 4 EAST. W.M. LYING FAST or DE calor R040. OLSMEAM AS FOLLOWS coksec IG AT DC EAST QUARTER LDIb ER 0' SAO SECTION 15; (MACE SOUDN orJ42r WESE ALONG TIE EAST IRE 0'' SAO . Cnav 15. A AS'TANC£ Of 21.00 FEET TO DE SOUTH ME 0' TRACT 12 0' DC PLAT Of FOSTORIA GARDEN TRACTS AMOCO N vatic 9 Or PLATS. MCC 95, RECORDS Of KW COUNY, WA3WL7&t DIME ECM 883J32' war. ALONG SAD SOUTH LAC 4 ASUMT Of 1115.62 FEET TO A PONT 319.12 DIE WEST OF DC NEST L'T Ar DE STEPHEN 'OSt'R DONATION LAW CLAM NO .34 AND nE PONT Of REM O* THENCE ::Lm: 0r06'29 WF.z. PARALLEL rim SUO WEST LNG A ASWCC Or 12550 FOIP DEICE NORM 5833'Sr 11£.7 A 1KSTANCE OF 7904 FEET TO A POINT OV DC EAST WON Or M4CAOW R040 SOUT19 THENCE NORM 0714717 EASE MONC SW NAM A OSTANDE OF 96.30 FEET; TENCE NORTH 11711•39' 9TS7, A OSLMXE OF 1158 FEET; ' THENCE ?MIN 403715'. AST A DISTANCE OF 11.11 FEET; • THENCE NORM 0506'21 EAST. A DISTANCE 0r 10.02 FEET TO DE . . SOUTHWEST CORNER Or TRACT 12 0' 54. PUT IIF FOSTORA GARDEN TRACTS; T OKE 50111N 83'3r5r EIS(, ALOAC THE SOUTH LIVE OF SOD PUT. A DISTANCE 0r 7210 FEET TO DE PONT OF BECJRONG. S,7UN1E N AE CITY or TTAIWIA, CONEY OF KRIS 52477 07 WA99NCTa7 SURVEY IN N•E• 1 /4 OF S•E• 1 /4 OF SECTION 15 T. 23 N., R._24. _E., W.M., IN K:NG COUNTY, WASHINGTON REC( FILET VOLE SU':. OF RECORDS AND ELECDO SS KING 111111111 1111 OFF eel 20080103900020 /RGOUI SPA Si3.99 91/13/2198 14:26 K11 CANTY, 148 DAY OF RECORDED IN 7, WASHINGTON. OWHER(S): ADDRESS. PHONE: CITY: STATE' 21P: DRAWN BY CHECKED BY T.E.C. O.B.H. ITN. Cramer Northwest Inc. Surveyors Planners & Engineers • 945 N. CENTRAL STE. /104, KENT, WA 98032 E - MAIL• en10eramernv.eom (253)852 - 4880 poem) or 1- (800)251 -0189. (loll Ir..) - (253)052 - 4955 (Lea) DATE SCALE 6/11/2007 N/A JOB NUMBER SHEET 2003-106S 1 OF 2 LOT 2: THAT PORTION G"' w VFRIJL1ENf LOT 1, 94 ME NYOR7NEAST OWED Or THE SOUDEAST QUARTER Or smog 75. TOW199P 23 ACRPt RACE 4 EAST. W.M., LYNC EAST Of DE MINTY ROAD, DESCRIBED AS FOLLOWS COMMENCING AT NEE EAST OWNER CORNER OF SAD SECTION 15; THENCE' 501171* 01'3477 WEST. NOW DE FAST UNE OF 540 SEC1LW 15. A DISTANCE OF 21.00 FEET TO THE SOUTH LINE O' TRACT 72 OF NNE PLAT OF FOSTORIA C4RDEN TRACTS RFQOROO N VOLUME 9 WPM'S. PACE 95. RECORDS OF KING COUNTY, WAS/1941040 THENCE NORM 863J'St 9751,, ALOC SAD SOLIDI EN E A MINCE Or 1049.91 FEET TO A POINT 253.41 FEET NOT (A'' HE NEST UNE OF THE STEPHEN FOSTER DONATION LAND CLAM N0. 38. ANODIC PONE 1.r BECNN 4 Ram SWIM 01'0679" WEST, PA94U11 97111 540 9257 UNE A DISTANCE O' 12550 FEET; THENCE NORTH 883337' - WEST A MINCE OF 65', FEET; Offer NORM 01'0679' EAST 128.50 FEET TO A ; DWT ON RE So1171I UNE . OF TRACT t2 Of SAID FLAT Or =TORN GARDEN TRACTS; REVS SOLO 8C3312 EAST AMC THE SOUTH UNE OF 540 PLAT. A DISTANCE OF 65.71 FEET TO THE POINT Or BEGINNING =WE IV DE CITY OF RUONtk COIN Or INC. STATE or WA91IAC10N DEPUTY KING COUNTY TREASURER DEPUTY ASSESSOR LEGAL DESCRIPTIONS (NEW): LOT .3: TH41 PORTXN OF COIFPN8ENT LOT 1. N THE NORTHEAST 01A21124 Or TIC SIOUNEI51 O04Y7FR OF SECTION 15. IOWNSHP 23 NORM R LACE 4 LASE, P.1L, LYNQ EAST O' DE COMET ROAD, DESCRIBED AS FOL17'3 COUNDI.1AG AT TIE EAST QUARTER CORNER OF SAID stook t5; THENCE SOUTH 0('34'27 NEST, ALONG 7NF EAST LINE Of SW SECTION :t A &SLAKE 0' 21.03 FF1T TO DE SOU", 1.9E 0' TRACE 12 Of DC PLAT OF FOSTORIA GMIDOJ TRACE$ RECORDED '' VOLUME 9 Of PLATS PACE 95, RECORDS OF KW CO.NIY I6491NCI0'; MACE NORTH 8831'52" 9757.. AL&NC :'r SOUTH LINE A DISTANCE Of 9A420 TILT TO A NOWT 187.70 FEET NEST OF DE WEST LAVE Of DC S,TO'TN FOSTER DONATION LARD CLAM N0. 38, MW THE PONT 0' BFGNIRK r.NNCE SOUTH Or06'29' WEST, PANED WITH SW 11751 LIVE A &1TANCY OF 12650 FELT. -- DACE NORTH ar 3'5r WEST A D15TA1? Of 65.71 Fl3T; HENCE fKRIN 0106'29' EAST 128.50 FEET TO A POINT ON THE SOLIDI NNE OF TRACT 12 OF 510 PLAT 0' FOSTORIA 04NOEN 7RAC1S TIENC£ sown 88J3'52' EAST, ALONG DC SOUTH LOVE Of SAD HAT, A 030.414 F OF 65•71 FEET 10 THE POOR CIF BLCNEANC. SITUATE N DC CITY Of RAM A, COUNTY O' KM, STATE Of WAS(N ETON. LOT 4: TAT PORTION Of 00,4RAVADIT Lor 1. 91 TIE NCRDEASI OU4R7ER of PC SOUTHEAST QUARTER Of SECTION 15, roomy 23 NORTH, RANCE 4 EASE, W.Y., LOW EAST OF 11.E COUNTY ROAD. DESCRIBED AS 1001095 COUltD,O 0 AT THE EAST QUARTER CORNER 0'' SAO SEC7IUN 15; THENCE SOUTH or347r WEST, AMC DE EAST UNE Of SAC SECTION 15. A WINCE OF 21.00 FEET 1O MC SOUTH LINE OF TTA E 12 Of PC HAT CE FOSTORIA GVNOEH TRACTS RECORDED W VDLLWE 9 OF PUTS PA6f 95. RECORDS Of KCVO COUNTY, W.WWC7014 RACE NORTH 8f33'52' WEST, ALONG SAO SOUTH LIVE A &STANCE OF 91550 FEET TO A PONT 122.00 FEET NEST OF THE (WEST LIE Of DE STEPHEN FOSTER DOWDOAI LAND C1A51 N0. 38, AND THE PON1 0f BECJM4Na T1EPK.E scum 0r0679• WEST, PARA1110 9711* SAD WEST LINE A &STANCE OF 12550 FEET; TWICE NORTH 83'33'52' WEST A 0STAEK;E OF 65.70 FIEF DEICE NORTI 01'0679' EAST 128.50 FEET TO A PONT ON nC SOUTH LIE Or TRACT 12 O' SW PUT 0r '0STORN C4RDEN TRACT TIE. C7' SOUTH 8833'52' EASE NOW TIE SOUTH UNE Of SAC PUT, A DISTANCE OF 65.70 FEET TO THE PONE OF BEGi1NNQ. SITUATE N DC CITE OF RA(WIA COUNTY Of KNC, STATE OF WASH ACTON 6• VICINITY MAP VOLUME PAGE LEGAL DESCRIPTION (OLD): (PER TRANSWU1fW TITLE HS0RWCE COMPANY ORDER N0. 20048746, ELATED L44RLY1 9, 2007) THAT PORTION or DE SOUTH 726.5 FEET OF THE NORTH 149.5 FEET OF GOVERNME \ NT 001 I, SECTION 15, TOWNSHIP 23 NORTH, RANCE 4 EAST, W.M. LOW EAST Ce DIE cower DESCRIBED AS FOLLOWS: FOLLOWS: 0, t4� BEGINNING AT DIE SOUTHWEST CORNER OF TRACE 12 OF FOSTORIA CARDEN TRACTS, 711E SAME BEING ON TIC EAST UNE OF COUNTY ROAo: THENCE EAST ALONG THE SOUTH UNE OF SAID TRACT 12. A DISTANCE OF 395 t TT. MORE 0R LESS, 70 THE EASE LINE OF GOVERNMENT LOT 1, SAID SECT/0'4 THAT BFJNG ALSO THE NEST LINE OF THE STEPHEN FOSTER DONATION CWM N0. 38; f THfNCE,ALONG SAD UNE 128.5 nu; THENCE war PARALLEL WITH THE NORTH UNE OF SAID GOVERNMENT LOT I. A DISTANCE OF 413 FEET, MORE OR LESS, TO n17 EAST UNE OF COUNTY ROAD; THENCE NORTH 14700'00 EAST ALONG EAST LIVE OF S410 ROAD TO DIE PLACE OF EX� EAST 122 FEET n4ERFZ STELLATE W THE CITY OF TUKWILA COUNTY Or KING. STATE OF WAS111.CTON. H N.T.S. AREA DEMO DEDICI Tr l: DEAL PORTION OF COERNE ,. LOT 1. N PC NORTHEAST QUARTER OF ITC SOUTHEAST OU44717: 0' SCION NS TO9N99' 13 NP1L RANCE 4 EAST, w.1'. 1 AST of n1E COLI"1Y ROAD. ^ESCR'9ED AS FDUC.• CLAW,ocavo A7 PE EL. WARIER CORNER 0r SVO 57777 15; n8]rE SOUTH 0r3477' 975T, ALONG THE EAST .NE E..' :.VD SECTION 15. A &STANCE OF 21.0'' FEET TO TE SCUM (1.`E OF TRACT 12 Of D' PUT of FOSTORIA GARDEN 77.1715, RECORDED N '9'.W1E 9 OF PUSS. PACE 95, RECORDS Of I.TNC COUNTY, IGASHW("": DEICE NORTH 88'33'5Y 9751 Kea "40 SOUTH 1N[ A NS ALCE Of 1137.12 FEET l0 A PONT 391.22 FEET WEST OF THE wE57 '1k' :w TIDE S7FPECH NOSIER NXYA7KW LAND CLAM N0. it AND PE NWT OF QUEUING DEICE SCUM 05'0971' WEST, A .STANK( or 15.92 THENCE SOME 40.37 I5' NEST A IJSTANI0Y Or 41.11 FEET 70 A PONT ON DE EAST MARGIN Of MAGDIAM ROAD SOU 't Aare NORnt IP1139' WEST. MOVE SW M410*'I, A& SINCE Or19.00 MET TOA PONT OYDC "1UnhNM EF SVO 10570811 G4N'Df& TRAM THENCE 5(01171 83'33'52' EASE ALONG TC SOLIDI 1 WE ,Y SAM 1141. A DISTANCE Or 11.49 FEET TO DC PONT Of BECNII9K. SITUATE N DC CITY Or DAOWIA COUNTY Cr K91F, STATE Or 'YA911C7ON. PROJECT NAME: DO SP/ /CREATED: Wed Dui 23 0&04 :07 2003 / /PREY. PLOT: Mon Jun 11 11:21:50 209772077ED: Non.. Jun. 11, 2007. 15.•04 :15 C:\7Model\Projeela\2003 \2003- I06S -06 -I I- 07./70 /5 C4LC'D 1 /16TH COR. GRAPHIC SCALE : 1" =30' HOUSE F.F.= 292.7* 1.2' EAVE S IN CC LEAS DONATION L4NO CLAN S. 1367ff ST. 50' WETLAND BUFFER HOUSE TL 152304 -4142 2I City of Tukwila Department of. Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @tukwila.wa.us SHORT PLAT NUMBER L04 -04 N TS B- - TI -- T i N ,O II I STE BETCIMARI( TOP CENIER BOLT FJL 1 EL- 301.17 US FEET (ASSUMED) V yt • I At 0 f1 FOUND R.R. SPIKE S873523"W 0.32' FROM CALC'D POSITION 0 . JO' N INSTRUMENTATION: INSTRUMENT USED: GEODIMETER 600 FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1:22,000 IN COMPLIANCE WITH REQUIREMENTS OF W.A.C. 332- 130 -090 N. _ _ I SB7'4755'E 1/4, 8' ( C AL T23N., RAE 32!48' G1CCD 6 RECD M98 33 5271 2 7 6.16' CITY OF TUKWILA SHORT PLAT FOR KEVIN DO LOCATED IN THE N.E. 1/4, . OF THE S.E. 1/4, OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, .W.M., KING COUNTY, WASHINGTON S LN MORTIMER RAT, 1a. 14. PG. 92 LEGEND: n # 152304 -9047 ® SANITARY SEWER MANHOLE QM CATCH BASIN ▪ FIRE HYDRANT ® WATER VALVE CE2 WATER METER O CULVERT (IlluTY POLE tb GUY ANCHOR as MAIL BOX DECIDUOUS TREE - 1IF 4' WIRE FENCE $- SIGNPOST - 4 0 WETLAND _ _ N87 4 832'N 1320.17' (CALCD GREG) S LINE. N.E. 1/4. S.E 1/4, SEC. 15, T23N, R4E (S. UNE GOVT 1. - 0T - 7) OWNER(S): ADDRESS: PHONE' CRY* STATE: ZIPS . DRAWN BY CHECKED BY 2 /1: SSMH RIM = 305.05 J UTILITY STRUCTURE: /2: SSMH RIM - 301.41 12' PVC N.= 290.46 12' PVC S.= 290.51 /3: SSMH RIM - 267.50 8' PVC N.= 260.50 8' PVC W.= 260.60 8' PVC E= 260.10 /4: SSMH RIM - 257.66 8' PVC S.= 249.46 8' PVC N.= 249.06 8' PVC W.= 249.46 4' PVC E- 249.46 SURVEY IN N,E. 1/4 OF S.E. 1/4 OF SECTION 1 S- T. 23 N., R. 4 E. W.M., IN KING COUNTY, WASHINGTON T.E.C. 0.8.H. /5: CB RIM - 299.05 12' CONC. S.= 297.35 12' CONC. N.= 296.85 /6 :LE 12'- /7 :LE 12'RCP RCP =298.51 298.41 /8: LE. 12' RCP - 300.63 DATE SCALE ASPHALT EDGE ASPHALT EDGE -1771 8750 7 3/21/2006 1' =30' h PROJECT NAME 00 SP //CREATED: Wed Jul 23 08:04:0 2003 / /PREY. PLOT: Mon Jul 18 14 :20:18 209P/PLOITED: Tue.. Mor. 21, 2006, 12:10b8 - -e- (PER TRANSNAI7ON TITLE INS. CO. ORDER NO. 400- 10023215) THAT PORTION OF THE SOUTH 128.5 FEET OF THE NORTH 149.5 FEET OF GOVERNMENT LOT 1. SECTION 15, TOWNSHIP 23 NORTH. RANGE 4 EAST: W.M., LYING EAST OF THE COUNTY ROAD, DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF TRACT 12 OF FOSTORIA GARDEN TRACTS THE SAME BEING ON THE EAST LINE OF COUNTY ROAD;• THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT 12. A DISTANCE OF .395 FEET, MORE OR LESS.. TO THE EAST LINE OF GOVERNMENT LOT 1, SAID DG6110N, THAT BEING ALSO THE WEST UNE OF THE STEPHEN FOSTER DONATION CLAIM NO. 38: THENCE SOUTH ALONG SAID UNE 128.5 FEET; THENCE WEST PARALLEL WITH THE NORTH UNE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 413 FEET, MORE OR LESS, TO THE EAST UNE OF COUNTY ROAD; THENCE NORTH 10' EAST I fX ALONG EAST UNE OF SAID ROAD TO THE PLACE Nry BEGINNING; EXCEPT THE EAST 122 FEET; THEREOF. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. REFERENCE SURVEYS; 1: (REC. / 20021001900010) BOOK 155, PACES 122 -122A 2: (REG I 9711039012) BOOK 118. PACE 101. FOUND CONCRETE MONUMENT W TACK IN LEAD DOWN 0.5' SO1'34 0.11' FROM CALC'D POSITION E 1/4 COR. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., BEING SOUTH 0134'27' WEST AS SHOWN ON THAT RECORD OF SURVEY FILED IN BOOK 155 OF SURVEYS, AT PAGES 122 -122A, UNDER RECORDING NO. 20021001900010, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: NOTES: 1: MONUMENTS LAST VISITED ON 7- 21 -03. VERTICAL DATUM: ASSUMED... BENCHMARK TOP CENTER BOLT FIRE HYDRANT EL.= 301.17 U.S. FEET (ASSUMED). CONTOUR INTERVAL: 2.00 U.S FEET. ZONING: LOW DENSITY RESIDENTIAL FOUND CONCRETE MONUMENT W/ BRASS DISK IN CASE S.E. SEC. COR. 11 ,L 4 PI k E 945 N. CENTRAL. STE.. 0104, KENT, WA . 98032 E-MAIL: cnIOcrornernw.com (253)852 -4880 (local) or I- (800)251 -0189 (toll free). (253)852 -4955 (fax) Cramer Northwest Inc. Surveyors Planners Engineers JOB NUMBER SHEET I VOLUME PAGE 3 OF 3 2003 -106 13 74 WATerroMOdA2006\ C -March\ 2003- 106T.pro