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Permit L04-086 - NGUYEN TRINH - SHORT PLAT
TRINH NGUYEN SHORT PLAT 4051 S 148 STREET L04 -086 LAND DIVISION LAND DEVELOPMENT July 14, 2005 Ms. Trinh Nguyen 1935 S. Orcas St. Seattle, WA 98108 RE: Short Plat L04 -086 4051 S. 148 St. Tukwila, WA Dear Ms. Trinh, gair City of Tukwila Department of Community Development NOTICE OF DECISION Steven M Mullet, Mayor Steve Lancaster, Director The Short Subdivision Committee has completed review of your short plat application (No. L04- 086), and determined that it complies with all applicable City code requirements. Based on the submittal, preliminary approval is granted subject to the conditions stated below. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. 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 three 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 imposed are 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. This short plat approval decision is appealable to the Hearing Examiner, and any appeal must be filed before the end of the 21day appeal period on August 4, 2005. For additional appeal information, contact the Project Planner. RF 3. \ \TUK2 \VOL3 \HOME \REBECCA \Nguyen Short Plat \Nguyen NOD L04 -086 7- 12 -05.doc 07/13/05 J Southcenter Boulevard, Suite #100 I Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PRELIMINARY APPROVAL CONDITIONS Utilities a. Pursuant to the Tukwila "underground ordinance ", all utilities shall be placed underground. b. Extension of the sewer and water lines to the lots shall be approved by the appropriate utility. As -built plans shall be provided to the Public Works Department. c. Drainage design for Lots 1 and 2 shall meet City of Tukwila Surface Water Ordinance Requirements. Contact the Tukwila Public Works Department for submittal and design requirements. Access d. A 20 foot wide paved access road with an all weather surface built to Public Works and Fire Department standards must be provided to any new structures. This requirement must be stated on the face of the recorded plat, and must be met prior to issuance of any building permits. e. Legal description of the access/utility easement shall be provided. This easement shall also be included in the Joint Maintenance Agreement. Fire Protection f. Proposed houses much be within 25 feet of access road, or have a residential fire sprinkler installed. General g. Rf This requirement must be stated on the face of the recorded plat, and must be met prior to the issuance of any building permits. You will need to obtain all required permits prior to beginning any construction. For water and _ sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 - 0179. h. Install all required site improvements, including those proposed in the short plat application and those identified above as conditions of approval. You will need to provide signed, complete civil plans prepared by a licensed civil engineer. \ \TUK2 \VOL3\HOME\REBECCA \Nguyen Short Plat \Nguyen NOD L04 -086 7- 12 -05.doc 2 07/13/05 3. Recording Rf \ \TUK2 \VOL3\HOME\REBECCA\Nguyen Short Plat\Nguyen NOD L04 -086 7- 12- 05.doc Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Legal description of the access/utility easement. This easement shall also be included in the Joint Maintenance Agreement. The set you have submitted is acceptable with the addition of the Joint Maintenance Agreement. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. 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 final mylars. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration 1. The final approved short plat must be filed with the King County Department of Records by July 14, 2006, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. The signature of the Chairman of the Short Subdivision Committee 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. The short plat is not complete until the recording occurs and 3 07/13/05 Sincerely, Rf 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 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. Steve Lancaster Chair, Short Subdivision Committee Enclosure (site plan) cc: Jim Morrow, Public Works Director (please initial your approval) Nick Olivas, Fire Chief (p a ini ia1 your approval) King County Assessor, Accounting Division \ \TUK2 \VOL3\HOME\REBECCA\Nguyen Short Plat \Nguyen NOD L04 -086 7- 12 -05.doc 4 07/13/05 • - r Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 3-0 HEREBY DECLARE THAT: Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Pkt Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Determination of Non-Significance Determination of Non - Significance Determination of Significance & Scopin Notice Notice of Action Official Notice Notice of Application of Application for Shoreline M gm Permit ��i)410 Was mailed to each of the addresses listed on this year 20 c< P:GINAWYNETTA/FORMS/AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: / V f Project Number: Mailer's Signature: ,n�� 0,0A Person requesting mailing: / \ - 'ja Rebecca Fox - L04 -086 Nguyen Short plat From: Rebecca Fox To: Joanna Spencer Date: 10/25/2006 1:00 pm Subject: L04 - 086 Nguyen Short Plat Please call Ed at 425 -417 -1677 to clarify his concerns. Thanks for calling Ed to address his questions. Rebecca Hi Joanna, I came by your desk, but must have missed you. I got a call from Ed Green of GeoDimensions. He's got questions about the revisions that were requested in the letter that I sent on October 5, 2006. In our phone conversation, he had these comments: 1) He says that #2 on the Declaration of Easement and Maintenance Agreement covers both lots 1 & 2, rather than lot #1 only. 2) On the Short Plat document, he says that C, D and J are correct. 3) Question: Does the Easement/Maintenance agreement information need to be reproduced on the actual short plat document? It seems that it would be fine to record this document separately, and them just put the recording number on the short plat document. Either way would be alright, as long as the Easement/Maintenance Agreement is recorded and noted in some way on the short plat. Page 1 October 5, 2006 Ms. Trinh Nguyen 1935 S. Orcas St. Seattle, WA 98108 Re: Short Plat L #04 -086 Dear Ms. Nguyen: Public Works staff have completed the review of your short plat materials. Please review these comments with your surveyor and revise the following document with the King County Assessor and submitting the short plat documents to the easement City of Tukwila for final approval and signature by the Chair of the Short Plat Committee: Declaration of Easement Document 1. Why are the names of the grantor (Khan Huynh) and grantee (Khan Huynh) the same? Why are these names different from the owners names (Thanh H. Trang and Lynn P. Huynh) shown on the short plat document (Item A below)? 2. The description that is provided covers lot #1 only. Lot #2 needs a legal description. 3. The easement varies in width between 20 and 25 feet and should be noted accordingly. 4. The paved surface must be at least 20 feet wide. Please correct the copy as shown. 5. Add the phrase "and/or utilties" as shown. Short Plat Document A. These names (Thanh H. Trang and Lynn P. Huynh) are different from the name shown on the Declaration of Easement document (Item 1 above). Why are they different? B. Delete item #3 as shown flor city or Tukwila Department of community Development Rf 1 10/05/2006 Steven M. Mullet, May Steve Lancaster, Direct Q: \Nauven Short Plat \P Wcom 10.5.06. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 C. Check the number /measurement on the map and correct if needed —do you mean 110.01? D. Check the number /measurement on the map and correct if needed —Do you mean 110.10? E. Two lots only (not four). F. Lots 1 and 2, not lots 1 -4. G. Delete "asphalt" H. Two lots only I. Two lots only...should be "one -half share," not "one -fourth share." J. Check the math/measurement K. See C and D above I am enclosing information on King County's required procedures for recording the short plat once it receives final approval. When you bring in the short plat document for final approval from the City of Tukwila, it must have original signatures and stamps from all parties (owners, notary, surveyor). Prior to that, you must record the Joint Maintenance and Access Easement with King County. Please refer to http: / /www.metrokc.gov /recelec /records /recordersForms.htm for complete information about the formatting details on letter and legal size documents for the easement. Please contact me at 206 -431 -3683 or via email at rfox(a,ci.tukwila.wa.us if you have questions. Sincerely, Rebecca Fox Senior Planner Enc. cc. Joanna Spencer ? Rf Q: \Nguyen Short Plat\PWcoml0.5.06.doe 2 10/05/2006 Grantor: Khan Huynh, as his separate estate. Grantee: Khan Huynh, as his separate estate. DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT v iol „N w This 11 4 : is d. "erey,t (71 1, rrovj Lynn } ynlr sk,o1- f>b(1 stri0J id ,..t On I, o . / 4 , d o c ,4A • Abbreviated Legal Description: First Addition to Adams Home Tracts, According to the Plat thereof Recorded in Volume 12 of Plats, page 50. Assessor's Tax Parcel Number: 004100 -0180 Reference Numbers of Documents Assigned or Released: N/A The party to this agreement is the owner of Lots 1 and 2 Tukwila Short Plat No. L04 -086, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows. following described rea .r.perry: \j e„cse",„ eh f- w 7- 6f -z The West 62.40 feet of Lot 16, Block 2, First addition to Adams Home Tracts, according to the plat thereof recorded in Volume 12 of plats page (s) 50, records of King County, Washington; described as follows: Beginning at the Northeast corner of the said 62.40 feet of Lot 16; thence S01 °05'55 "W along the east line of the said west 62.40 feet a distance of 101.10 feet; thence N87 °57'33 "W 20.00 feet; thence N01 °05'55" 55.00 feet; thence N05 °04' 17 "W 46.48 feet to the north line of said Lot 16; thence S87 °53'09 "E along said north line 25.00 feet to the point of beginning. 2. This easement shall be non - exclusive and perpetual and shall run with the land and the heirs, successors, transferees and assigns of the owner of Lots 1 -2, Tukwila Short Plat No. L04 -086 described above. This easement shall not be described as personal. THE EAST 32.225 FEET OF LOT 15 AND THE WEST 62.40 FEET OF LOT 16, BLOCK 2, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE(S) 50, RECORDS OF KING COUNTY, WASHINGTON EXCEPT THE SOUTI FEET OF LOTS 15 AND16. l o/_o/ ? 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby cone . - declares and imposes an easement for ingress, egress, and utilitie twenty (20) feet i width, over, along, across and under the va�� es he i - vvee., 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance and repair occasioned by normal wear and tear of the traveled portion //�� f A ✓+Gt Nt t � Slt --> s «,r, 0 "a 4-060 74,5 Ie1G j cv ver- lo *1 I.) L - z l� reds tp ro d e. rip fr /+. C' � of the easement shall be borne in equal shares by the parcels served thereby, except that each party hereto shall indemnify and the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. The easement roadwa described herein shall be composed of asphalt paved to a with gravel shoulders. There shall be no parking on the • easement. Trash and recycling containers shall not be placed on the roadway. l ea ser r 5. Any party desiring to have maintenance and/or repair work done on the roadway cr . shall obtain a minimum of two bids for the work, and shall notify the other owner(s) in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of two of the two lot owners shall be required to approve the proposed maintenance or repair. If one of the two lots is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 6. If said repair or maintenance proposal is approved, then each owner(s) shall be assessed a one half share of the total bill for the work. If after thirty days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorney fees. minimum width o Wee 7. The party hereto, their heirs successors, and assigns each hereby covenant and agree not to fence, build, construct, locate, or place any structure upon the fire department access corridor located upon the easement of the above named Plat. SIGNED AND DATED this day of , 2006 By STATE OF WASHINGTON) ) ss. COUNTY OF KING ) On this day personally appeared before me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that he signed the as his free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that he was authorized to execute the within and foregoing Declaration of Easement on behalf of said owner. GIVEN under my and official seal this day of Notary Public in and for the State of Washington, residing at My appointment expires: Printed name: City of Tukwila Department of Community Oevelopment 6300 Southcenter Boulevard. Tukwila. MA 96188 Telephone (206) 431 -3670 FAX 1206) 431 -3665 E -moi1: tu0planetukwlla.w3.ua SHORT RAT NLIMBER L - 04 - 086 DECLARATION Know 011 men by these present that we. the undersigned. ewnerfs) In fee simple of the land herein described do hereby make a short su04lrlslon thereof pursuant t0 1170 59.17.060 And acknowledge that said subdivie1on shall not be further divided 10 any Banner within a period of fire years. from date of record without the filing of a flnel 910t. The undersigned /other declare this short plat t0 be the graphic representation of said short Subdivision and Me same 10 Rade 01(11 the free consent and In OCC0rdance with the deslr0 of ten 00nerls). In Wheel' eva.a0L Our hands and Name: Now STATE OF WASHINGTON County of King On (1113 637 personally 07508200 before sat to me known to be the individual ono executed the within and foregoing instrument and acknowledged that he /She Signed the sane as 013/her voluntery act and deed for the RAH and purposes therein mentioned. GIVEN under my hand and off1C113 seal t111s. day of , 20 Signature: Mame As Commissioned Title: MY Ap7Ointaen( expired hum N. TRAMS STATE OF WASHINGTON County of King On this day personally appeared mefure me LTA 9. 1DIN1 to ea known to be the lnOlrilual 0110 Hetuted the within end foregoing lnstrunent and acknowledged that he /she signed the 3300 as 010/4,1 voluntary Act and 0210. for the uses and purposes therein 100(30 ,0. 61775 under my hand And official seal 0010 08 of PO Signature: None as CONESS63ened Title: Hy appolnt.ent .091210: APPROVAL NO1ES: 1) ANY STRUCTURE BUILT SHALL BE WITHIN 250 FEET BY VEHICLE TRAVEL FROM THE NEAREST FIRE HYDRANT OR SPRINKLERS SHALL BE INSTALLED. 2) A 20 FOOT WIDE PAVED ACCESS ROAD HIM AN ALL WEATHER SURFACE BUILT TO PUBLIC WORKS ANO FIRE DEPARTMENT STANDARDS MUST BE PROVIDED TO ANY NEW STRUCTURES. O RDP0SE0 H RESIDENTIAL SE5 NTIAL MU OR 72475 A RE F MET PRIOR TO THE ISSUAN SURVEY IN SE 1/4 OF Nu 1/4 OF SECTION M.M., IN KING COUNTY. WASHINGTON N 25 FEET OF ACCESS ROAD. SPRINKLER INSTALLED AND MUST BE NY BUILDING PERMITS. • RECORDING CERTIFICATE Filed for record at the request of the qty Of Tukwila thls_Os/ Of 2005 at_.p1nutes pest _ K and recorded In Volume of Plats. on page_, records of King County, Mashington. Wing Count"' Manager Supt. 07 Arcores and Electl03 APPROVALS KING COUNTY FINANCE DIVISION I certify that 011 property (1013 are paid and that a deposit Ail been made in sufficient amount tom the (0003 for the 733130ing year: that there are no dellnWent special assessments C,1tlfime t0 (1113 office for collection: and that all special sssss s1ent0 On any Of the property heN1n de4lcated as Streets. alleys, or for other Ou21lc use are paid In full. This day Of 20 Xing County Trealurer Deputy (log County Treasurer KING COUMYASSESSOR'S APPROVAL Unlined and approved by the Department Of 403103 swots this Bay of 20 King County Deputy Assessor Parcel Mader(6) 1 UKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed end approved by the Short Subdivision Connitte' end hereby certified for filing this day of 20 Chairperson, Short Su001vislon Committee Legal Description (Old) THE EAST 32.225 FEET OF LOT 15 AND THE NEST 62.40 FEET OF L0T 16. BLOCK 2. FIRST ADDITION TO ADAMS HONE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE (S) 50. RECORDS OF KING COLNTY. WASHINGTON: EXCEPT THE SOUTH 101 FEET OF LOTS 15 AND 16. Legal Description (New) LOT 1 THE EAST 32.225 FEET OF 15 AND THE NEST 62.40 FEET OF C LOT 16, BLOCK 2. FIRST ITION 70 ADAMS HOME TRACTS. ACCORDING TO THE PLAT HEREOF RECORDED IN VOLUME 32 OF PLATS PAGES CORDS OF KING COUNTY. WASHINGTON: EXCEPT THE SOOT ET OF SAID LOTS 15 AND 16: SUBJECT 70 AN EA FOR THE PURPOSE OF INGRESS EGRESS DRAINAGE AND UTILITIES OVER UNDER 00 ACROSS THE NEST 62.40 FEET OF SAID LOT 16 DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER OF THE SAID 62.40 FEET OF LOT 36: THENCE S01'05'55'N AL0216 THE EAST LINE OF THE SAID WEST 62.40 FEET A DISTANCE OF 101.10 FEET: THENCE 7387'57'33'$ 20.00 FEET: THENCE NOl'O5'55'E 55.00 FEET THENCE N05'04'37'W 46.48 FEET TO THE NORTH LINE OF SAID LOT 16: THENCE S87'53'09'E ALONG SAID NORTH LINE 25.00 FEET 70 THE POINT OF BEGINNING. LOT2 III) 4 i 0 '? ? 075711 B OF OF THE SOUTH 211 FEET OF THE FOLLONING THE EAST 32.225 FEET OF LOT 15 AND THE WEST 62.40 FEET OF LOT 16. BLOCK 2. FIRST AD0171073 TO ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS 50. TOGETHER 01121 4N EASEMENT FOR THE INGRESS T EGRESS. DRAINAGE AND UTILITIES OVER 1AJOER AND ACROSS THE NEST 62.40 FEET OF SAID LOT 16 DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER OF THE SAID 62.40 FEET OF LOT 16: THENCE 501'05'55'W ALONG THE EAST LINE OF THE SAID NEST 62.40 FEET A DISTANCE OF 101.10 FEET: THENCE N87 20.00 FEET: THENCE NO1'05'55'E 55.00 FEET: THENCE N05'04'17'W 46.48 FEET 70 THE NORTH LINE OF SAID LOT 16: THENCE 587'53'09"E ALONG SAID NORTH LINE 25.00 FEET TO THE POINT OF BEGINNING. OME11�: THAW H. TRANS 30037„4 13005 330 AVE N.E. 71047 206 - 364 -8127 C1TV/57471 /SIP. SEATTLE. MA. 98125 DRAWN BY 0227 BY DAH. CHECKED 80 CHKD. BY 7..16. • DATE 5EPTENOER 26, 2006 SCALE 1••20• PAGE 2.. lot's O nly JOINT USE MAINTENANCE AGREE THE PARTIES TO THIS AGREEMENT ARE THE 047735 OF L. (d/A 9031 PLAT NO. 104 -086 FILED ON 7NE DAV OF 2004 NG COUNTY ALOIT00'0 FILE NO AND LEGALLY DESCRIBED AS FOLLOWS AN EASEMENT FOR THE PUPOSE OF INGRESS EGRESS DRAMHAGE ANO 013101IES OVER UNDER AND ACROSS THAT PORTION OF TOE NEST 62.40 FEET OF LOT 38. BLOCK L FIRST ADD171074 TO ADAMS HOME TRACTS ACCORDING 70 THE PLAT THEREOF RECORDED IN VOLL E 12 OF PLATS PA6E(51 00. RECORDS OF KING COUNTY MASNIN7TCN: DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER OF THE SAID 02.40 FEET OF LOT 117 THENCE 001 125 ALONG THE EAST LINE or THE SAID WEST 52.40 FEET A 0157.WCE OF 101.10 FEET: THENCE N67 20.00 FEET: THENCE NO1'05'51 E 53.00 FEET: THENCE 305'04'17'0 18.40 FEET TO THE NORTH LINE OF SAID LOT 15: THENCE 517 ALONG SAID NORTH LINE 25.00 FEET TO THE POINT OF BEGINNING. (.FOR VALUABLE CONSIDERATION RECEIVED. RECEIPT OF WHICH 15 HEREBY AC0NO1LE0GE4 GRANTOR HEREBY CONVEYS. CREATES DECLARES AND IMPOSES AN EASEMENT FOR INGRESS EGRESS 47.O UTILITIES newer) FEET IN 0107H OVER µ0N4 ACROSS AND. UNDER THE FOLLOWING 0757111010 REAL PROPERTY. El 2.MIS EASEMENT SHALL BE 18NFKLLU57VE AND PERPETUAL AND SHALL RN MOTH THE LARD - NEF77 THE HEIRS SUCCESSORS TRANSFEREES AHD. 45576MS OF THE 00735 OF LOTS MILA SNORT PLAT N0. L04 -086. DESCRIBED A107E. INES EASEMENT SMALL CONSTRUED AS PERSONAL... 3. THE PARTIES THEIR WEIRS ACCESSORY. AND ASSIGNS FURTHER AGREE rimy ALL 0 COSTS OF NU1N1EMANCE AND REPAIR OCCASIONED SY MODAL WEAR AND TEAR OF My TRAVELED PORTION OF THE EASEMENT SHALL BE SOME IN HUAI SURES BY THE PARCELS SERVED HERESY. EXCEPT Rut EACH PARTY HERETO SMALL INDEMNIFY AND NOLO THE OTHERS WARLESS FROM ALL DAMAGE CAUSED SOLELY BY THAT PARTY. TIE TERNS AND MAINTENANCE EN�E o r THE EASEMENT SHALL NO7 1E CONSTRUED AS PERSONAL ANO SMALL RN MI7N THE LAND FOR THE BENEFIT, 01.riDEN OR ALL SUCCESSORS TRANSFEREES On =TINS OR EITHER SIDE 0 THIS AGREEMENT. 4.1E EASEMENT ROAOMA7 DESCRIBED HEREIN SHALL BE COMPOSED OF A5720µ7 PAVED 70 A MINIMUM MIDTN OF 20 FEET. WITH GRAVEL SNOtL01RS. THERE 94471 BE NO PARKING ON THE A 7• I514CE OF THE EASEMENT. TRASH AND RECYCLING CONTAINERS SHALL NOT BE PLACED LPON NE ROADWAY. S.AN7 PARTY DESIRING 70 NAVE MAINTENANCE ANpr5R REPAIR MORK DONE ON 7HE 54*004Y SHALL 0B7AIN A MINIMUM OF 2 0005 FOR ENE roar. 420 SMALL NOTIFY THE OTHER CIRCA IN THE PLAT INJdt777N0 VIA CERTIFIED MAIL OF THE TINE AHD RACE CONSIDER AND VOTE UPON NE PROPOSAL. A VOTE 3 OF THE 4 L OWNERS SMALL BE REWI .. KPwrr.,ora'!HE PROPOSED MAINTENANCE DI REPAIR. IF A LOT IS OWNED BY MORE THAN ONE PERSON ROE APPROVAL OF µl OWNERS OF SAID LOT SMALL BE REWIRED TO CONS177071 AN APP*OVµ FOR 7247 LOT. O 6.1F SAID RE' E PROPOSAL IS APPROVED THEN EACH OWNER SHAL 455ES5E0 A . FOURTH SHA . TIE TOTAL BILL FOR THE WORK. IF R 30 OATS AF WRITTEN OEMAPC ANY OMER•5 ASSESSMENT URPA74 THEN EACH OTHER HEREBY . 475 TO Ah G11ARJ5 T HE OTHER ONIERS THE RIGHT t0 PLACE A LIEN AND FOHECLO SAID LIEN PURSUANT TO RCM 80.04 AGAINST THE NONPAYING (075 LOT FOR THE OUTSTANDING BALANCE. TOGETHER WITH THE COSTS OF REPARATION AND RECOR) OF SAID LIEN INCLUDING REASONABLE ATTORNEYS FEES. hAS i Ioft. 51, 1 Iof b pn - f r met re LAND SURVEYOR'S CERTIRCATE I EDWIN J. GREEN JR. registered as s land surveyor by the State of Washington, certify that this plat is based on on actual survey of the land 4006711:led 5ere145 conducted by me or under my supervlalo5 that the distances. courses and angles are shorn hereon correctly: and that monuments other than those monuments approved 101 setting at a later date. have been set and 101 corners stoked on the ground OA depicted 00 the plat. 6210 FAIRWAY PL. SE @t1SIOt1S SNOQUALMIE, WA. 98065 PHONE (425) 458 -4488 J08 MNBE11 4208 SHEET 1 07 2 SHORT PLAT NUMBER L -04 -086 VERTICAL DATUM: CITY OF TUKWILA. SOUTH 150TH STREET C PROFILE PLAN. FOUND 1220 PK NAILS 'USED NORTH OE' LOCATED AT TIE INTERSECTION K 4210 AWE S. STREET AND 150TH STREET. ELEVATION • 247.93' BEARING MERIDUW: RECORD OF SOAVEr AS RECORDED IN 900K 29 OF SURKVS. PAGE 252. RECORDS DF KIND CDUTY. WA. S97'53•09•E ON CENTERLINE OF S. 149TH STREET 1) 21 3) SURVEYOR'S NOTES: FOR ORIGINAL SUBJECT PROPERTY ZONED L.O.R. PER CITY OF TL N TLA. SL•JECT PROPERTY TAX PARCEL 1112413ER 004100 -0190. SUBJECT PROPERTY'S WATER S SEVER SERVICE IS PL•LIC Al TAE TOPOGRAPHIC SUAKV SMDIKI HEREON WAS PERFORATED IN SEPTEMBER OF 2004 AND AUGUST OF 2006. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC IEOIA iIHIOUGN AN ELECTRIC THEODOLITE. TIE DATA FILE IS ARCHIKO ON DISC OR CD. WRITTEN FOR C EIL ONVENIEHCE •LT. DESIGN S LY HOULD RELY ON SPOT ELEVATIONS. 51 SUBJECT PROPERTY SITE ADORES& 4031 S. 1491H ST. SEATTLE. VA. 06168 4 9 S. 144TH S[QIIF[i 4 1 N LIAR OF S[O 7 R77-4T .� S. 116TH STREET 4 S. 249TH SEET 511C•� 4� I ✓ 4 S. ISOTH STREET VICINITY MAP NOT TO SCALE METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A I' GEODIMETER 600 ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WAS A CLOSED TRAVERSE. MEETING OA EXCEEDING STANDARDS SET BY MAC 332- 130 -090. REFERENCES: 1) PLAT OF ADAMS' HOME TRACTS VOL. 22. PAGE 50 2) RECORD OF SURVEY IN BOOK 29. PAGE 151 3) RECORD OF SURVEY IN BOOK 15, 116 4) RECORD OF SURVEY IN BOOK 145, PAGE 42 K.C.A.S. MAP FOR THE N.M. 2/4 SEC. 22-23-4 ALL RECORDS OF KING COUNTY. NA. N THATPORDON OF THESE 1/4 OF1HE N,W 1/4 SEC. 22, 1WY.23 N.. RGE L WM CITY OF nI wA. CO(NwYOFKNG. STATE OF WASTWT'TON T7 'S7 GRAPHIC SCALE 1 - A20's IN a - - 0 20 END OF WOOD FENCE IS 0.7' W OF LINE DE6. OF CHAIN SN LINE T3l • DA I CAP 16[00 LOA BO7'Y AT PROPERTY IHER %d FENCE IS 0.7' E. OF LINE �p@E T P17N7ED F06L7NE ` •A J \\ 4`� x 1 q O M1 HELD SEARING S11713•01/"E E h PER MOS 29 /151 - 304e cAL C'D• t NA . / l aimpr' A NA iml APRON ORIK osa '59793'0YE .01• 40 M1� M1 FENCE COR. S 1 OF PROP. 9 COMER 6 2' 0 EDGE OF ASPHALT S. 148ITT STREET -Pak IC ROADNAY- ASPHALT ROAD FENCE CORNER IS 0.9' E. C 1.3' N. OF PROP. CORNER DRAWN BT DW4. BY DAR CIIECKEO BY G/BCD BY 0.16. NEW LOT AREAS: • LOT 1 AREA A 572 SO.FT. R -0--' — LOT 2 AREA 10. 420 SO. FT ORIGINAL PARCEL AREA IS IA 982 SOFT. ALBWJT 2006 5ET S'6 OAR I CAP •6000 LOA 0025' AT PRCPERTV CCRIHR ` 'TYPIOAL• ENO OF FENCE I5 0.7' E. OF LINE LEGEND y FOND MONUMENT IN CASE • SET 3 /B' BAR 6 CAP 'GEOD LS815025' m ELECTRIC METER () RECORD [" MATER METER FOUND PK NAIL (D SANITARY SEWER MANHOLE Q FIRE HYDRANT X SPOT ELEVATION UTILITY POLE © GAS METER 81 CATCH BASIN 1)E F.F. ELEVATION © GAS VALVE ® DECK Q CONCRETE SURFACE —o —o— WOOD FENCE —o —o— CHAIN LINK FENCE ® ROCKERY ---aW -- OVERHEAD WIRES —4— CENTERLINE OF ROAD rr...r...+� BUILDING LINE Q DECIDUOUS TREE MOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES .5fp CONIFER TREE (NOT SHOWN TO `Y" SCALE) TRUNK DIA. SHOWN IN INCHES MAPLE TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES 46 CEDAR TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES ENCE IS 0.7' E. OF LINE NOTe PROPOSED EASEMENT AREA IS 2. 138 SO. FT. 6210 FAIRWAY PL. SE enSionS SNOQUALMIE, WA. 98065 PHONE (425) 458 -4488 DOTE SEPTET2ER 26, 2006 SCALE 1 ••70' I MIA PAGE )4EM.71EIT N. 2/4 COR. / Vi R SEC. 22 -23-4 FOUT, MONITNT N CASERYPIGAL' JOB NMBER 4700 SHEET 2 2 F01XD PS NAIL ON LINE STEPS: SHORT PLAT AND BOUNDARY LINE ADJUSTMENT RECORDING PROCEDURES Once your short plat or boundary line adjustment has received final approval and has been signed by the Chair of the Short Subdivision Committee the planner•will return the originals to you to be reviewed by the King County Assessor's Office and recorded with the King County Recorder's Office. You may either mail them to the Assessor's office with a check for the recording fee or take the original documents to the King County Administration Building in downtown Seattle. 1. Make sure that your documents meet the recording requirements (margins, font size, legibility). Documents may not be folded. For details on letter and legal size document format requirements and fees go to: http://www.metrokc.gov/recelec/records/recordersForms.htm Information on requirements for record of survey format documents (18" by 24 ") is available at this WAC link: http://apps.leg.wa.gov/WAC/default.aspx?cite=332-130-050 Note that paper originals are now accepted for recording but they must be signed originals. They also must otherwise comply with the standards referred to above. 2. Bring the signed original and a copy to the Assessor's Office on the 7 floor to have the Department of Assessments block signed. This can take up to two days, if you wish you can leave the packet of originals, copies and a check with Assessments and they will forward it on to the Recorder's office when it has been signed. 3. The check for recording fees, as well as fees for any copies desired, should be made out to the King County Recorder. If copies are submitted for "conforming" (recording number label to be affixed), each label is $1.00. Conformed copies and/or any other copies requested and paid for will automatically be mailed to the local jurisdiction (Tukwila) unless instructions are given otherwise. 4. Next go to the Recorder's office on the 3 floor to get the documents recorded. Letter and legal sized documents must have the correct margins and the required information on the front page. Documents in record of survey format must have a surveyor's stamp. Short plats, boundary line adjustments, subdivisions and accompanying documents such as easements are all recorded at the Condominium and Plat desk. 5. Return a recorded copy of your documents or a recording number to the City to complete the approval process. The City cannot accept building permit submittals on any new lot until the new parcel number has been received from the Assessor's Office, which generally takes a week or two. p:\Planning Forms \recordingprocedures Aug. 29, 06 LOCATION: King County Administration Building 500 4` Avenue Seattle, WA 98104 Assessor's Office Recorder's Office Floor: 7` Floor 3 Floor Room 311 - Phone: • (206) 296 -5141 (206) 2964570 Hours: 8 — 4:30 M -TH 8:30 — 4:30 M -F Documents for same day recording must be submitted by 3:30 PM. p:\Planning Forms\recordingprocedures Aug. 29, 06 September 26, 2006 Ms. Trinh Nguyen 1935 S. Orcas St. Seattle, WA 98108 Re: Short Plat #L04 -086 Dear Ms. Nguyen City of Tukwila Department of Community Development Steve Lancaster, Director This letter is intended to replace the faxed document that you received on September 20, 2006. City Staff have reviewed the draft final plat materials that you provided for Short. Plat #L04 -086. Additional materials are needed before Tukwila can approve the short plat as final and you can record it with King County. Please refer to the enclosed "Notice of Decision" letter, dated July 14, 2005. The following materials are needed: 1. Prepare a metes and bounds legal description of the access /utility easement and a joint maintenance agreement. Sample joint maintenance /access easement documents are provided for your use. Rf 2. On the short plat document, provide the following: a. Metes and bounds legal description of the access/utility easement. b. Legal descriptions of old lot, and new Lots 1 and 2; b. A statement that any structures built shall be within 250 feet by vehicle travel from the nearest fire hydrant or sprinklers shall be installed; c. Original surveyor stamp and signature; d. Notarized signature of property owner. Please contact me at 206 -431 -3683 or via e -mail at rfox@ci.tukwila.wa.us for questions. Sincerely, LC D Rebecca Fox Senior Planner cc. Joanna Spencer 1 09/26/2006 Steven M. Mullet, Mayor 6300 Southcent %ouevar', cute ' • u wila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 When recorded return to: DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: as his separate estate Grantee: ALAN as his separate estate Abbreviated Legal Description: Portion of Tract 5, Interurban Addition to Seattle, Vol. 10, page 55, of Plats Assessor's Tax Parcel Numbers: Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lots 411114 Tukwila Short Plat No. LIMP, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: That portion of the Interurban Addition to Seattle, according to the Plat thereof recorded in Volume 10 of Plats, Page 55, in King County, WA described as follows: Beginning on the East line of 59 Avenue South at a point 20 feet South of the intersection of said East line with the adjudicated line between Tracts 4 and 5 of the aforesaid addition, thence south along the East line of 59 Avenue South 150 feet; thence east 200 feet on a line parallel with said adjudicated line; thence north 150 feet on a line parallel with the east line of 59 Avenue South; thence west 200 feet on a line parallel with and 20 feet south of the aforesaid adjudi- cated line to the point of beginning 2 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for ingress, egress, and utilities twenty (20) feet in width, over, along , across and under the following described real property: That portion of the Interurban Addition to Seattle, according to the Plat thereof recorded in Volume 10 of Plats, Page 55, in King County, WA described as follows: Beginning at theinterSection of the East line of 59 Avenue South and the adjudicated line between Tracts 4 and 5 of said plat; thence south 01°08'07" west, along said East line 70 feet to the true point of beginning; thence south 89 °01'02" east, parallel with said adjudicated line, 135.33 feet; thence south, 01 °08'07" west, parallel with 59 Avenue South, 20 feet; thence north 89 °01'02" west, parallel with said adjudicated line, 135.33 feet to the east line of 59 Avenue South; thence north 01 °08'07" east, along said east line, 20 feet to the true point of beginning 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lots 1 -4, Tukwila Short Plat No. L0 -1, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance and repair occasioned by normal wear and tear of the traveled portion of the easement shall be borne in equal shares by the parcels served thereby, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. The easement roadway described herein shall be composed of asphalt paved to a minimum width of 15 feet, with gravel shoulders. There shall be no parking on the asphalt surface of the easement. Trash and recycling containers shall not be placed upon the roadway. 5. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 3 of the 4 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 6. If said repair or maintenance proposal is approved, then each owner shall be assessed a one fourth share of the total bill for the work. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. 7. The parties hereto, their heirs successors, and assigns each hereby covenant and agree not to fence, build, construct, locate, or place any structure upon the fire department access corridor located upon the east 5 feet of Lotl and the west 5 feet of Lot 2 of the above named Plat. SIGNED AND DATED this /0 day of /?'l6 2006 agellirearOP STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me known to be the individual described in and who executed instrument, and acknowledges that he signed the same as deed, for the uses and purposes the mentioned, and furthe 3 within and f6 going free and voluntary act and / � i e was stated that authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. GIVEN under my hand and official seal this /0 it& of it-14 e State of Wash - Public in and residing at My appointment expires: Printed name: _ A t a " 4 Cants Ln. -5501 An South S Wax- SCALE: 1' • 10' DRAWN BY: C APPROVED DATE: May 05. 2006 REVISED DRAWING* 2001 -010 Al 20060117003219 KING COUNTY, WA FILED FOR RECORD AT REQUEST'. .INV'ESTMENTS #2, LLC PRIVATE EASEMENT Grantor Legal Devnptton: WAT 68.65Ap EAST 188.65 FEET OP THE SOUTH 217.65 FEET OF TRACT 60; RNERPE INYERURB TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED Ili OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; F..)c THWWEST.4 FET 0F THE.tIORTH 40 FEET THEREOF. Grantee Legal Description: THE WEST 68.6..FEET OttiE EAST 1i8.65"FEniCIF THE SOUTH 217.65 FEET OF TRACT 60, RIVERSIDE ThrTERI.O.BAig TRACTS, ACCOP.DIfiG THE PLAT THEREOF RECORDED IN VOLUME IL) OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 8 FEEt. OF THE NORTH 441m• THWOF • Assessor's Tax Parcel ID#: .... THIS EASEMENT AGREEMENT is made and entered into by nd betyieen qiidersed owners (grantor) in the • .• .• fee simple of the land described herein. And is for the benefit of Lots 1 and 2 of Referenced Short Plat. f: ... ..... For and m consideration of the mutual covenants an agreements hereinafter expressed and other gOod. • nji valuable .;•• 1 Easement for Storm Water (Tukl B/Lot 1 to Lot 2 SP L03-073) P1/3 Irntials $ Qrabtor Griltee.! .• •• „. • %•—*/ • consideration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1.:iheyowit of the above described land do define, grant and convey to the present and the future owners (grantee) of : the land dot:1413 follows: • .• •• THE WEST 68.65 FEET OF THE EAST 188.65 FEET OF THE SOUTH 217.65 FEET OF TRACT 6O , RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF . RECORDED : 1N VOLUME o OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; •:' BXCB THE WEST 8 FEET OF THE NORTH 40 FEET THEREOF. An e •••::.; exclusive perpetual Storm Wafer Easement trier, aciiiss, along, in upon and under that portion of said grantors land described as follows ,..„.( ::„ f f• STORM SEWER EASEMENT OVER PORTION OF LOT 1 OF SHORT PLAT L03 THE EAST 25 FEET THE NORTH 114 FEET OP THE FOLLOWING DESCRIBED PARCEL: THE WEST 68.65 FEET OF THE EAST 188.65:FEEIQFiHE SOUTH 2l765 FEET OF TRACT 60, RIVERSIDE INTERURBAN -TRACTS, ACCORDING TO THE PLAT THBRBOF*Ecoki*D IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WAShIbiGTON; / EXCEPT THE WEST 8 FEET OF THE Not.TH40 fEE#HEREOF. •• :: • 2. This easement sole purpose of the construction, use and maintenance;pf a StortliVater Lirie,pgether with the right of ingress and egress for said construction, use aid mailtentFice. .• , .• •• 3. Grantefe shalrinstall said Storm Water Line - its sole cost and exPense?and'shall.continue to maintai* and shall continue to bear air cost :pf repair and maintenance or repair of said Storm Watet'Line •• 4. Gfintee shall hold Grantor harmless from and against any and all claims which may beiinacie against grantor arising out of the installation iperation or repair of said Storm Water Line. • • •• 5::•The amount anckkjpi of n*ttenatice to be performed on any utility shall be determinedby the majority vote of the ' •••• • lovAdyners usingiheArtiliV: E4Ch lot shall have one vote regardless of the number of ownersowning any lot. The tunes be maintained adeqaately to provide the necessary utility service. •••• 6. The herein easement aid agree0Filt may be am only with the written agreement of the Grantee herein. • s " •••••• This easement ag,reemeht.shallruiwittfthe land and shall be binding on all parties having or acquiring any right, title or interest in the land described l*reitv:or any part ttireof. • Easement for Storm Water (Tukl B/Lot 1 to Lot 2 SP L03-073) P2/3 Initials: J. Gran* • : •consicleration, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: ••• •• • •. •• : i'i ;.*:. •:: 1. ThC.:oWiier of the above described land do define, grant and convey to the present and the future owners (grantee) of • • •• - ••:* .:••• 1 .::'•::. the land cleiciiiieci as follows • ,:. f• THE WEST 68.65 FEET OF THE EAST 188.65 FEET OF THE SOUTH 217.65 FEET OF TRACT • is ....60 RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF •• .. :. .... ....:* RECORDE6 VOLUME l.0 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; •• ... ::. •.:' •:' .:tXC THE WEST 8 FT OF THE NORTH 40 FEET THEREOF. • ••• • • , •• . , ,„, ... An exclusive perpetual Stiirm Wafer Easement ctlier, across, along, in upon and under that portion of said grantors land described as followi. 1 , i /......; ' STORM SEWER EASEMENT OVERIORtiON OF LOT 1 OF SHORT PLAT L03-073 • • .... , _,••• ., / '''..:,.• THE EAST 25 FEET THE NORTH 114 FEETAP THE FOLLOWING DESCRIBED PARCEL: THE WEST 68.65 FEET OF T!tE EAST 10.65...gEEICAFTHE SotiTH 217465 FEET OF TRACT 60, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOFRECODtD IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 8 FEET OF THE NORTH AO fEETTHEREOF. ''''•::' :.;.. ..:. / .1 .,/."'"-:•.„:. 2. This easerrientis. for the sole purpose of the construction, use and maintenince.V a StorniVater Line, tpgether with the right of ingress and egress for said construction, use •-•:' ..'",/ .'"::: ';•. .1 1 ... ••.• •• • ... • .: ,.....- ::. •• 3. Grant0 shalrinstall said Storm Water Line - its sole cost and expens'ancr shall.pntinue to meinta4 and shall continue to bear alt cost i repair and maintenance or repair of said Storm Watet.'Line;: ... 4. Grantee .sball hold Grantor harmless from and against any and all claims vihichinp be made against grantor arising , i• :. . , . outiaf the installation, operation, maintenance or repair of said Storm Water Line. •-•: ..1' •••I :c - ..: _;- .• •• The amount and 410 a . nylinten4ce to be performed on any utility shall be determineaby she majority vote of the lovitewners usineheittility: Eh lc j shall have one vote regardless of the number of owners any lot. The utilities shallatill tines be maintai adequately to provide the necessary utility service. 6. The herein easement ailditgreerhent may be amended only with the written agreement of the Grantee herein. 1........ .,/ I :',. II .."-... This easement agreement shall run witlfthe land and shall be binding on all parties having or acquiring any right, title or interest in the land described h pr arty part thereof • •• .. „. '' •••• .... ; ,. .:. .„.:. .. , .• .. t'• .. :, .. -:• . ... . • . . Li •:‘ Easement for Storm Water (Tukl B/Lot 1 to Lot 2 SP L03-073) P2/3 Initials: Grantor Grantee •• ;:* .., ....." / . ...:. th is g,00,10 .:: .... • In Witness Whereof the s • Grantor(s) executed this instrument this /3 of ,266 7 Otiteet / - By .J• STATE OF WASHINGTON ) COUNTY OF KING ) , Date : , ' ,. ....... • i .? •:. ' . '''',:..." .;*: I ..."-....::::: :: /.:....:::.:• th ....-........... I certify that I:know or have satisfactory evidence Gr eer signed tb iffstrumeiitipn oath stated that he is authorized to execute the instrument and selcnowledgedjt as the Manager or Grahtcr,.....,,,.. • • SECURE CAPITAL INVESTMENTS #2, LLC, to be free and y,dluntary act of•smcgpar0 for 'the uses and purposes •:•.,,,,.... •• • •• mentioned in thOinstrilment. .... ;,: . ..: , •• ... ,. ... .• .• •.. '''..,:' *7 . .: ii ::: : GIVEN un my hand and seal this _l__._L day of t t .:. 200 4 ..''t fOr Ars A .,,ii, A .- ss 0( 0 1 .9 .1-1 4:24 111 1 1:1,,i4 tAcyr .if 4,0 •• .. 18 Atii.:53t1c .•........ 0- ; ,..-----............. t PUBLIC 1 kV Ost 4 4 i 4 4°1 I 14 k l E iCI ■■■% 1"i 7 "CI' .4:::- Date : .:,. .. Notary public in oa fir thpSiate ofWashington, residing at '...• M y c mmion xpires .:.. • , To: File —L04 -086 Proposed Nguyen Short Plat From: Rebecca Fox Subj: Requirement for geotech report Date: March 23, 2005 Ms. Nguyen phoned to say that her civil engineer had spoken w /Joanna Spencer re the need for a geotechnical report for infiltration. Ms. Nguyen said that Joanna reviewed her requirement for the report, and found that she'd made the requirement in error. Joanna will send an e-mail to that effect. Once the e-mail is received, I'll revise our requirements. to jeVias+ Na*DED Rebecca Fox - Re: Geotech not required for Nguyen Short Plat L04 -086 From: To: Date: Subject: Rebecca Fox Joanna Spencer 3/23/05 12:01 PM Re: Geotech not required for Nguyen Short Plat L04 - 086 Hi Joanna, Sounds good. Here's the fax #-- 425 -485 -7199 (I just called). Rebecca »> Joanna Spencer 03/23/05 11:58AM »> I can send it by fax to the engineer, with c/c to you, however I don't have the fax number for his engineer. »> Rebecca Fox 03/23/05 11:55AM »> Thank you. Does that determination need to be in writing (e -mail or letter)? »> Joanna Spencer 03/23/05 11:50AM »> I had a conversation with Nguyen Plat engineer, Mr David Dougherty at (425) 481 -9687, who informed PW that the soils within proposed short plat are not suitable for infiltration. After consulting with Ryan Larson, PW Senior Surface Water Engineer and and John Howat, Public Works has made a determination that the applicant will be allowed to tightline into the existing storm drainage system in S 148th Street. »> Rebecca Fox 03/23/05 09:29AM »> Hi Joanna, Trinh Nguyen phoned to say that you spoke w /her civil engineer and determined that since the site is not actually in an infiltration area, no geotech report will be required. Ms. Nguyen said that you were sending an e-mail to that effect. Is this the case? Please copy me on the e-mail so that I can include it in the file, and revise my letter. Thanks. Rebecca. Page 1 1. 2. 3. 4. 5. 6. 7. 8. March 10, 2005 Trinh Nguyen 1935 S. Orcas St. Seattle, WA 98108 City of Tukwila Q:\Nguyen Short Plat \Nguyen comments marl0.doc Department of Community Development Re: Proposed Short Plan —L04 -086 Dear Ms. Nguyen: City Staff have completed a detailed review of your Short Plat application, and have provided the following comments: Plans shall show the lot and block numbers beginning with "1." Plans shall show the required set backs for Lot #2 in dashed lines Plans shall indicate the expected location of the new structure and driveway for Lot #2, including finished floor elevations of the building If any proposed structures on Lot 2 will exceed 150' from S. 148 Street, an approved Fire Department turnaround shall be shown on the plans and installed. (See Sheet H- 14 enclosed) Plans shall indicate the travel distance to the nearest tire hydrant, measured by path of vehicle travel If the nearest fire hydrant is more than 250' by path of travel, either a fire hydrant shall be installed, or the proposed structure on Lot 2 shall require the installation of fire sprinklers. The surveyor shall revise the survey map per the attached red line. The property is located within an area where Level 2 Detention is required for storm drainage. Public Works will allow infiltration in this area provided the soil percs at the approved rate. A geotechnical report is required to confirm that the infiltration system will work for the roof downspouts and foundation drains. (See attached Public Works Bulletin B4-- Geotech Guidelines , and C4 -- Percolation Test Procedures). Otherwise, roof downspouts and foundation drains will have to be tightlined and connected to the existing storm drainage system in S. 148 Street. In either case a storm drainage plan must be prepared by a licensed civil engineer. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Please provide this information to us at your earliest convenience so that we can continue reviewing your application for a short plat. Please contact me at 206 - 431 -3683 if you have questions about these comments. Sincerely, Rebecca Fox Senior Planner Enclosures: Bulletin H -14 Red line Bulletin B -4 Bulletin C -4 AA ect- v>‹- Q: \Nguyen Short Plat \Nguyen comments marl0.doc City of Tuka Fire Rrertion 444 Andover Park East Tu{cwila, 206 - 575 4407 Fire Department Access Alternatives Fire Department Access Road with Cul-de-sac turn around UFC Division H Sec. 10.201.10.206 City Ordinance 1632 Are Department Access Road with Harmer Head turn around UFC Division II Sec. 10.201.10.206 City Ordinance 1632 T• ' Commercial and Residential 20' 20' Radius Typical F-14 CITY OF TUKWILA Public Works Department 206 -433 -0179 DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Source: EPA, Onsite Wastewater Treatment and Disposal Systems, 1980. Number and Location of Tests A minimum of three tests shall be performed within the area proposed for an absorption system. They shall be spaced uniformly throughout the area. If soil conditions are highly variable, more tests may be required. Preparation of Test Hole The diameter of each test hole is 6 inches, dug or bored to the proposed depths of the absorption systems or to the most limiting soil horizon. To expose a natural soil surface, the sides of the hole are scratched with a sharp pointed instrument and the loose material is removed from the bottom of the test hole. Two inches of to 3 / -inch rock are placed in the hole to protect the bottom from scouring when the water is added. Soaking Period The hole is carefully filled with at least 12 inches of clear water. The depth of water should be maintained for at least 4 hours and preferably overnight if clay soils are present. A funnel with an attached hose or similar device may be used to prevent water from washing down the sides of the hole. Automatic siphons or float valves may be employed to automatically maintain the water level during the soaking period. It is extremely important that the soil be allowed to soak for a sufficiently long period of time to allow the soil to swell if accurate results are to be obtained. In sandy soils with little or no clay, soaking is not necessary. If, after filling the hole twice with 12 inches of water seeps completely away in less than ten minutes, the test can proceed immediately. Measurement of the Percolation Rate Except for sandy soils, percolation rate measurements are made 15 hours but no more than 30 hours after the soaking period began. Any soil that sloughed in to the hole during the soaking period is removed and the water level is adjusted to 6 inches above the gravel (or 8 inches above the bottom of the hole). At no time during the test is the water allowed to rise more than 6 inches above the gravel. Approved 10.05.04 1 DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Immediately after adjustment, the water level is measured from a fixed reference point to the nearest 1/16 inch at 30- minute intervals. The test is continued until two successive water level drops do not vary by more than 1/16 inch within a 90- minute period. After each measurement, the water level is readjusted to the 6 -inch level. The last water level drop is used to calculate the percolation rate. In sandy soils or soils in which the first 6- inches of water added after the soaking period seeps away in less than 30 minutes, water level measurements are made at 10- minute intervals for a 1 -hour period. The last water level drop is used to calculate the percolation rate. Calculation of the Percolation Rate The percolation rate is calculated for each test hole by dividing the time interval used between measurements by the magnitude of the last water level drop. This calculation results in a percolation rate in terms of minutes /inch. To determine the percolation rate for the area, the rates obtained from each hole are averaged. (If tests in the area vary by more than 20 minutes /inch, variations in soil type are indicated. Under these circumstances, percolation rates should not be averaged.) Example: If the last measured drop in water level after 30 minutes is 5/8 -inch, then: Percolation rate = (30 minutes) /(5/8 inch) = 48 minutes /inch. For the permit application, provide 1) a map showing the test locations, 2) the water drop in inches, 3) the time interval and 4) the calculated rate. Approved 10.05.04 2 CITY OF TUKWILA BULLETIN B4 GEOTECHNICAL REPORT GUIDELINES The City may require a geotechnical investigation and report based on the nature of the proposal: All of the following require a geotechnical investigation and report prepared by a Geotechnical Engineer'. 1. Unless waived by the Building Official: . • All new buildings except a residential structure that falls under the International Residential Code • Any structure, including a rockery, that retains a surcharge • Any retaining structure, including a rockery, that is over four feet above existing grade • Grease interceptors that are 1000 gallons or larger • Surface water retention /detention structures 2. Unless waived by the Department of Community Development Director: • Any work on sites containing or adjacent to slopes that are 15% or steeper • Grading that requires environmental review under the State Environmental Policy Act 3. Unless waived by the Public Works Director • Surface water infiltration • Riverbank Stability (Ordinance 2038) • Hazardous Waste Facility Design The reporting requirements for single - family permits may be waived, if a report for the site meeting the City of Tukwila's criteria has been filed less than five years before the date of application and the Geotechnical Engineer who signed the report prepares a written letter stating the report is still applicable to the site and currently proposed project. Similarly, reporting requirements may be waived for single - family permits if the applicant can demonstrate, to the City's satisfaction, that soil or groundwater conditions at or near the site pose little or no risk for the project. The Geotechnical Engineer determines the actual scope of investigation, analysis, and reporting necessary to meet the Standard of Practice with respect to the project and its geotechnical requirements. The report must be stamped, signed and dated by the Geotechnical Engineer. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Geotechnical Report Guidelines Approved 04.24.04 BULLETIN B4 GEOTECHNICAL REPORT GUIDELINES The attached report outline describes the contents for elements in a geotechnical report. A report submitted to the City must contain each element in the outline. The actual content under each element will depend on the nature and complexity of the project and site conditions. For example, a single family residence on a glacial till site without groundwater issues warrants a short, simple report, while a high -rise structure with a deep excavation on an alluvial site warrants a longer, much more detailed report. The report should state "Not applicable" for each outline element that does not apply. For example, shoring and retaining walls would be "Not Applicable" if the project scope does not include these items. 1 GEOTECHNICAL ENGINEER means a practicing, professional civil engineer registered with the State of Washington, who has knowledge and practice of geotechnical engineering. GEOTECHNICAL ENGINEERING means the application of soil mechanics in the investigation, evaluation, and design of civil works involving the use of earth materials and the inspection or testing of the construction thereof. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Geotechnical Report Guidelines Approved 04.24.04 _ 6rcOTECHNICAL REPORT CONTEND CITY OF TUKWILA 1.0 SUMMARY The summary presents the major conclusions and their basis. This section should be included in all lengthy or complex reports. 2.0 INTRODUCTION The introduction sets the stage for the entire report and contains the following sections: 2.2 OVERVIEW • Introduce the formal project name, address and parcel numbers. • Describe briefly the current or previous work used to form the basis for the conclusions and recommendations contained in the report. 2.3 BACKGROUND • Describe the project's history when relevant to the reason for the investigation. • List other reports completed for the site or adjacent sites and note whether any environmental site assessments or other environmental work has been completed. • Describe the scope of work, including grading, retaining walls, structures, construction materials, and utilities. Include dimensions, quantities, proposed finish floor elevations, maximum depth of cut or fill, foundation and floor loads, etc. • Describe all assumptions that were relied upon to develop the conclusions and recommendations contained in the report. 2.4 PURPOSE AND SCOPE OF SERVICES • State succinctly the primary purpose for the geotechnical engineering services. • Summarize the scope of geotechnical engineering services that form the basis for the conclusions and recommendations contained in the report. • Indicate any limitations to the scope of geotechnical engineering services provided, particularly if the scope represents a departure from service typically provided on similar projects. 2.5 INVESTIGATIONS SUMMARY • Provide the dates, general nature, and extent of the geotechnical investigation. This section should include data research, borings, test pits, geophysics, physical laboratory testing, chemical testing, field instrumentation or testing, etc. • If the investigation was complex, present a complete and detailed explanation and results in the form of an appendix. 2.6 REPORT OVERVIEW • Introduce and describe other sections of the report, directing the reader to critical sections, if appropriate. • Identify and describe all attachments and appendices. Geotechnical Report Guidelines Approved 04.24.04 1 Geotechnical Report Guidelines Approved 04.24.04 rEOTECHNICAL REPORT CONTENT` CITY OF TUKWILA 3.0 SITE CONDITIONS Describe all site features relevant to the study and the geotechnical engineering conclusions and recommendations. Terminology should be clear and consistent, and continue to be consistent through the entire report. 3.1 LOCATION AND SURFACE CONDITIONS • Provide the cross streets, addresses and parcel numbers in order to locate the investigation. • Describe the site and adjoining properties, including surface elevation, topography and drainage. Clearly reference all elevations to the datum. • Provide current uses of the site and adjacent properties. • Identify all current structures, subsurface utilities, wells, manmade fills, and other surface features. • Describe vegetation, topsoil, paving, and other surface coverings. • Describe any indications of historic geological processes or hazards on or near the site (e.g., slope instability, landslides, liquefaction, flooding, etc.) • Describe any indications of surface releases or other contamination, or potential contamination sources. • Describe any planned changes to the surface conditions described above which will take place after the investigation. 3.2 GEOLOGIC SETTING • Provide an overview of regional geology, local stratigraphy, groundwater occurrence, etc. 3.3 SUBSURFACE SOIL CONDITIONS • Describe each soil or geologic unit encountered by their classification and group units with respect to the properties that are most relevant to the conclusions and recommendations. Give each unit group a unique, clear, common title and consistently refer to this unit by its given title throughout the report. • Provide important results of the laboratory physical property testing and its indications of soil behavior. • Provide design infiltration rate per the King County Surface Water Design Manual (EPA Falling Head procedure) • Avoid detailed descriptions of the sequence of units found in individual borings; rather, focus on variations in the units across the site, if appropriate. Refer the reader to the exploration logs for details. • Describe any expected changes in subsurface conditions that may occur with time after the investigation. 2 i Geotechnical Report Guidelines Approved 04.24.04 zOTECHNICAL REPORT CONTENT CITY OF TUKWILA 3.4 GROUNDWATER CONDITIONS • Describe the nature and occurrence of groundwater. • Provide an opinion on likely seasonal variations in groundwater levels or flows, and the possibility for changes from those encountered at the time of exploration. • Show groundwater levels on soil logs. 3.5 SUBSURFACE CONTAMINATION • Describe the nature and extent of soil and /or groundwater contamination as revealed by the explorations. Reference any applicable Environmental Assessments if performed. • Provide important results of the analytical laboratory testing and indications about contamination distribution and concentration. • Indicate limitations of knowledge on the nature and extent of contamination. • Discuss possible changes that may occur in these conditions over time. 4.0 DISCUSSION AND CONCLUSIONS The Discussion and Conclusions should set out major geotechnical issues and alternative for the project, along with the Geotechnical Engineer's conclusions, in a succinct and clear manner. This section shall clearly describe the logic and reasoning supporting the recommended approach, or alternative approaches. Specific recommendations shall be very limited in this section; they should be presented in a separate Recommendations section. Discussions and conclusions should: • Build on information described in the previous sections. • Describe project features, soils, and construction materials using consistent terminology. • Explain any apparent inconsistencies in the data or investigations. • Describe clearly any limitations or restrictions to the conclusions and recommendations. 4.1 SLOPE STABILITY • Summarize data and analysis used to evaluate slope stability. • Provide an opinion regarding the risk of instability on the site or adjacent properties currently, during construction, and after the project is completed. • Describe how design and construction recommendations will reduce or eliminate the risk of instability. • Discuss any construction or post- construction measures necessary to verify slope stability. 3 tEOTECHNICAL REPORT CONTEN' CITY OF TUKWILA 4.2 SEISMIC CONSIDERATIONS • Provide an opinion on the expected level of ground motion during a major earthquake. • Describe any seismic risks associated with an earthquake such as liquefaction, lateral spreading, landslides, or flooding. • Describe how design and construction recommendations will reduce or eliminate the impact of seismic risks. 4.3 SITE WORK • Describe proposed site grading and earthwork and provide an opinion on the proper sequence and approach to accomplish the site work. • Describe key issues which will impact earthwork, including short-term slope stability, on -site and import fill materials, groundwater and drainage, rainfall and moisture sensitive soils, and erosion. • Describe how these key issues should be addressed during construction, including dewatering, temporary retaining structures, and erosion control. • Include specific recommendations for on -site erosion control based on soil erodability and the presence of groundwater, surface water, and slopes. • Include statements regarding the importance of construction monitoring by a geotechnical engineering firm. 4.4 RETAINING STRUCTURES • Recommend appropriate temporary retaining systems. • Recommend the most appropriate permanent retaining system or systems and describe their expected performance with respect to stability and deflection. • Summarize the data and analysis used to evaluate permanent retaining systems. • Clearly define all limitations on backfill materials, reinforcement, and drainage. For reinforced soil slopes and reinforced soil backfill. • Describe the limitations on describe the limitations on such systems. • Emphasize any aspects or site work, particularly with respect to native soil materials, backfill, and drainage, which could impact performance of the retaining structures. • Include statements regarding the importance of construction monitoring by a geotechnical engineering firm. 4.5 ROCKERIES • Emphasize that rockeries usually protect a slope face from erosion. Indicate which rockeries will protect the slope face by preventing soil erosion and sloughing. • Include the design criteria for rockeries that serve as retaining structures. Indicate which rockeries will function as retaining structures. Geotechnical Report Guidelines Approved 04.24.04 4 Geotechnicat Report Guidelines Approved 04.24.04 OTECHNICAL REPORT CONTENT CITY of TUKWILA • Recommend locations for rockeries such that a contractor can reach them for maintenance and repair. • Discuss what type of inspection and testing may be required during rock wall construction. 4.6 FOUNDATION SUPPORT • Summarize the data and analysis used to evaluate foundation systems. • Provide an opinion on the most appropriate foundation system and alternatives, along with the expected level of performance with respect to load capacity and settlement. • Emphasize any aspects of site work that could impact the performance of foundations. • Includes statements regarding the importance of construction monitoring by a geotechnical engineering firm. 5.0 RECOMMENDATIONS The Recommendations should present all detailed geotechnical engineering recommendations for design and construction in a clear and logical sequence. For each item covered in the recommendations sections, present the following: • Specific design recommendations along with their limitations, factors of safety, minimum dimensions, and effect of expected variations in actual conditions. • Specific construction recommendations including definitions, materials, execution, monitoring testing, or other quality control measures, and any other construction requirements to support the design recommendations. • Responsibility for seeing that each recommendation is met, such as owner, geotechnical engineer, other design consultants, or contractor. The owner of the project holds the ultimate responsibility; however, all design parties have shared responsibility. Construction responsibilities are directly related to the contractor. 5.1 SITE GRADING AND EARTHWORK • Provide specific design recommendations for 1) depth of stripping, 2) soil excavation limits and slopes, 3) depth and lateral limits of over - excavation to remove unsuitable materials, 4) preload fills, 5) location and thickness of particular fill material or compaction requirements, 6) maximum temporary and permanent slopes, 7) permanent surface and subsurface drainage systems, and 8) permanent erosion controls. • Provide specific construction recommendations for 1) clearing, 2) on -site and /or import fill materials, 3) excavation and compaction equipment, 4) fill material moisture conditioning, placement, and compaction, 5) proof - rolling, in -place density testing, and other quality control measures, 6) temporary seepage and drainage control measures, 7) permanent surface of subsurface drainage system installation (as appropriate), and 8) temporary slope protection and erosion control measures. 5 $EOTECHNICAL REPORT CONTEI ' CITY OF TUKWILA • All design and construction methodologies should be specific and identifiable; no generalized or vague statements are acceptable. 5.2 TEMPORARY SHORING AND RETAINING WALLS • Provide specific design recommendations for 1) active and passive earth pressures, 2) surcharge pressures, 3) bearing capacity, 4) minimum or maximum dimensions and depth of penetration, 5) lateral support, 6) wall or backfill drainage systems, and 7) any other appropriate structured details. • If appropriate, provide specific design, recommendations for tie -back anchors including 1) anchor inclination, 2) no load zones, 3) minimum anchor length, 4) anchor bond zone, 5) anchor adhesions, and 6) corrosion protection. • Provide specific construction recommendations for 1) installation, 2) on -site and /or import backfill materials, 3) backfill material moisture conditioning, placement, and compaction, 4) in -place density testing or other control measures, and 5) seepage and drainage control. • If appropriate, provide construction recommendations for tie -back anchors including 1) anchor installation methods, 2) anchor testing, and 3) monitoring. 5.3 ROCKERIES • Provide recommendations as outlined in the Associated Rockery Contractors (ARC) Standard Rock Wall Construction Guidelines (December 1992). • The geotechnical engineer should provide direct input to the design of the rockeries and provide construction monitoring and testing as appropriate. Specific design parameters may include: Rock quality, density, frequency of testing, slopes, keyways, surcharges, drainage, rock sizes, face inclination, and surface drainage. 5.4 REINFORCED SOIL STRUCTURES • Geogrid or geotextile fabric may be used to reinforce a fill. Reinforcement results in a more stable slope and helps reduce the risk of significant long -term maintenance. If reinforced slopes are used, the geotechnical engineer should specify, at a minimum, the fill soil materials, vertical spacing of the reinforcement, the specific type of reinforcement and the distance to which it must extend into the fill, the amount of overlap at reinforcement joints, and the construction sequence. Additional design parameters will be required for each specific site. 5.5 STRUCTURE AND FOUNDATIONS • Provide seismic design recommendations for 1) Building Code soil type and Site Coefficients, and 2) any specific recommendations to reduce the risk of damage due to earthquakes. • Spread footing foundations - provide design recommendations for 1) bearing soils, 2) bearing capacity, 3) minimum footing depths and widths for both interior and exterior footings, 4) lateral load resistance, 5) foundation drainage systems, and 6) frost protection. Geotechnical Report Guidelines Approved 04.24.04 6 (OTECHNICAL REPORT CONTENT CITY OF TUKWILA • Mat foundations - provide design recommendations for 1) bearing soils, 2) bearing capacity, 3) modulus of subgrade reaction, 4) minimum dimensions, and 5) lateral load resistance. • Pile foundations - provide design recommendations for 1) type of pile, 2) means of support (end of friction), 3) minimum dimensions and depths, 4) allowable vertical and uplift capacity, 5) allowable lateral Toads and deflections, and 6) group effects and minimum spacing. • Spread footing or mat foundations - provide construction recommendations for 1) foundation subgrade preparation and protection, 2) verification of bearing capacity, and 3) installation of foundation drainage system. • Pile foundations - provide construction recommendations for 1) pile driving equipment, 2) pile installation, 3) pile Toad tests or verification piles, and 4) monitoring and testing during pile installation. 5.6 FLOORS • Slab-on-Grade Floors - provide design recommendations for 1) slab base rock thickness, 2) capillary break, 3) vapor barrier, and 4) floor system drainage. • Supported Wood Floors - provide design recommendations for 1) vapor barrier and 2) crawl space drainage. • Slab-on-Grade Floors - provide construction recommendations for 1) subgrade preparation, 2) slab base rock placement and compaction, 3) capillary break and vapor barrier installation, and 4) floor drainage system installation (if appropriate). 5.7 PAVEMENTS • Provide design recommendations for 1) pavement design section, and 2) pavement drainage. • Provide construction recommendations for 1) pavement subgrade preparation and verification, and 2) pavement base and subbase materials, placement, and compaction. 5.8 UTILITIES • Provide construction recommendations for 1) utility excavation, 2) bedding material placement, and 3) backfill material, placement, and compaction. 5.9 DRAINAGE • Recommend provisions for subsurface drainage at walls, floors, and footings. • Evaluate permanent and temporary surface and subsurface drainage for both walls and floors if applicable. Provide approximate flow rates in gallons per minute and pipe sizes if required by design. • Provide design and recommendation for infiltration facilities, including setbacks from steep slopes per the King County Surface Water Design Manual, Chapter 5 Geotechnical Report Guidelines Approved 04.24.04 7 6.0 FIGURES AND ILLUSTRATIONS Geotechnical Report Guidelines Approved 04.24.04 k REPORT CONTEN' CITY OF TUKWILA 5.10 HAZARDS • Present additional information if natural or man -made hazards exist on the property. The City's Sensitive Areas maps and the Comprehensive Surface Water Management Plan delineate hazards such as wetlands, streams and flood hazard, erosion, landslide, and coal mine. Recommendations should be general and further studies may be required. 1. VICINITYMAP Include a Vicinity or Location Map that presents adequate street and /or other physical references to allow clear identification of the project location. This map may be an individual figure or may be included on the Site Plan. 2. SITE PLAN Show the project boundaries, property lines, existing features and the proposed development and structures. A north arrow and scale should be included along with all subsurface exploration locations. The accuracy of exploration locations should be indicated on the Site Plan or in the report. 3. EXPLORATION LOGS Include logs of all explorations describing soil units encountered, soil classification, density or stiffness, moisture conditions, groundwater levels, stratigraphic sequence, common geologic unit name, and other descriptive information. 4. LABORATORY TEST DATA Include figures or tables of laboratory test results if presentation of all the data, in the text, would require more than a simple paragraph to supplement the data provided in the exploration logs. 5. CROSS SECTIONS Include cross sections to visually present all but the simplest subsurface conditions. 6. TYPICAL DETAILS Include figures, graphs, and other visual aids to clearly present detailed recommendations. Provide design details (stamped by a professional engineer) on drawings such as: rockeries, reinforced earth, interceptor trenches, wall and footing drains, utility backfill, and other details used for a particular design. 8 Geotechnical Report Guidelines Approved 04.24.04 L i DTECHNICAL REPORT CONTENT CITY OF TUKWILA STANDARDS FOR SLOPE STABILITY ANALYSES 1. STUDY REQUIREMENTS a) The geotechnical engineer should review and evaluate the stability of natural, temporary, and permanently constructed slopes on or adjacent to the property to be developed. Such review should, at a minimum, include: • Review of published geologic data referencing or including the site. • Review of previous studies of the site performed by geotechnical engineers. • Reconnaissance of the site for signs of slope instability. b) Where such review indicates that the proposed development would reduce slope stability, or that the natural slopes may have a factor of safety of less than 2.0 (static case) or 1.5 (seismic case), then the geotechnical engineer shall perform additional, more detailed review and evaluation of the stability of the slope. Such additional review and evaluation should, at a minimum, include: • Drilling and sampling of test borings to a depth necessary for the evaluation of slip surfaces with factors of safety lower than the above criteria, or to at least 15 feet or 10 percent of the slope height (whichever is less) beyond the most critical slip surface for the design. • Laboratory shear testing of soil samples which are representative of all significant zones or layers of soil and /or rock through which the potential slip surfaces pass. • Performing a limit equilibrium analyses or other approved analyses of all significant critical slip surfaces associated with the slope. Approved analyses may be conducted by a computer program if the methodology and assumptions are clearly delineated and the name, version number, and solution methodology of the program are clearly presented in the report. All analyses should include a cross section of the slope(s) and critical slip surfaces. c) Other analyses as required by the City. 9 2. DESIGN REQUIREMENTS LEOTECHNICAL REPORT CONTENL' CITY OF TUKWILA For a limit equilibrium analysis, design factors for safety of slopes will be no less than the following: The analysis should consider the impacts of groundwater in the modeling of soil strength and density parameters, and in other ways considered appropriate by the engineer. A conservative wet season analysis should be used for permanent slopes and those temporary slopes which will be constructed anytime between October 1 and May 31. Alternative analyses may be proposed by the geotechnical engineer and accepted by the City, if they are based upon accepted and published methodologies which evaluate static and dynamic loading cases, and the consequences of the type of slope failure under consideration. Other design requirements remain the same. 1 Permanent slopes termed "Low Threat Upon Failure" are those slopes whose failure will not impact buildings or other structures uninhabited by humans. 2 Permanent slopes termed "High Threat Upon Failure" are those slopes whose failure will impact or have a reasonable engineering probability or impacting buildings or other structures inhabited by humans. Geotechnical Report Guidelines Approved 04.24.04 10 Temporary Slope Permanent Slope Low Threat Upon Failure 1 High Threat Upon Failure 2 Static 1.25 1.40 1.50 Seismic (dynamic) 1.05 1.10 1.15 2. DESIGN REQUIREMENTS LEOTECHNICAL REPORT CONTENL' CITY OF TUKWILA For a limit equilibrium analysis, design factors for safety of slopes will be no less than the following: The analysis should consider the impacts of groundwater in the modeling of soil strength and density parameters, and in other ways considered appropriate by the engineer. A conservative wet season analysis should be used for permanent slopes and those temporary slopes which will be constructed anytime between October 1 and May 31. Alternative analyses may be proposed by the geotechnical engineer and accepted by the City, if they are based upon accepted and published methodologies which evaluate static and dynamic loading cases, and the consequences of the type of slope failure under consideration. Other design requirements remain the same. 1 Permanent slopes termed "Low Threat Upon Failure" are those slopes whose failure will not impact buildings or other structures uninhabited by humans. 2 Permanent slopes termed "High Threat Upon Failure" are those slopes whose failure will impact or have a reasonable engineering probability or impacting buildings or other structures inhabited by humans. Geotechnical Report Guidelines Approved 04.24.04 10 Trinh Nguyen 1935 S Orcas St. Seattle, WA 98108 RE: Nguyen Short Plat -- L04 -006 Dear Ms. Nguyen: Your application for a short plat located at 4051 S. 148 Street, Tukwila, WA has been found to be complete on January 19, 2005 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if we believe that 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 permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will contact you after other City Departments have reviewed this project. If you wish to speak to me sooner, please call me at (206) 431 -3683. Sincerely, a hec---e"__ 7cx Rebecca Fox Senior Planner City of Tukwila Department of Community Development Steve Lancaster, Director cc: Engineer, Public Works; Fire Prevention, Fire Department Steven M. Mullet, Mayor Q: \Nguven Short Plat \Nguyen completeness letter 1- 19- 05.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Nguyen Short Plat 4051 S. 148 ST Tukwila, WA RE CEIVED DEC 2 2 2004 DEy Written Discussion of Project Consistency with Decision Criteria By Trinh Nguyen The proposed short plat at 4051 S. 148 St. Tukwila, WA conforms to the Tukwila Comprehensive plan in the sense that the land is zoned LDR (Low Density Residential) with a minimum lot size of 6,500 SQ. FT The area for Lot 1 is 7,923 SQ. FT. and the area for Lot 2 is 9,937 SQ. FT. The proposed easement area for ingress and egress is 2,122 SQ. FT. The lot size then and land use conform to the current standards now in effect for this location in the City of Tukwila. The purpose of the proposed short plat then is to divide the land into two lots in order for a new home to be constructed on Lot 2. A technical information report has been included that shows provisions for water, storm drainage, erosion control and sanitary sewage. This plan is consistent with the King County development standards. In addition this plan shows the build out for access to Lot 2. A 10 FT wide asphalt driveway is proposed within the 20 FT easement. The proposed easement will allow for utilities to access the property from S. 148 St. These utilities then will be stubbed or capped at the end of the driveway. In addition the proposed easement for ingress and egress to Lot 2 is 106.10 FT. Since the length of the easement is less than 150 FT, provision of a turn around for fire protection is unneeded. PRELIMINARY TECHNICAL INFORMATION REPORT NGUYEN SHORT PLAT 4051 S 148 ST Tukwila, WA BY SITE DEVELOPMENT SERVICES 310 208th ST. SE BOTHELL 98012 425- 481 -9687 December 1, 2004 !RECEIVED DEC 2 2 2nn4 DEVELOPMENT TABLE OF CONTENTS Section Section Title Number Project Overview Preliminary Conditions Summary II Offsite Analysis 111 Detention Design IV(not used) Conveyance systems Analysis and Design V(not used) Special Reports and Studies VI(not used) Other Permits VII(not used) Erosion /Sedimentation Control Design VIII(not used) Bond Quantities and Other Forms IX(not used) Maintenance & Operations Manual X(not used) SECTION I PROJECT OVERVIEW PROJECT OVERVIEW Consisting of about 0.46 acres, the site is occupied by a single family residence. The project will create a new lot behind the existing house, which will be accessed via a driveway located on the east side of the lot. The existing house is to remain, and each lot will have its own private driveway. The site is mostly in grass, although there are a few trees on the site. It is in a neighborhood consisting of similar single family residences. Grades slope down to the east at a rate of about 7% to 8 % %, with the north end being slightly lower than the south. No sensitive areas or drainage features are known to exist on or adjacent to the site. Access to the site is currently via S 148 St. The driveway is located towards the east side of the site and has good sight distance in both directions. The new driveway will be just to the east of the existing driveway. There are no curbs, gutters or sidewalks on 148 St., but there are walks on 42 St. to the east. This project will construct no new frontage improvements. Drainage in 148 St. is carried in the shoulder and is collected periodically by catch basins located on the south side of the street. 30TH 32ND a 35T AV 38TH LN Sal S S z ! N1 :• HEW "' AV S • rn 44TH PLS -i JUiH AV S S ''' C." Z -N D 01 c li —4 S 31ST PL S 2 i- t/) 32ND PL — i o S v) 37TH PL S 46TH AV S Cu cn PL S 32ND PL S it ..I. t N A G ) 1V 11 34TH 35TH AV c s 41ST cn S AV i .Iwo c§ 46TH AV S SECTION II PRELIMINARY CONDITIONS SUMMARY CORE REQUIREMENTS Discharge at the Natural Location: The existing site drains to the storm drain in 42 Ave., and the developed site will do the same. Offsite Analysis: This is presented in Section III. No known problems exist within % mile of the site. Flow Control: As the increase in impervious area will be about 4,300 square feet (1150 square feet for the entrance driveway, 650 square feet for the driveway in front of the garage and 2,500 square feet of roof area),no flow control is required for this project except for roof downspout BMP's. This will consist of a perforated tight line connection. Conveyance System: Conveyance systems will consist of roof drains connecting to the existing storm drain in 148 St. This does not require a conveyance analysis. Erosion and Sediment Control: Maintenance and Operations: PRELIMINARY CONDITIONS SUMMARY TESC measures will be provided as required for private home construction in the City. No maintenance directions are required, as the system consists only of roof drains. Financial Guarantees and Liability: All required guarantees will be provided when requested. Water Quality: Because the site will construct less than 5000 square feet of PGIS, no storm water treatment systems are required. Source Controls: Oil Control: SPECIAL REQUIREMENTS Other Adopted Area - Specific Requirements: No such areas are known to affect this site. Floodplain /Floodwav Delineation: The site does not contain, nor is it adjacent to a stream, lake, wetland, or closed depression Flood Protection Facilities: The site is not adjacent to a Class 1 or 2 stream, nor does is propose to construct a new or modify and existing flood protection facility. No special controls should be required for the site, as it is a single family residential development. This is not a high use site, nor is it redeveloping an existing high use site. Therefore, special oil control measures are not required. SECTION III OFFSITE ANALYSIS UPSTREAM: ON -SITE: OFF -SITE ANALYSIS The upstream area consists of single family residences on large lots, so most of the ground cover consists of grass. No concentrated runoff was observed entering the site from the upstream area, but it is possible that some concentrated flows could occur during heavy rainfall. It appears that the house roof drains are tight lined to the storm drain in 148 St. Since the lot is 0.48 acres and has only one house and a small shed, most of the site is landscaped with tall grass with sparse trees (see Photo 1A). The ground slopes down to the east at 7 %to 8 %, in addition to sloping slightly down to the north towards 148 St. No drainage features such as stream channels or closed depressions were observed on the site. The house downspouts are connected to a piped system that is probably carried to the storm drain system in 148 St. That system consists of a 12 inch pipe extending between catch basins located just to the south of the existing asphalt pavement. One such catch basin is located near the west side of the subject site. Runoff leaving the asphalt pavement is carried in the shoulder to the catch basins, as there are no gutters or sidewalks in 148 St. DOWNSTREAM: Runoff from the site sheet flows across the adjacent site to the east, which is a residential property similar to the subject site (see Photo 1B). From there the runoff continues to sheet flow to a ditch in 42 Ave to the east. The existing roof does not appear to drain in this direction, but, instead, is directed to the storm drain in 148m St. This storm drain is a ductile iron pipe that outfalls to a ditch just before reaching 42 Ave. This ditch almost immediately turns to the south and parallels 42 Ave. The ditch is about six feet deep with 2H:1V vegetated side slopes. The bottom is about two to three feet wide and is stable bare earth. Just on the north side of the driveway for house number 14811, the ditch runoff is collected in a 24 inch concrete pipe and carried to a large diameter catch basin in the driveway. From there the pipe goes to another catch basin in 42 Ave. in front of the same driveway. From there the storm drain system travels south in 42 Ave. for at least 1 /4 mile, so the downstream review ended there. See the Downstream Sketch and associated pictures. Also included is a large scale "iMAP" showing the overall downstream path. map VUTpUI King County Home III=111 =HIM iMAP - Stormwater + -... — {ICJ 2003 Ian Cerny • _ — . r -,. _I�QVKtt1� e4vrn_ - P• -`��t_ Y�- Mt e LJouJu j free -n a . / 01 fd:l4mL gi Selected Parceis E Thomas Brothers Mao Page SWS Drainage Studies ▪ SWS herghhomood Drainage P roiects • SWS Regional Stormaater Facilities • SWS Resdental Stormwater Facilities • SWS Commercial Stommater Facilities • County Boundary Legend Streets I gwav Amrars Parcels Contours - 100 ft Contours - 20 It Lakes and Large Rivers Streams The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. My sale of this map or information on this map is prohibited except by written permission of King County. King_County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. cagy 1vi1 http:// www5. metrokc. gov/ servlet/ com .esri.esrimap.Esrimap ?ServiceName overview &Cl... 11/29/2004 i 1',;. s60 ZA - c � 47.1. `5 I TE to 5 148th 5+ Ito vs a # 14-8t 1 24 "cosc • • 3e • Suwt 1 :44 A P©AEIn s+ a cLwt 5 W._ e, f c an 3 v r 9 N .d. 4TJ c oMnt -wes o I mre. Y4- tAL to A B LOOKING NORTH FROM PROPOSED LOT 2 TOWARDS PROPOSED LOT 1 (EXST HOUSE TO REMAIN) LOOKING SOUTHEAST AT DOWNSTREAM SITE. RUNOFF SHEET FLOWS ACROSS THIS SITE 1 A B LOOKING EAST ALONG FRONTAGE LOOKING SOUTHEAST DOWN DITCHLINE FROM SD OUTFALL 2 A B LOOKING WEST TOWARD SD OUTFALL FROM 148Th ST DITCH LINE DOWNSTREAM FROM 148Th ST OUTFALL A B SD INTAKE FROM DITCH AT HOUSE #14811 STORM DRAIN MANHOLE IN 42ND AVE, IN FRONT OF HOUSE #14811 09/17/2004 10:48 2067668111 INT'L MTG TIZP-)Pf 3 Erg - yo COMMITMENT FOR TITLE INSURANCE ISSUED BY r st ewart 'title uaran company 9 tY Pa Y DEVE LOPAIENT PAGE 01 RECE��E DE 2 2 2404 i STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown on Schedule A. Company City, State Fmw.swa..1 s 0..14 Authorized Signatory pi 7 re STEWART TITLE SEATAC, WASHINGTON �stewart title guaranty company Cow i (tY cJed 0 F »N iInli 09/17/2004 10:48 2067668111 CONDITIONS AND STIPULATIONS INT'L MTG PAGE 02 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for any only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. rSt ewart 'title guaranty company All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. 09/17/2004 10:48 2067668111 INT'L MTG PAGE 03 Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm- Leach - Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that It collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: • information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • information that we receive from others involved in your transaction, such as the real estate agent or lender. , Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non - financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic,' and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. 09/17/2004 10:48 2067668111 stewart INT'L MTG PAGE 04 18000 International Boulevard South, Suite 510 SeaTac, Washington 98188 206 - 770 - 8700 • 888 -896 -1443 fax 206- 770 - 8703.253 -882 -2033 Title Officer: Asst. Title Officer. Reference: Sunny Johnson Tanya Johnson TRANG/HUYNH 1. Effective Date: July 8, 2004 at 8:00 a.m. 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S PLUS POLICY HOMEOWNER'S RATE Phone: (206) 770 -8723 Phone: (206) 770 -8717 E- mail: tjohnson @stewart.com SCHEDULE A Proposed red: KHAN THI HUYNH, A SINGLE PERSi N Amount: Premium: Tax: Total: (X ) ALTA EXTENDED LOAN POLICY, (10/17/92) Amount: $186,000.00 SIMULTANEOUS ISSUE RATE Premium: $430.00 Tax: $37.84 Total: $ 467.84 Proposed Insured: INTERNATIONAL MORTGAGE, ITS SUCCESSORS AND /OR ASSIGNS 3. The estate or interest In the land described or referred to in this Commitment and covered herein is: FEE SIMPLE ESTATE 4. Title to said estate or interest in said land is at the effective date hereof vested In: THANH H. TRANG, PRESUMPTIVELY SUBJECT TO THE COMMUNITY INTEREST OF HIS WIFE, LYNN P. HUYNH, ON APRIL 22, 2003, DATE OF ACQUIRING TITLE 5. The land referred to in this commitment is described in Exhibit "A". E - mail: sujohnso @stewart.com Order Number: 200492181 $240,000.00 $740.00 $65.12 $ 805.12 Page 1 Order Number. 200492181 09/20/2004 09:11 2067668111 Order Number. 200492181 INT'L MTG 3eG ozs- EXHIBIT "A" THE EAST 32.225 FEET OF LOT 15 AND THE WEST 62.40 FEET OF LOT 16, BLOCK 2, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE(S) 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 101 FEET OF LOTS 15 AND 1 PAGE 01 09/17/2004 10:48 2067668111 FORMAT: SCHEDULE B - SECTION 1 INT'L MTG PAGE 05 THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD NOTE; EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM, 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8'6" BY 14" NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS, PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO AUDITOR'S FILE NUMBER OR SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGE(S), IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S) RETURN ADDRESS WHICH MAY APPEAR IN THE UPPER LEFT HAND 3" TOP MARGIN Page 2 Order Number: 200492181 09/17/2004 10:48 2067668111 SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS INT'L MTG PAGE 06 THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. B. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 0. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS, (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS, (0) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES /COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. END OF GENERAL EXCEPTIONS Page 3 Order Number: 200492181 09/17/2004 10:48 2067668111 LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: DEED OF TRUST AND GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: $ 57,000.00 $157,000.00 INT'L MTG SCHEDULE B - SECTION 2 CONTINUED SPECIAL EXCEPTIONS 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR CITY OF TUKWILA IS 1.78 %. 2. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30 THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 YEAR: 2004 AMOUNT BILLED: $2,878.99 AMOUNT PAID: $1,439.50 AMOUNT DUE: $1,439.49, PLUS INTEREST AND PENALTY, IF DELINQUENT 2401 004100- 0180 -03 NOTE: KING COUNTY TREASURER, 500 4 AVENUE, 6 FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296 -7300 WEB ADDRESS: http:/ /webapp.metrokc.gov/KCTaxinfo /. THE TERMS AND CONDITIONS THEREOF: XUAN -HUONG THI BUI, A MARRIED WOMAN AS HER SEPARATE ESTATE FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON AMERICA'S WHOLESALE LENDER, A CORPORATION $184,000.00 MARCH 25, 2002 MARCH 29, 2002 20020329001625 4. TITLE IS CLAIMED BY DEED TO VESTEE HEREIN °AS HIS/HER SEPARATE PROPERTY (ESTATE)". SUCH RECITAL IS INSUFFICIENT TO OVERCOME THE LEGAL PRESUMPTION THAT THE PROPERTY MAY BE COMMUNITY PROPERTY, IF SAID PARTY WAS MARRIED ON THE DATE OF ACQUIRING TITLE. IN ADDITION, TITLE IS SUBJECT TO MATTERS WHICH THE RECORD MAY DISCLOSE AGAINST THE NAME OF THE SPOUSE , IF MARRIED. PAGE 07 Page 4 Order Number: 200492181 09/17/2004 10:48 2067668111 INT'L MTG PAGE @8 5. IF THE HEREIN DESCRIBED PROPERTY CONSISTS OF THE DWELLING IN WHICH THE OWNER RESIDES, SUCH PREMISES CANNOT BE CONVEYED OR ENCUMBERED UNLESS THE INSTRUMENT IS EXECUTED AND ACKNOWLEDGED BY BOTH SPOUSES, IF SAID OWNER IS A MARRIED PERSON, PURSUANT TO RCW 6.13. IF THE OWNER IS UNMARRIED THE FORTHCOMING INSTRUMENT SHOULD SO RECITE. 6. ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, TITLE IS TO VEST IN KHAN THI HUYNH, A SINGLE PERSON . THE RECORDS DISCLOSE THE FOLLOWING MATTER(S) RELATIVE TO THIS TRANSACTION WHICH WILL ATTACH IF AND WHEN SAID PARTY(IES) ACQUIRES AN INTEREST IN THE PREMISES: JUDGMENT. IN FAVOR OF: CREDIT INTERNATIONAL CORP AGAINST: KHANH HUYNH AMOUNT: $2,281.74, TOGETHER WITH INTEREST, COSTS AND ATTORNEYS FEES, IF ANY FILED: MARCH 19, 2004 JUDGMENT NO.: 04 -9- 02891-0 CAUSE NO.: 04 -2- 05451 -6 ATTORNEY FOR CREDITOR: JEFFREY G. YONEK SAID JUDGMENT IS A TRANSCRIPT FROM DISTRICT COURT. WE ARE UNABLE TO ELIMINATE SAID MATTER(S) DUE TO THE SIMILARITY OF THE NAME OF OUR PROPOSED INSURED WITH THAT OF THE DEBTOR AS DESCRIBED THEREIN. THE ENCLOSED IDENTITY AFFIDAVIT SHOULD BE COMPLETED AND RETURNED TO THIS OFFICE FOR CONSIDERATION 10 DAYS PRIOR TO CLOSING. Page 5 Order Number. 200492181 09/17/2004 10:48 2067668111 NOTES: INT'L MTG PAGE 09 NOTE A: SO THAT WE MAY COMPLY WITH ALL LENDER REQUIREMENTS AND ENDORSEMENTS, PLEASE ENCLOSE A COMPLETE COPY OF THE LENDER'S INSTRUCTIONS WITH THE RECORDING PACKAGE IN ORDER TO ASSURE TIMELY RECORDING ALL RECORDING PACKAGES SHOULD BE SENT TO: STEWART TITLE 18000 INTERNATIONAL BLVD., SUITE 510 SEATAC, WASHINGTON 88188 ATTN: RECORDER NOTE B: THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. PTN. LTS. 15 & 16, BLK. 2, FIRST ADD. ADAMS HOME TRACTS, VOL. 12, PG. 50. NOTE C: ALL MATTERS REGARDING EXTENDED COVERAGE HAVE BEEN CLEARED FOR MORTGAGEE'S POLICY. EXCEPTIONS A THROUGH H SHOWN IN SCHEDULE B HEREIN WILL BE OMITTED IN SAID EXTENDED COVERAGE MORTGAGEE'S POLICY. ADDRESS OF PROPERTY: 4051 SOUTH 148TH STREET TUKWILA, WASHINGTON 98168 PS/CJ END OF SCHEDULE B Page 6 Order Number. 200492181 09/17/2004 10:48 2067668111 Copies to: INTERNATIONAL MORTGAGE /SEATTLE 9618 14TH AVENUE SOUTHWEST SEATTLE, WA 98106 ATTENTION: SAO FUNDAMENTAL ESCROW 9618 14TH AVENUE SOUTHWEST SEATTLE, WA 96106 ATTENTION: BILLY INT'L MTG PAGE 10 Page 7 Order Number: 200492181 09/17/2004 10:48 2067668111 E Vewart 0V» a V C Cft INT'L MTG PAGE 11 ORDER NO:. 200492181 N This sketch is provided without charge for information. It is nct intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assurnesNO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information 09/17/2004 10:48 2067668111 e rt title DATED: JULY 21, 2004/TCJ Page 1 To: FUNDAMENTAL ESCROW 9618 14TH AVENUE SOUTHWEST SEATTLE, WA 98106 ATTENTION: BILLY SUPPLEMENTAL NO.1 INT'L MTG PAGE 12 18000 International Boulevard South, State 510 SeaTac, Washington 98188 206 - 770.87030.888.896 -1443 fax 206 - 770.870 3 • 253-882-2033 Ilia Officer: Sunny Johnson Phone: (206) 7708723 e-mail: sujohnso@stewart.com Asst Title Officer: Tanya Johnson Phone: (206) 7748717 e-mail: tjohnson@stewart.com Your Reference: TRANGIHUYNH Order Number: 200492181 - The following information affects the title to the property covered by our report, but Is not intended to represent a complete report to date: OWNER'S PROPOSED INSURED HAS BEEN AMENDED TO READ AS FOLLOWS: r10 KHAN THI HUYNH, A MARRIED MAN, AS HIS SEPARATE ESTATE . PARAGRAPH NUMBER(S) 6 OF OUR REPORT HAS(HAVE) BEEN ELIMINATED. THE FOLLOWING PARAG1RAPH NUMBER(S) 7 HAS(HAVE) BEEN ADDED TO CUR REPORT: ACCORDING TO THE APPLICATION FOR TITLE INSURANCE. TITLE IS TO VEST IN KHAN THI HUYNH, A MARRIED 11/01/WOMAN, AS HIS /HER SEPARATE ESTATE_ IF WE ARE TO INSURE TITLE AS SUCH FREE OF ANY INTEREST OF THE SPOUSE. WE WILL RE QUIRE A DEED OF CONVEYANCE FROM THE NON- PARTICIPATING SPOUSE. IF SAID DEED IS NOT RECORDED CONCURRENTLY WITH THE INSURED DOCUMENTS TITLE MAY FURTHER BE SUBJECT TO MATTERS WHICH THE RECORDS MAY DISCLOSE AGAINST THE NAME OF SAID SPOUSE. THE FOLLOWING ING NOTE(S) D HAS(HAVE) PEEN ADDED TO OUR REPORT: ACCORDING TO THE APPLICATION FOR TIRE INSURANCE, TITLE IS TO VEST IN KHAN THI t UYNH, EXAMINATION OF THE RECORDS DISCLOSES NO MATTERS PENDING AGAINST SAID PARTY(IES). Order Number: 200492181 CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcencer Blvd., Suite 100 Tukwila, WA 9808 Permit Center /Buiadi t Division.__ _ 206 -431 -3670 -- f" Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 :1if. 1.N,4, & ;1 ' �'.1>'a?T.AlN+.1'r `•Yf^, . xY�,.f If.�.Y FLS. 1:4 Site address (attach map and.legal description showing hydrant location and size of main): ItotA C life ST )7/J4.4Vide,, WA efUgg ,. yy ���� � I � w . - N -� .,;1..4i,�.avn tillai.�ia °.fliT 1"!.-�,. Lgw'. �'^'.�� EU ;i...i5�.�: , {* '1 �,�; 1�1..:R_ This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commerdai lndustrial 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 ft Area is served. by (Water Utility District): 4,9, .Pr �.t trill. Nfl. 415 Owner /Agent Signature v tiCZEMINMMIati 1. The proposed project Is within L 6.I-k t1.'J4 k C 7 (City /County) 2. ©'two Improvements required. 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensiveplan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheaf If more room is needed) 4. Based upon the improvements listed above, water can be prov(ged and will be available at the site with a flow of COO gpm at 20 psi residual for a duration of 2 hours at a velocity of ! fps as documented by the attached calculations. 5. Water suability: Acceptable service can be provided to this project O Acceptable service cannot be provided to this project unless the Improvements in Item B-2 are met. O System is not capable of providing service to this project. I hereby certify that the above information Is true and correct. c.v l h is-7 Agency/Phone 2 2- z- f CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district 0 Preliminary Plat By ® Short Subdivision ❑ Other 41.7/01 Date This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." q —ea -4 Date Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other tt Short Subdivision ❑ Rezone Proposed Use: Cc u • @V IP) t Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other 49.. 77:3 Applicants Name: f A►,( 44 k 1J n h Phone:(a(�( (8`t- 796.p (wk) TeNN jK^' 1-3•3o or Approximate Location: Tax Lot Numbe Property 4 Number. 41651 S 142 Sr 00410o-0/PO Legal Description(Attach Map and Legal Description If necessary): w. 60.40' o pf a/o 1: o /6 ^ 4.07" /6J /to g/k a a- E 3�. 2.25/ � Ar �u Fr o1 /6 /`dgmS a -72S /CT A J Part B: (To Be Completed by Sewer Agency) 1. pi a. Sewer Service will be provided by side sewer connection only to an existing 4 // size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an Improvement to the sewer system of. ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) Cl a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Ea a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 8 eit— a. District Connection Charges due odor to connection: to' „, Cr�cnl'.dv”) oo GFC: $ 141 AV SFC: $ 100 UNIT: $ MO—TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King CoMletro without notice.) b. Easements: ❑ Required May be Required c. Other: CERTIFICATE OF SEWER AVAiLABILITY /NON- AVAILABILITY I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro ; date of signature. / By Q Certificate of Sewer Availability OR Q Certificate of Sewer Non - Availability Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax (208) 242 -1527 6 /C i f Date Parcel Map and Data 00400009/3 004 - 3040040'E52 50 3+_i1994iC 46. :WO CC+8t J • 00f .a: e* . r, »..)0967 ace 8 t$ 0000%3 034000095? ' .. y — 3049000 — 0040000959 0049000955 .; tt . •t.000f''. 0(4 S.14S7-11_Si! X400001515 00. 0011••. I IC) 2002 'COD/ 00. 0041000180 . t - 100011. 10001 10001• at .. ...aa 100021. • • 2000006 1000 004 000178 • 004 •■••15 . a. Jb a 1000225 .. 2000010 u 1006 0041000185 ••a .• ... 1000.. •' 10002 . foot) .•1 1000•' 70 0041000247 .t 1.t. 5 •• 1000235 2000119 a 004 •. as •• ' 10002 .• 200011 0 ! tea • • 0 1oQ0 q 0041000245 004.. ___ 0a4 • .. t Parcel Number 0041000180 Address 4051 S 148TH ST Zipcode 98168 Taxpayer TRANG THANH H U L t a The Information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County.' Print Map Page Page 1 of 1 King County Home News Services King County I GIS Center ( News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. Comments \a8-ekl Lot Sea rch http: / /www5 .metrokc.gov /parcelviewer/Print Process.asp 9/7/2004 FOR STAFF USE ONLY Sierra Type: P-SS Planner: File Number: 1_ U"i - 00 ( Application Complete (Date: ) Project File Number: 17Q4, - pttZ Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: 41.9 -9h et p7 664 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. t -IO57 ) 1 / °A AP 09 /11/03 ii' %1, HORT D LAT o ��MM�N ?��� of T (P -SS) Quarter:,7 of Section: 22 Township:D3 AlRange: ( '1 &/ 51E Yt f N I" yt j (This information inay be found on your tax statement.) 22 • 2.3 DY' DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 77c. 1 t'1 11 /V IA P� Address: J . iY 4 c � Phone: e -2‘1. -2‘1. k / k `v v! '" 79 '? FAX E -mail: ri � n_91,( y 99P Aorm4 /t Con-► Signature: -�/ (�N & '' Date: 24 I oh Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Publorks and Planning ' `C Cell DEC 22 APPLICA9ON MATERIALS: COM 4 ' E/ 0 0 4 4 4 Application Checklist (1 copy) indicating items submitted with application. / Co Appli cation Fo a dr (4 c V 1. . One set plans reduced to 8 1/2 11 ". of all 4. Application Fee — up to 4 lots in LDR $500, other zones $1,000 — 5 to 9 lots in all zones $1,000 (V 4 5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: IVA notice 6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). N / 7. If the project involves a short plat of 5 — 9 lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple- family buildings —e.g. apartments, condos, trailer parks —must be included (see SEPA Application) W ^ / /r 8. If the project involves a short plat of 5 '9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT ESCRIPTION AND ANALYSIS: Vicinity Map with site location. 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known and encumbrances, must be dated within 45 days of application filing. � asements Document sewer and water availability if provided by other than the City of Tukwila. l � 2. 3. A written discussion of project consistency with decision criteria (see Application). 14. Any required maintenance agreements, easements or other documents ready for recording. tWater � 5. Technical Information Report MR) including feasibility analysis per King County Surface Design Manual (KCSWDM). For additional guidance contact Public Works. /� 16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 45) for example wetland or geotechnical reports. 1 7. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. 1 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). C:Won's FilaVtcd Book\SHTPLTAPP.doc, 01/10/03 Fr 04 4 T Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PLAT SUR : a template is available from the City in AutoCAD format 18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey ormat and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. 1 (b) Legal descriptions of the existing and proposed lots. (c) The final plat documents must include all applicable certificates and approvals listed in "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot 'nes to be removed shall be shown dashed. e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for re • ential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn - arounds per Fire Department standards. y� / F v (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and ' itations. Locations of existing and proposed public street rights -of -way and private access asements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. LANDSCAPE PLAN: for 5-9 lot short plats 19 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". „ j pc IV (b) Show all existing trees o be retained and any tree protection measures required (for ex amp l e f enc i ng at d r i p li ne ) . SENSITIVE AREAS PLAN: 1\1 A 20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". Location of all required sensitive area buffers, setbacks tracts and protection measures. y (b) (c) Show all trees over 4" caliper, indicating those to be retained. (d) Show proposed lot and tract lines. CIVIL PL : 21. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). C:\Nora's Files\Rcd Book \SHTPLTAPP.doc, 01/10/03 Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning Total existing lots prior to Short Plat. (d) Total expected cut and fill for plat buildout. Total lots in this Short Plat. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. Total acres involved in the Short Plat. (f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. (/ (g) Locate the nearest existing hydrant and all proposed hydrants. Any preexisting uses? (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. Overall density (lots /acre). (i) Plan, profile and cross - section for any right -of -way improvements. l/ (j) Show planned access to lots, driveways, fire access lanes and turn- arounds. / (k) Show the location and distance to proposed property lines of all existing structures, ,indicating those to be removed. Show the expected location of all new buildings. i , (1) Show proposed lot and tract lines. Information Required. Response Total existing lots prior to Short Plat. 1 Total lots in this Short Plat. P Total acres involved in the Short Plat. o l 'IC acre (' Constraints (sensitive area, right of way, retention/detention areas) in acres or sf. kf 0) h , . Any preexisting uses? S y, / r i�,� 7 y per; Cl eiic.c. Overall density (lots /acre). C. 7 1 !r/e C,C GROWTH MANAGEMENT ACT REQUIRED INFORMATION C:Wor.s FiksRed Book\SHTPLTAPP.doc, 01 /10/03 RECEIVED DEC 2 2 7nn'1 coma. 1 Y DEVELOPMENT DEC.21.2004 8 :33AM CITY WORKER' COMP. 41 f41. 100 STATE OF WI.SHtNO TON < pilfF Y COUNTY OF KING NT The undersigned being duly swum and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. MI statements contained in the applications have been prepared by me or my agents end 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, cantroewrs or other representatives the right to enter upon Owners real property, located at 405/ S /449 57 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 properU' occurring on the private property during the City's entry peon the property, unless the loss or damage is the result of the sole pegligence of the City. 4. The City shell, at its discretion, cancel the application without refund of fees, if the applicant does not respond to speciric requests for items on the "Complete Application Checklist" within 'threw (90) days EXECUTED et TcIKw /4-A (ally), 4-- (state), on Pe e-4 ti °Z"1 ,20 F 5 � ? y F :0 , `,.F • ; 4 l , i N; ; CITY OF TUKWILA DePar¢mcnt of Communlry Development 6300 Sputhceriter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(7cR i iIa.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY kHAN f/ity ,yH (Print Name) i -/ • 3 /y8 - (Address) N P UBUG ?_ ` -1 4 1 ): % •.§-9 . -67 .• O - '411 OF 4YASN On this ablit1511sOnally appeared before me executed the foregoing instrument and Acknowledged that hdre signed th purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS A- NOTARY PUBLIC residing at eV My Commission expi > on ellt Y ? 1-007 NO.377 P.2 /2 to me known to be the individual who olunmry act and deed for the uses and 20 en 171 RECORDING DOCUMENTS The recording documents submitted for final approval must be on mylar, in record of survey format, meet all of the King County recording requirements and contain the following signature blanks, where applicable. The standard signature blanks are included in the AutoCAD template available from the City. If you choose not to use the template please reproduce the applicable language accurately on the mylar. RECE DEC 2 2 2004' OWNERS' DECLARATION -ENT N Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). SIGNATURE BLANKS In witness whereof we have set our hands and seals. Name: Name: STATE OF WASHINGTON County of King GIVEN under my hand and official seal this Name: Name: (Provide a name blank for each owner and as many notary blanks as needed) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. day of , 20 LAND SURVEYOR'S CERTIFICATE: Signature: Name of commissioned: Title: My appointment expires: Any survey submitted for a short plat shall include a certification with the seal of and signature of the surveyor responsible for the survey and final plat with the following statement: "I, , registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat." SEATTLE - KING COUNTY HEALTH DEPARTMENT'S APPROVAL (This is only required if lots are served by septic systems:) Examined and approved by the Seattle -King County Health Department this day of ,20 Director CITY TREASURER'S CERTIFICATE (only required if land is to be dedicated to the City) There are no delinquent special assessments, and all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full. Examined and approved by the City of Tukwila Finance Department this day of ,20 Finance Director COUNTY TREASURER'S CERTIFICATE I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of , 20 Deputy King County Treasurer King County Treasurer C:\Noras Files\Red BookVSHTPLTAPP.doc, 01 /10/03 COUNTY ASSESSOR'S CERTIFICATE Examined and approved by the Department of Assessments this Deputy King County Assessor King County Assessor day of , 20 RECORDING CERTIFICATE Filed for record at the request of the City of Tukwila this day of , 20 , at minutes past M, and recorded in Volume of Plats, on page Records of King County, Washington. Deputy Director, King County Director, King County Department of Records and Elections Department of Records and Elections TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision committee and hereby certified for filing this day of , 20 Chair, Short Subdivision Committee KING COUNTY RECORDER'S FORMAT REQUIREMENTS Document Standardization • The first page of all documents must have: D A three -inch margin at the top and a one -inch margin on the sides and bottom (if using letter or legal sized paper). D The following key information: ♦ Return address • Document title and titles • Reference numbers of documents assigned or released (if applicable) ♦ Names of the grantors and grantees with reference to pages where additional names can be found ♦ Abbreviated legal description ♦ Assessor's property tax parcel number or account number A coversheet may be used to fulfill the three -inch top margin & indexing information requirements list above, however, the requirements listed below must still be met or the document will be returned for compliance. Also, when a coversheet is used one dollar will be added to the recording fee for the additional page on the document. • The second page and all succeeding pages must have a one -inch margin on all sides (unless document is using record of survey format, 18" x 24 "). • No attachments are allowed on the pages. • The font size must be at least 8 point. • The page size can be no larger than 8%2 x 14 (unless in record of survey format, recorded at Condominium and Plat desk). • The paper must be of a weight and color capable of producing legible images. • The ink must be a color that is capable of being imaged. • All seals must be legible and capable of being imaged (pressure seals must be smudged). RECEIVED C:Wora's Files\Red Book\SHTPLTAPP.doc, 01/10/03 DEC 2 2 7nn4 t.UlYliiitil�i! Y DEVELOPMENT 18" WITH 112" MARGIN ON EACH SIDE 4 I I 1 a I ill WI 11 1111111 MM$R it I I 1 NI 1 1 jilt I =1E i l ,� i IVA i ii l i I l I I 1 1 1 1 II II bit . II r I lillit Ei j f F I I I I Ohl i hi rI pi ll I I WI r !I i I I 1 1 1 1 RECEIVED 1 i ; DEC 2 2 7004 ' t JMMUNI1Y DEVELU VttNT p My at Tukwils Millearriatliairatt Tii"GkWAN1N Woken pin 4141/11 mpg Mall SHORT PLAT NUMBER 24" WITH 2" ON LEFT MARGIN AND 1/2" ON RIGHT MARGIN INSERT MAP HERE SUIOVIORI IIO OUPEICOS MOCK OWN WI OF PAGE SHORT PLAT NUMBER L- 04 -0B6 VERTICAL DATUM: acr0 -291 CITY OF TUKWILA. SOUTH 150TH STREET C PROFILE PLAN. FOUND TWO PK NAILS 'USED NORTH ONE LOCATED AT THE INTERSECTION OF 42ND AVE S. STREET AND 150TH STREET. ELEVATION • 247.83' BEARING MERIDIAN: RECORD OF SURVEY AS RECORDED IN BOOK 29 OF SURVEYS. PAGE 151. RECORDS OF KING COUNTY, WA. 587 - E ON CENTERLINE OF S. 148TH STREET 1) 2) 3) SURVEYOR'S NOTES: FOR ORIGINAL SUBJECT PROPERTY ZONED L.D.R. PER CITY OF TUKWILA. SUBJECT PROPERTY TAX PARCEL NUMBER 004100-0190. SUBJECT PROPERTY'S WATER C SEWER SERVICE IS PUBLIC 4) THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2004 AND AUGUST OF 2006. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 5) SUBJECT PROPERTY SITE ADDRESS: 4051 S. 148TH ST. SEATTLE, NA. 98168 S. 144TH STREET 15 LINE L; SEC. 22- 23-4/". 22 y S. e6TH STREET S. 148TH STREET S. 150TH STREET VICINITY MAP NOT TO SCALE METHOD OF SURVEY: INSTRUMENTATION FOR THIS SURVEY WAS A 1' GEOOIMETER 600 ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WAS'A CLOSED TRAVERSE. MEETING OR EXCEEDING STANDARDS SET BY WAC 332 - 130 -090. REFERENCES: 1) PLAT OF ADAMS' HOME TRACTS VOL. 22. PAGE 50 2) RECORD OF SURVEY IN BOOK 29. PAGE 151 3) RECORD OF SURVEY IN BOOK 15. 116 4) RECORD OF SURVEY IN BOOK 145, PAGE 42 K.C.A.S. MAP FOR.THE N.W. 1/4 SEC. 22 -23 -4 ALL RECORDS OF KING COUNTY. WA. W7PATPO71ON OF THE SE. 1 /4OF THE N.W. 1 /4 SEC. 22TWP.23N.,R W.M. CAYOF ILA, COUNTY OF KING, STATE OF WASHINGTON GRAPHIC SCALE i'- 20'2 — I 0 20 II GE ASPHAL T BUILDING TO REMAIN ENVELOPE AREA 1. 065 SOFT. 69.64 N87'57'33'11 END OF WOOD FENCE IS 0.7' W OF LINE FENCE IS 0.7' E. OF LINE R -O- FENCE IS1 / 0.4' W, T OF LINE BEG. OF CHAIN! LINK FENCE IS ON LINE - ALWYT 200 sera's. BAR t CAP •CEOO L5+ 1 AT PROPERTY CORNER 'T YPICAL• 2 FENCE CDR. IS 1 .3' E. C 1.9' OF PROP. CORNER 1 ' i p 2 OF PAINTED FOGLINE 26 09 HELD BEARING SB7'53' I.; PER ROS 29/151 'E '304�B' ^CA S. 148 EWAY ...TON ASPH D o• ROAD S87 9 .64' . ;i 0 269 MAPLE TREE : TN 5' COA.O r l to 2 5 87'57'33'E 2 94.64' NORTH LINE OF SOUTH 101' OF LOTS 15 C 16 SHED T. B REMOVED EDGE OF ASPHALT R -0= AU5UrT SET 3/B' GE00 L5•' AT ;3�• �a w2c,; i qww` -i c. `Ti O tiu 4 _ FENCE I � �a( 0. 7 E. F S ( OF LINE 00 ' '� I 1 Try L y' i •FENCE IS Z Ir 0.7' E. OF LINE 31 1 i GH :D. E I' E.J.6. TH STREET PUBLIC ROADWAY' W 2006 BAR t CAP 15025' TY CORNER 'TYPICAL' VOLUME PAGE S 1441H N. 1/4 COR. SEC. 22 -23 -4 1 IN CA5E'TYPICAL• NEW LOT AREAS: LOT 1 AREA 9,572 SO.FT. -- LOT 2 AREA 10.410 SO.FT ORIGINAL PARCEL AREA IS 19.982 SO.FT. NOTE PROPOSED EASEMENT AREA IS 2.138 SO.FT. LEGEND O ® CATCH BASIN F.F. ELEVATION GAS VALVE ® DECK CONCRETE SURFACE —D —D— WOOD FENCE —o —o— CHAIN LINK. FENCE -. ROCKERY aro OVERHEAD WIRES CENTERLINE OF ROAD WIMP FOUND MONUMENT IN CASE SET 3/8' BAR 6 CAP 'GEOD LS1 ELECTRIC METER RECORD WATER METER FOUND PK NAIL SANITARY SEWER MANHOLE FIRE HYDRANT SPOT ELEVATION UTILITY POLE GAS METER BUILDING LINE rn DECIDUOUS TREE (NOT SHOWN TO 4...1 SCALE) TRUNK DIA. SHOWN IN INCHES CONIFER TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES MAPLE TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES CEDAR TREE (NOT SHOWN TO SCALE) TRUNK DIA. SHOWN IN INCHES FOUND PK NAIL ON LINE 6210 FAIRWAY PL. SE SIOnS SNOQUALMIE, WA. 98065 PHONE (425) 4584488 DATE N /Oj2OOt JOB NUMBER 4206 SCALE SHEET 2 of 2 FENCE CORNER IS 0.9' E. 6 1.3' N. OF PROP. CORNER 20061206900002 APPROVALS: KING COU I certify that all amount to pay the t assessments certifie any of the property This SURVEY I OF SECTION 22 T. 23 N R 4 E W.M., IN KING COUNTY. 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 @tukwila.wa.us SHORT PLAT NUMBER L -086 DECLARATION Know all men by these present that we. the undersigned, owner(a) In fee simple of the land herein described Co hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years. from date of record, without the filing of a final plat: The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Nam e: KHAN HUYNH Name: Y' lit. laka Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me KHAN HUYNH to me known to be th ividual who executed the-within and foregoing instrument and acknowledged that h /s signed the same as ni nej) voluntary act and deed for th_ uses and purposes t erein mentioned. GIVEN under my hand and official seal this ' day /U ✓y , 20 AL. Signature / • d Name as. Commissioned:"f /Kith'' S 474tie TitleJU' 7 rNic' yam �Lt!o,l/9/i? J �. My appointment . expires: of 20 King County Treasur KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this f�,cti day of 200C. STATE OF WASHINGTON County of King • On this day personally appeared before me to me known to be the individual who executed the within and foregoing instrument and acknowledged that he /she signed the same as his /her voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of _ _ 20_ . Signature: Name as commissioned: Title: My appointment expires: FINANCE DIVI roperty taxes es for the • to this he in Pi paid and that a deposit has been made in sul :;cient flowing year: that there are no delinquent special fice for collection: and that all special assessments on icated as streets. alleys, or for other public use al r paid in full. Deputy King County Treasure,• ing County Assessor arcel Number(s1 oO4IOO" O(RC) Deputy Assessor RDING CERTIFICATE Filed for record at tq4 request of the City of Tukwila thiste /day of I ''e" i(_2006, at Lt minutes past 2 44. and recorded in Volume 21(1 of Plats, on page 039 records of King County, Washington. (V. 14. 511Abo 2s King County Manager Supt. of 2cos Elections TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing f ' this � ' . day of hil 4te 20 0(4 Chairperson, Snort Subdivision Committee Legal Description (Old) THE EAST 32.225 FEET OF LOT 15 AND THE WEST 62.40 FEET OF LOT 16. BLOCK 2, FIRST ADDITION TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE (S) 50. RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 101 FEET OF LOTS 15 AND 16. Legal Description (New) LOT1 THE EAST 32.225 FEET OF LOT .15 AND THE WEST 62.40 FEET OF LOT 16, BLOCK 2. FIRST ADDITION TO ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE (S) 50. RECOR_'S OF KING COUNTY. WASHINGTON; - EXCEPT THE SOUTH 211 FEET U: SAID LOTS 15 AND 16 SUBJECT TO AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS. DRAINAGE AND UTILITIES. OVER. UNDER AND; ACROSS THE WEST 62.40 FEET OF SAID LOT 16 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SAID 62.40 FEET OF LOT 16: THENCE SO1 'O5'55'W ALONG THE EAST LINE OF THE SAID WEST 62.40 FEET A DISTANCE OF 101.10 FEET: THENCE NB7'57'33'W 20.00 FEET; THENCE No1'05'55'E 55.00 FEET; THENCE NO5'04'17'W 46.48 FEET TO THE NORTH LINE OF SAID LOT 16: THENCE S87'53'09'E ALONG SAIO NORTH LINE 25.00 FEET TO THE POINT OF BEGINNING. LOT2 THE NORTH 110 FEET OF THE SOUTH 211 FEET. OF THE FOLLOWING DESCRIBED PARCEL: THE EAST 32.225 -FEET OF LOT 15 AND. THE WEST 62.40 FEET OF LOT 16. BLOCK '2, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING ro THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. ' PAGE (S) 50. RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS. DRAINAGE AND UTILITIES. OVER. UNDER AND ACROSS THE WEST 62.40 FEET OF SAID LOT 16 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SAID 62.40 FEET OF LOT 16: THENCE S01 '05'55"W ALONG THE EAST LINE OF THE SAID WEST 62.40 FEET A DISTANCE OF. 101.10 FEET: THENCE N87'57'33"W 20.00 FEET; THENCE NO1'05'55'E 55.00 FEET: THENCE NO5'04'17"W 46.48 FEET TO THE NORTH LINE OF SAID LOT 16: THENCE S87'53'09'E ALONG SAID NORTH LINE 25.00 FEET TO THE POINT OF BEGINNING. OWNER (S): KHAN HUYNH ADDRESS: 13005 3RD AVE N.E. PHONE: 206 364 - 8127 CITY/STATE/ZIP: SEATTLE, WA. 98125 /C f ere DRAWN BY CHECKED BY APPROVAL NOTES: DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT: THE PARTIES T:1 THIS AGREEMENT ARE THE OWNERS OF LOTS 1 AND 2 TUKWILA SHORT PLAT NO. L04 -066 F :LED ON THE 6 DAY OF NOVEMBER, 2006. UNDER KING COUNTY AUDITOR'S FIL= NO. 20061103000232. 1) ANY STRUCTURE BUILT SHALL BE WITHIN 250 FEET BY VEHICLE TRAVEL FROM THE NEAREST FIRE HYDRANT OR SPRINKLERS SHALL BE INSTALLED. 2) A 20 FOOT WIDE PAVED ACCESS ROAD WITH AN ALL WEATHER SURFACE BUILT TO PUBLIC WORKS AND FIRE DEPARTMENT STANDARDS MUST BE PROVIDED TO ANY NEW STRUCTURES. LAND SURVEYOR'S CERTIFICATE I EL)WL', J. GREEN JR. registered as a land surveyor by the State cr Washington. certify that this plat is based on an actual survey of the land described hereim conducted by me or under my supervision: that the distances, courses and angles are ,nown hereon correctly; and that monuments other than those monuments approved for ,sting at a later date, have been set and lot corners staked on the ground as depicte0 on the plat. DYVN. I: Y GHKD. BY r.J.6. tl. iensions DATE II/CV/2006 SCALE . f' =20' I VOLUME PAGE 6210 FAIRWAY PL. SE SNOQUALMIE, WA. 98065 PHONE (425) 458 -4488 JOB NUMBER SHEET 4208 OF /4= 1.97/y Coe7 /7' / 7 (2 y - -- eie 69 C a 1 [ - 1 76 4 S 306 —