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Home My WebLink AboutPermit L09-059 - BARTZ / BASELINE ENGINEERING - NICKERSON SHORT PLATL09 -059 NICKERSON SHORT PLAT 40XX So. 126TH c Fotwied/ iiN Lo'l- oiv) • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Camille Washington Baseline Engineering 1910 . 64th Avenue West Tacoma, WA 98366 RE: Dinh Thon USA, LLC (a.k.a.) Nickerson/Tukwila Short Plat (File #L09 -059) Viking Bank (a.k.a.) Farnham — 5 Lot Short Plat at 40th Ave. South / S. 126th Street / 41St Ave. South Dear Ms. Washington: Staff has reviewed the documents that you provided via email on February 21, 2012 and has the following comments /requirements regarding the final short plat. You are required to meet all conditions from the preliminary approval (March, 2011). This was re -sent to you via email on 2/20/12. Public Works: Contact David McPherson, Development Engineer at 206 - 431 -2440 or via email at david.mcpherson @tukwilawa.gov if you have questions regarding the following requirements: Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Sensitive Area Covenant and Hold Harmless Agreement has been recorded under King County rec. no. 20090227002325. 2. R.O.W. Hold Harmless Agreement has been executed with the City under Public Works permit no. PW08 -163. 3. Private Water Easement and Maintenance Agreement should be okay for recording at King County. (Verify with Water District 125) 4. Private Sanitary Sewer Easement and Maintenance Agreement should be okay for recording at King County. (Verify with Valley View Sewer District) 5. Private Storm Drainage Easement and Maintenance Agreement should be okay for recording at King County. 6. Public Sidewalk Easement will be prepared by Public Works. Please provide a legal description and depiction map for the sidewalk easement, based on the most recent Short Plat Survey Map. 7. Dedication of Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 -431 -3665 8. Turnover documents will be required for the infrastructure along 40`h Ave. South / S. 126`h Street / 41st Ave. South: for sidewalk, pavement, curb /gutter, and storm drainage; within the City Right -of -Way. Public Works will prepare documents for Owner's signature. 9. Legal descriptions for new lots shown on the Short Plat Survey Map (sheet 1 of 2) need to be most recent version, as shown on `Private Storm Drainage Easement and Maintenance Agreement'. Lot 1 should also be most recent. Planning: 1. Trees shall be retained to the greatest extent possible. Trees to be retained shall be flagged and have tree protection measures in place during construction. Trees that lie in steeply - sloping areas shall be subject to the tree preservation ordinance. Trees removed from slopes over 15% slopes shall be subject to the requirements of the "Tree Ordinance" (Tree Regulations, TMC 18.54). 2. Show future building setbacks and lot area on short plat map. Final Approval: Complete all required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). 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 documents. 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 . The final approved short plat must be filed with the King County Department of Records by March 22, 2012 one year from the date of your extension for preliminary approval or the application will expire. No further extensions will be given. 3. Recording 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. The short plat is not complete until the recording occurs and copies of the recorded documents are H:\Nickerson St. Shrt.P1t.-- L09- 059\Final approval - -New Owner 2. 12\Memo.to.Baseline.re.final.doc 02/22/2012 2 provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila, 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. If you have any questions about this matter please direct them to the project planner, Rebecca Fox at 206 -431- 3683 or Rebecca.fox@tukwilawa.gov Sincerely, Rebecca Fox Senior Planner H:\Nickerson St. Shrt.P1t.-- L09- 059\Final approval - -New Owner 2. 12 \Memo.to.Baseline.re.final.doc 02/22/2012 3 H:\Nickerson St. Shrt.P1t.-- L09- 059\Final approval - -New Owner 2.12\Memo .to.Baseline.re.final.doc 02/22/2012 4 • Rebecca Fox From: Rebecca Fox. Sent: Tuesday, April 01, 2014 4:26 PM To: 'Ibernhoft @aol.com' Subject: Questions re Tukwila Short Plat #L09 -59 Attachments: Calculating Building Height.docx Hello, This email addresses the questions you raised yesterday: 1) Front yard —The house's front door /entrance can face 415' Avenue South. This will be considered the front yard and will require a 20' setback, as you've shown in your drawing. 2) Building Height calculations —I've attached information about calculating the building height. Sincerely, Rebecca Fox, I Senior Planner 1 City of Tukwila Department of Community Development and Recycling program 1 6300 Southcenter Blvd, Tukwila WA 98188 1 206.431-3683 1 Rebecca.fox@ tukwilawa.gov Schedule: Monday, Tuesday, Wednesday -8:30 a.m. to 5 p.m The City of opportunity, the community of choice. 1 Calculating Building Height Building Height is defined in the Zoning Code (TMC 18.06.100) as: "Building height" means the height of a building as calculated by the method in the Washington State Building Code. The Washington State Building Code defines Building Height and the Grade Plane as: Building Height: The vertical distance from grade plane to the average height of the highest roof surface. Grade Plane: A reference plane representing the average of the finished ground level adjoining the building at all exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 ft (1829 mm) from the building between the structure and a point 6 ft (1829 mm) from the building. Actual Grade Average Grade February 10, 2011 Sarah Bartz 1910 64th Avenue W. Tacoma, WA 98466 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: L09 -059 Nickerson Short Plat Extension Request Dear Ms. Bartz: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on March 16, 2012, one year after the original preliminary approval date of March 16, 2011. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Rebecca Fox at 206 - 431 -3683 or by email at rfox@ci.tukwila.wa.us 'merely, ck Pace, Director ommunity Development cc. File L09 -059 %if H• \Nickercnn St Shrt Pit - -L09- 059 \Erten.cinn Letter dnr 02 /08/201 ! 6300 Southcenter Boulevard, .Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 411- ENGINEERING, INCORPORATED _randOeuel Rebecca Fox, Planner City of Tukwila Department of Community Development 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 FEB 0 7 20111 COMMUNITY DEVELOPMENT Re: Nickerson Street Short Plat (File #L09 -059) One -Year Extension Request BASELINE Job #08 -053 Ms. Fox: cfetot es On behalf of the applicant, Viking Bank, we would like to formally request a one -year time extension for the Nickerson Street Short Plat Approval ( #L09 -059). The Short Subdivision Committee approved the Nickerson Street Short Plat with conditions on March 16, 2010. That approval carries an expiration date of March 16, 2011. Due to the tough economic climate, the applicant is still working on compliance with the conditions of approval. We request an extension of the application until March 16, 2012 in order to comply with all conditions of approval and record the short plat. If you have any questions or would like to discuss further, please give me a call at 253 -565- 4491. Thank you Sincerely, 80,-aiv-tork) Sarah Bartz Land Planner /Project Manager SB:wp (08053 2ndExtensionLtr.doc) Cc: Chris Clousing, Viking Bank Land Planning & Use • Engineering • Surveying 1910 -64th Avenue West • Tacoma, WA 98466 • (253) 565 -4491 • Fax (253) 565 -8563 • Seattle (206) 824 -1205 "The industry starts here" 010 City of Tukwila • Jim Haggerton, Mayor e i artment of Community Development Jack Pace, Director Camille Washington Baseline Engineering Inc. 1910 64th Avenue West Tacoma, WA 98366 RE: Nickerson St. Short Plat (File # L09 -059) Dear Ms Washington: F-79 4-Hegt-y Fit-c-- Lori The Short Subdivision Committee has completed review of your short plat application (L09 -059) and has determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). 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. Prior to Final Short Plat, the following comments and conditions need to be addressed: Fire Department Conditions Reviewd by Battalion Chief Donald Tomaso, 206 -575 -4404 1. A paved fire truck turn- around shall be required at the juncture of S. 126th Street and 41st Avenue South. See attached drawing for location and dimensions. If you have further questions, contact Battalion Chief Don Tomaso directly at 206 -575 -4404. Note: The same request has been made of the applicant for Short Plat L09 -047 as both short plats require the turn- around to develop. If you want to coordinate this improvement with the other applicant, contact information for short plat L09 -47 can be provided on request from the Planning Division 2. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. Initials Page 1 of 6 03/15/2010 H:\Nickerson St. Shrt.P1t. - -L09- 059 \L09 - 059 -- Prelim.Approval.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fay: 206- 431 -3665 Planning Conditions 1. Trees shall be retained to the greatest extent possible. Trees to be retained shall be flagged and have tree protection measures in place during construction. Trees that lie in steeply - sloping areas shall be subject to the tree preservation ordinance. Trees removed from slopes over 15% slopes shall be subject to the requirements of the "Tree Ordinance" (Tree Regulations, TMC 18.54). 2. Obtain and final a demolition permit for concrete foundations on Lots 4 and 5. 3. Revise the Short Plat map to show correct Short Plat number L09 -059. 4. Revise the Short Plat map to include a note: "All new driveways shall be pervious pavement, as these driveways were not part of the net new impervious storm water calculations in the (TIR) storm drainage report." 5. The acreage of the lots shown on the short plat map (Terrell Ferguson, 10/08) is inconsistent with the acreage of the lots shown on the site development plans (Patrick Harron and Associates, 9/08) pages 1 of 8 "Cover Sheet and Site Plan." Provide the accurate lot area. Revise these materials for consistency with each other. Does lot area information on the site development plans (Patrick Harron sheets 1 -8) accurately reflect proposed lot area as shown on the short plat map (Terrell Ferguson, October, 2008)? 6. Show future building setbacks with accurate lot acreage on Patrick Harron (September, 2008) pages 1 of 8 and 7 of 8 7. Site development plan (Patrick Harron, 9/08) page 1 of 8 indicates a 39' front yard building setback for Lot 1. Confirm that the future house will be oriented to 40th Avenue South. Public Works Conditions Contact David McPherson, Development Engineer at 206 - 431 -2440 if you have questions regarding the following conditions. Prior to Final Short Plat, the following conditions shall be addressed for Public Works: Short Plat Survey Map 1. Revise the "Private Water Easement and Maintenance Agreement ". See red -lined comments - enclosed. 2. Revise the "Private Sanitary Sewer Easement and Maintenance Agreement. See red -lined comments - enclosed. 3. Revise the "Private Storm Drainage Easement and Maintenance Agreement. See red -lined comments - enclosed. rf 2 H:\Nickerson St. Shrt.P1t. - -L09- 059\.09- 059 -- Prelim.Approval.doc 03/15/2010 Miscellaneous Comments 1. Dedication of Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms, together with an Excise Tax Affidavit. Public Works will prepare forms, for the Owner(s) signature. The dedication, should be executed at the Owner(s) earliest convenience, as the City Council must review and accept turnover of public right -of -way. 2. Turnover documents will be required for the infrastructure along 40th Ave. South / S. 126th Street / 41st Ave. South: for sidewalk, pavement, curb /gutter, and storm drainage; within the City Right -of -Way. Provide cost(s) for each item to be turned over. City will prepare documents for Owner's signature. 3. Street infrastructure within Public Right -of -Way, is to be part of a turnover process and on City of Tukwila forms. Public Works will prepare forms, for the Owner(s) signature. • 4. All utilities including power are required to be underground, per City of Tukwila ordinance. 5. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — previously enclosed. 6. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. 7. The owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after the Community Development Director signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). 2. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (April 6, 2010). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. rf 3 H:\Nickerson St. Shrt.P1t.-- L09- 059\L09- 059-- Prelim.Approval.doc 03/15/2010 • • 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. ° Appeal fee Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 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). 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 documents. 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 The final approved short plat must be filed with the King County Department of Records by March 16, 2011, 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. 3. Recording 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. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila, 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. rf 4 03/15/2010 HANickerson St. Shrt.P1t.-- L09- 059\109- 059-- Prelim.Approval.doc 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. If you have any questions about this matter please direct them to the project planner, Rebecca Fox at 206 -431- 3683 or rfox @ci.tukwila.wa.us . Sincerely Jack Pace Chair, Short Subdivision Committee Enclosure cc: Bob Giberson, Public orks Director 1 (Please initial your approval) Nick Olivas, Fire Chief (Please initial your approval) Richard Mulcahy, Owner rev Camille Washington, Applicant King County Assessor, Accounting Division Department of Ecology, SEPA Division rf 5 H:Wickerson St. Shrt.P1t. - -L09- 059\.09- 059 -- Prelim.Approval.doc 03/02/2010 Alper recording, please return to: BASELINE Engineering, Inc 1910 — 646 Avenue West Tacoma, Washington 98466 PRIVATE STORM DRAINAGE EASEMENT AND ZIgSONCE AGREEMENT Reference City of Tukwila Short Plat No. - 9.7411— LO GRANTOR: NICKERSON STREET ASSOCIATES, LLC GRANTEE: NICKERSON STREET ASSOCIATES, LLC Grantor / Grantee - Legal Description GRANTOR: •59 LOT 2: THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO 5' WATER LINE EASEMENT PER K.C. REC. NO. SUBJECT TO 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO 20070725001690. LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING Na. 20070725001690, AND TOGETHER WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. , SUBJECT TO AND TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. GRANTEE: LOT 2: THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT.45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO 5' WATER LINE EASEMENT PER K.C. REC. NO. SUBJECT TO 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO 20070725001690. LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT TI-IEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING NO. 20070725001690, AND TOGETHER WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, • PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. _ _ , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. SUBJECT TO AND TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. LOT 5: THE NORTH 132.50 FEET OF THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF 418T AVE S.E. AS CONDEMNED BY THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 647372, AND EXCEPT THAT PORTION LYING WESTERLY OF TIIE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89° 17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "V DISTANCE TANCE OF 108.94 FEET; THENCE S09 °36'25" A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. AND TOGETHER WITH PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. , TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K..C.REC.NO 2007072500_1690. THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage Easement over, across, along in upon and under that portion of said grantor's land described as follows: THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT TIIE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH. 00 °42'21" WEST ALONG THE WEST LINE OF SAID TRACT 45, A DISTANCE OF 132.50 FEET TO THE SOUTH I.,INE OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89 °17'39" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 118.00 FEET TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT; THENCE CONTINUING SOUTH 89 °17'39" EAST, A DISTANCE OF 169.31 FEET; THENCE NORTH 09 °36'25" EAST, A DISTANCE OF 10.12 FEET; THENCE NORTH 89 °17'39" WEST, A DISTANCE OF 170.88 FEET; THENCE SOUTI -I 00 °42'21" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2009. Grantor / Grantee / Property Owner STATE OF WASHINGTON ) COUNTY OF KING ) I certify I have known or have satisfactory evidence that is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the of the , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentions in the instrument. Dated Notary Public in and for the State of Washington Residing at My appointment expires After recording, please return to: BASELINE Engineering, Inc. 1910 — 64th Avenue West Tacoma, Washington 98466 PRIVATE SA ITARY SEWER EASEMENT AND NCE AGREEMENT Reference City of Tukwila Short Plat No. — 9pgerr Loq GRANTOR: NICKERSON STREET ASSOCIATES, LLC GRANTEE: NICKERSON STREET ASSOCIATES, LLC Grantor / Grantee - Legal Description GRANTOR - LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO TIIE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET TIHEREOF, AND Off°, EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SATD NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. , SUBJECT TO AND TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. GRANTEE — LOT 5: THE NORTH 132.50 FEET OF THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF 41ST AVE S.E. AS CONDEMNED BY THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 647372, AND EXCEPT THAT PORTION LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "(VI DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "STANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF TIIE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. , AND TOGETHER WITH PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. , TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. _ , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C.REC.NO 20070725001690. THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Sanitary Sewer Easement over, across, along in upon and under that portion of said grantor's land described as follows: THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED TN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT T.IIE NORTHWES'I' CORNER OF SAID TRACT 45; TITENCE SOUTH 89 °17'39" EAST ALONG THE NORTI -I LINE OF SAID TRACT 45, A DISTANCE OF 241.00 FEET, TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT; THENCE CONTINUING SOUTH 89 °17'39" EAST, A DIS'I'ANCE OF 50.00 FEET; THENCE SOUTH 00 °42'21" WEST, A DISTANCE OF 12.00 FEET; THENCE NORTII 89 °17'39" WEST, A DISTANCE OF 19..60 FEET; THENCE NORTH 44 °17'39" WEST, A DISTANCE OF 9.90 FEET; THENCE NORTH 89 °17'39" WEST, A DISTANCE OF 23.40 FEET; THENCE NORTH 00 °42'21" EAST, A DISTANCE OF 5.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer System, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Sanitary Sewer System at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Sanitary Sewer System. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Sanitary Sewer. System. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2009. Grantor / Grantee / Property Owner STATE OF WASHINGTON ) COUNTY OF KING ) I certify I have known or have satisfactory evidence that is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the of the , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentions in the instrument. Dated Notary Public in and for the State of Washington Residing at My appointment expires After recording, please return to: BASELINE Engineering, Inc. 1910 - 64th Avenue West Tacoma, Washington 98466 PRIVATE WATER EASEMENT AND ANCE AGREEMENT Reference City of Tukwila Short Plat No. — 9/-71:11-1 GRANTOR: NICKERSON STREET ASSOCIATES, LLC GRANTEE: NICKERSON STREET ASSOCIATES, LLC Grantor / Grantee - Legal Description GRANTOR — LOT 2: Lam- ®�9 THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO. THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO 5' WATER LINE EASEMENT PER K.C. REC. NO. SUBJECT TO 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER .K.C. REC. NO 20070725001690. GRANTEE — LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING NO. 20070725001690, AND TOGETHER WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Water Easement over, across, along in upon and under that portion of said grantor's land described as follows: THAT PORTION OF TL-IE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE NORTH 5.00 FEET OF THE EAST 38.30 FEET OF TI-IE WEST 179.50 FEET THEREOF. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Line together with the right of ingress and egress for said construction, use and maintenance. . 3. Grantee shall install said Water Line at their sole cost and expense and shall continue‘fo maintain and shall continue to bear all cost of repair and maintenance or repair of said Water Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Water Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of , 2009. Grantor / Grantee / Property Owner STATE OF WASHINGTON ) COUNTY OF KING ) I certify I have known or have satisfactory evidence that is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the of the , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentions in the instrument. Dated Notary Public in and for the State of Washington Residing at My appointment expires W et* Department Of Community AFFIDAVIT of Juftwita • Development OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Project Number: L09 -059 Determination of Non - Significance Rebecca Fox Notice of Public Meeting 7) 7/(/ J /11A 1A Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda X Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed /attached on this 5 day of February in the year 2010 W: \USERS \TERIWFFIDAVIT OF DISTRIBUTION.DOC Project Name: Nickerson St. Short Plat Project Number: L09 -059 Mailing requested by: Rebecca Fox Mailer's signature: 7) 7/(/ J /11A 1A W: \USERS \TERIWFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Project name: Nickerson St. Short. Plat Location: Intersection of S. 126th and 40th Ave. S. File# L09 -59 Property Owner: Nickerson St. Associates Project Planner: Rebecca Fox, 206 -431 -3683 or rfox@ci.tukwila.wa.us Project Description: Short -plat one .83 acre lot into five lots. The plan for the current Nickerson St. Short Plat it is identical to the previous 5 -1ot Farnham Short Plat project(L07 -018) that received preliminary approval, but expired before infrastructure improve- ments were completed. Environmental Review was completed for File #L07 -059. A Determination of Non- Significance was issued on December 18, 2007 /. (File #E07— 004) 9r \\J You are receiving this notice because you are a prop- erty owner or tenant within 500ft of this project. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Bv., Ste 100. Comments must be received by 5:OOpm on February , 19, 2010 City of Tukwila Notice of Application Project name: Nickerson St. Short Plat Location: Intersection of S. 126th and 40th Ave. S. File# L09 -59 Property Owner: Nickerson St. Associates Project Planner: Rebecca Fox, 206 - 431 -3683 or rfox@ci.tukwila.wa.us Project Description: Short-plat one .83 acre lot into five Tots. The plan for the current Nickerson St. Short Plat it is identical to the previous 5 -1ot Farnham Short Plat project(L07 -018) that received preliminary approval, but expired before infrastructure improve- ments were completed. Environmental Review was completed for File #L07 -059. A Determination of Non- Significance was issued on December 18, 2007 (File #E07— 004) You are receiving this notice because you are a prop- erty owner or tenant within 500ft of this project. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Bv., Ste 100. Comments must be received by 5:OOpm on February , 19, 2010 s arnn St II m1 -5 mai toms It OHM 4111111 ;toil; City of Tukwila Notice of Application Project name: Nickerson St. Short Plat Location: Intersection of S. 126th and 40th Ave. S. File# L09 -59 Property Owner: Nickerson St. Associates Project Planner: Rebecca Fox, 206 -431 -3683 or rfox@ci.tukwila.wa.us Project Description: Short-plat one .83 acre lot into five lots. The plan for the current Nickerson St. Short Plat it is identical to the previous 5 -lot Farnham Short Plat project(L07 -018) that received preliminary approval, but expired before infrastructure improve- ments were completed. Environmental Review was completed for File #L07 -059. A Determination of Non- Significance was issued on December 18, 2007 A (File #E07— 004) 0:�� 'q := �(J You are receiving this notice because you are a prop- erty owner or tenant within 50011 of this project. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Bv., Ste 100. Comments must be received by 5:OOpm on February , 19, 2010 mai 0 Rae Limn k a Mina MEL 9 11 st St 191 City of Tukwila Notice of Application Project name: Nickerson St. Short Plat Location: Intersection of S. 126th and 40th Ave. S. File# L09 -59 Property Owner: Nickerson St. Associates Project Planner: Rebecca Fox, 206 - 431 -3683 or rfox@ci.tukwila.wa.us Project Description: Short-plat one .83 acre lot into five lots. The plan for the current Nickerson St. Short Plat it is identical to the previous 5 -lot Farnham Short Plat project(L07 -018) that received preliminary approval, but expired before infrastructure improve- ments were completed. Environmental Review was completed for File #L07 -059. A Determination of Non - Significance was issued on December 18, 2007 (File #E07— 004) qr You are receiving this notice because you are a prop- erty owner or tenant within 50011 of this project. Your written comments on the project are requested and can be delivered to DCD, 6300 Southcenter Bv., Ste 100. Comments must be received by 5:OOpm on February , 19, 2010 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 • Easy Peel Labels Use Avery® TEMPLATE 5160® NGUYEN THU 4028 S. 126TH ST. TUKWILA, WA 98168 itra i 1Feedr for Easy Peel Featurel maim See Instruction Sheet TOND MY HANH THITONG MY HAN 12812 E. MARGINAL WAY S. TUKWILA, WA 98168 LE TIEN NGUYEN VUI 13235 8TH AVE. S BURIEN, WA 98168 WOOLBERT JIM 12800 E. MARGINAL WAY SEATTLE, WA 98168 TUKWILA SCHOOL DIST. #406 4640 S. 144TH ST. TUKWILA, WA 98168 CURRENT RESIDENT 4040 S. 128TH ST. SEATTLE, WA 98168 CURRENT RESIDENT. 12626 INTERURBAN AVE. S. TUKWILA, WA 98168 NGUYEN CAM TU THI 4024 S. 126TH ST. TUKWILA, WA 98168 C & D WELLS LLC 12677 EAST MARGINAL WAY S. TUKWILA, WA 98168 CURRENT RESIDENT 12539 E. MARGINAL WAY S. TUKWILA, WA 98168 Etiquettes faciles a peler Utilisez le aabarit AVERY® 5160® DEMPERE JACKIE LE B+ 4033 S. 128TH ST. TUKWILA, WA 98168 NICKERSON STREET ASSOCIATES 4 NICKERSON ST. STE, 200 SEATTLE, WA 98109 MOLA ANTHONE R 322227 197TH AVE. SE KENT, WA 98042 HEMENWAY PHILIP 4036 S. 128TH ST. SEATTLE, WA 98168 C/O EPROPERTY TAX INC. DEPT. #207 PO BOX 4900 SCOTTSDALE, AZ 85261 CURRENT RESIDENT 12607 E. MARGINAL WAY S TUKWILA, WA 98168 CURRENT RESIDENT 12628 INTERURBAN AVE. S. TUKWILA, WA 98168 BEUSLINCH MICHAEL N. 4071 S. 128TH ST. SEATTLE, WA 98168 SEATTLE CITY LIGHT ATTN: ACCOUNTS PAYABLE PO BOX 34023 SEATTLE, WA 98124 WHITEZEL VIRGINIA M 4021 S. 128TH TUKWILA, WA 98168 Sens de chargement C\AVERY05160® 1 CAPELLARO LARRY & TERRY 4061 S. 128TH ST. SEATTLE, WA 98168 JOAQUIN TERRY 4049 S. 128TH ST. TUKWILA, WA 98168 CHAMBERS LILIAN K + DEXTER 4037 S. 128TH ST. TUKWILA, WA 98168 GRAY LEROY & MARCI 1760 FERRY AVE. SW SEATTLE, WA 98116 CURRENT RESIDENT 12608 MARGINAL WAY S. TUKWILA, WA 98168 CURRENT RESIDENT 12600 INTERURBAN AVE. S. TUKWILA, WA 98168 NGUYEN STELLA THAO + DUC- THANG 4012 S. 126TH ST. TUKWILA, WA 98168 BRENNER MICHAEL K + LISA K 4027 S. 128TH ST. TUKWILA, WA 98168 CAROSINO LORRAINE 10652 DES MOINES WAY S. SEATTLE, WA 98168 SEATTLE CITY LIGHT ATTN: ACCOUNTS PAYABLE PO BOX 34023 SEATTLE, WA 98124 Consultez la feuille www.avery.com d'instruction 1- 800 -GO -AVERY Easy Peel Labels Use Avery® TEMPLATE 5160® HEMENWAY PHILIP 4036 S. 128TH ST. SEATTLE, WA 98168 STAUDACHER ROBERT N. 4020 S. 128TH ST. TUKWILA, WA 98168 C & D WELLS LLC 7265 2ND AVE. S. SEATTLE, WA 98108 ANDERSON REBEKAH 4055 S. 128TH ST. SEATTLE, WA 98168 CURRENT RESIDENT 12449 MARGINAL WAY S. TUKWILA, WA 98168 DOHERTY PAUL A + SMITH JENNA KA 3726 S. 128TH ST. TUKWILA, WA 98168 NGUYEN BILL D. 11227 SE 308TH ST. AUBURN, WA 98092 DU BOPHARY & HUNG 4018 S. 126TH ST. TUKWILA, WA 98168 NICKERSON STREET ASSOCIATES 4 NICKERSON ST. STE 200 SEATTLE, WA 98109 CURRENT RESIDENT 12621 42ND AVE S. TUKWILA, WA 98168 Etiquettes faciles peler Utilisez le aabarit AVERY® 5160® A . ® See Instruction Sheet Feed Or ® for Easy Peel Feature' /ANNE ARUNDEL APARTMENST LLC 10 W. MARKET -1200 MARKET TOWE INDIANAPOLIS, MN 46204 MARGINAL ISLAND PROPERTIES LLC + MARLEAU JOSEPH + JOYC 2514 LAKE PARK DR. S. SEATTLE, WA 98144 CURRENT RESIDENT 12633 E. MARGINAL WAY S. TUKWILA, WA 98168 CAPELOUTO ISAAC S. TRUST 5509 S. BRANDON ST. TUKWILA, WA 98168 CURRENT RESIDENT 12539 E. MARGINAL WAY S. TUKWILA, WA 98168 HUNDTOFTE AARON BRIE CAMPBELL 3727 S. 126TH ST. TUKWILA, WA 98168 NGUYEN BILL D. 11227 SE 308TH ST. AUBURN, WA 98092 PHAM NGOC -NU T 7 TU M NGUYEN 3829 S. 132ND PL TUKWILA, WA 98168 NICKERSON STREET ASSOCIATES 4 NICKERSON ST. STE 200 SEATTLE, WA 98109 GRAY LEROY D & MARCI A 1760 FERRY AVE SW SEATTLE, WA 98116 • Sens de chargement C\AVERY®smo® 1 CURRENT RESIDENT 12400 E. MARGINAL WAY S. TUKWILA, WA 98168 CURRENT RESIDENT 12601 E. MARGINAL WAY S. TUKWILA, WA 98168 NGUYEN KHIEM + THANH- HIEN T 4041 S. 128TH ST. TUKWILA, WA 98168 CAROSINO LORRAINE 10652 DES MOINES WAY S. SEATTLE, WA 98168 HEMENWAY PHILIP 4036 S. 128TH ST. SEATTLE, WA 98168 CURRENT RESIDENT 3725 S. 126TH ST. TUKWILA, WA 98168 NGUYEN STELLA THAO & DUC -THANG 4012 S, 126TH ST. TUKWILA, WA 98168 CURRENT RESIDENT 4002 S. 126TH ST. TUKWILA, WA 98168 HEMENWAY DANIEL TRUST C/O HEMENWAY JOHN D. TTEE 4816 RODMAN ST. NW WASHINGTON DC 20016 CURRENT RESIDENT 4054 S. 128TH ST. TUKWILA, WA 98168 Consultez la feuille www.averycom d'instruction 1- 800 -GO -AVERY Easy Peel Labels Use Avery® TEMPLATE 5160® XIAN QUYANG 12010 76TH AVE S SEATTLE, WA 98178 i iFeedgir CURRENT RESIDENT 4044 S. 128TH ST, TUKWILA, WA 98168 WANG CHENG E & RONG -FENG LI 4066 S. 128TH ST. TUKWILA, WA 98168 CAMPBELL BRIE 3723 S 126TH ST TUKWILA, WA 98168 CAROSINO LORRAINE 10652 DES MOINES WAY S. SEATTLE, WA 98168 CURRENT RESIDENT 12521 E. MARGINAL WAY S. TUKWILA, WA 98168 Etiquettes faciles fi peler Utilisez le gabarit AVERY® 5160® ® See Instruction Sheet i ® for Easy Peel Feature' CHAMPA ASSOCIATION INC. 6560 33RD AVE S SEATTLE, WA 98118 CURRENT RESIDENT 3721 S. 126TH ST. TUKWILA, WA 98168 CURRENT RESIDENT 3732 S 126TH ST. TUKWILA, WA 98168 INTERNATIONAL GATEWAY EAST LLC 12201 TUKWILA NT. BLVD, 4TH Fl SEATTLE, WA 98168 -5121 Sens de chargement OAVERIfesmo® 1 DINH LONG HOANG 4058 S. 128TH ST TUKWILA, WA 98168 CURRENT RESIDENT 12700 40TH AVE S TUKWILA, WA 98168 CAMPBELL BRIE & HUNDTOFTE AARON 3723 S 126TH ST TUKWILA, WA 98168 CAROSINO LORRAINE 10652 DES MOINES WAY S. SEATTLE, WA 98168 ROBERTS BERNARD & MENDI S. 3807 S. 128TH. ST. TUKWILA, W 98168 Consultez la feuille www.avery.com d'instruction 1- 800 -GO -AVERY After recording, please return to: BASELINE Engineering, Inc 1910 — 64th Avenue West Tacoma, Washington 98466 20120314001152 BASELINE ENGIN EAS 127.00 PAGE -001 OF 004 03/14/2012 13:15 KING COUNTY, WA PRIVATE STORM DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. - L09 -059 GRANTOR: DINH THONG USA, LLC GRANTEE: DINH THONG USA, LLC Grantor / Grantee - Legal Description GRANTOR: EXCISE TAX NOT REQUIRED King Co. Record ,syon BY l/`-r `i Deputy 1 u LOT 2: THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH 5' WATER LINE EASEMENT PER K.C. REC. NO. Z0126314 0011Si SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. 20110314 OOH yy , SUBJECT TO 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. W1203i4 D011 S�?, AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO 20070725001690. LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGEIHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC N0.2012,040011& TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING NO. 20070725001690, AND TOGETHER WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. 1012 630-1. oo t U LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN . ESCRIBED LIN SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO.IO1 k 0314 001 1 , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. wiz. 0314 0011VUXECT TO AND 1PGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 1...0 20314 O0t 1,1 AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. GRANTEE: LOT 2: THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH 5' WATER LINE EASEMENT PER K.C. REC. NO. I2 j ()oils- SUBJECT TO 10' PRIVATE STORM DRAINAGE ,ij EASEMENT PER K.C. REC. NO. ta e ► ND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO 20070725001690. LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. 7,o 20514 OOU 1 , TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING NO. 20070725001690, AND TOGETHER WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. 2.017Ob 1k ou►1,5I LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. s o l iQ Iq o O I1 qk , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. 2.b1 2473114 00i 1St, SU JECT TO AND TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NOI'14 Nit c2 AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. LOT 5: THE NORTH 132.50 FEET OF THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF 41ST AVE S.E. AS CONDEMNED BY THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 647372, AND EXCEPT THAT PORTION LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NOM Zvi' 0011'- . AND TOGETHER WITH PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. 2 12 i y Ug)11 CC; TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. Ia 03I4 vG11S 2- , AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C.REC.NO 20070725001690. • • THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage Easement over, across, along in upon and under that portion of said grantor's land described as follows: THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 00 °42'21" WEST ALONG THE WEST LINE OF SAID TRACT 45, A DISTANCE OF 132.50 FEET TO THE SOUTH LINE OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89°17'39" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 118.00 FEET TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT; THENCE CONTINUING SOUTH 89 °17'39" EAST, A DISTANCE OF 169.31 FEET; THENCE NORTH 09 °36'25" EAST, A DISTANCE OF 10.12 FEET; THENCE NORTH 89°17'39" WEST, A DISTANCE OF 170.88 FEET; THENCE SOUTH 00 °42'21" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drainage System, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drainage System at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drainage System. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm Drainage System. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. IN WITES WHEREOF, said i dividuals have caused this instrument to be executed this �f day of LPLt% , 2012. STATE OF WASHINGTON )ss COUNTY OF KING Grantor / Grant - ' . perty Owner I certify I have known or have satisfactory evidence that 10 )1 Il VY «�en is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the (? ne r of the .4)i r) 11'1G l9. (,ISA a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Given under my hand and official seal this S day of ma r- , 2012. n/ e Aleete. e_ NOTARY PUBLIC in and for that tate of Washington, residing at My appointment expires: D S- X - i 4-/ After recording, please return to: BASELINE Engineering, Inc. 1910 - 64th Avenue West Tacoma, Washington 98466 1 20120314001150 BASELINE ENGIN EAS 126.00 PAGE -001 OF 003 03/14/2012 13:15 KING COUNTY, WA PRIVATE SANITARY SEWER EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. — L09 -059 GRANTOR: DINH THONG USA, LLC GRANTEE: DINH THONG USA, LLC King Co. Records • 11 EXCISE TAX NOT REQUIRED Grantor / Grantee - Legal Description gY, U``� �� Cepury GRANTOR - LOT 4: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO. 2,01/ 031400 114 , SUBJECT TO PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. 2012 0314 who, SUBJECT TO AND TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 3,012 U314 o O (1 SAND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 20070725001690. GRANTEE — LOT 5: THE NORTH 132.50 FEET OF THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF 41ST AVE S.E. AS CONDEMNED BY THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 647372, AND EXCEPT THAT PORTION LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 45 WHICH IS S89 °17'39 "E A DISTANCE OF 291.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S00 °42'21 "W A DISTANCE OF 108.94 FEET; THENCE S09 °36'25 "W A DISTANCE OF 23.85 FEET TO THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45 AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO.2012.0bizt 01%4g AND TOGETHER WITH PRIVATE SANITARY SEWER EASEMENT PER K.C. REC. NO. wag 4 n IJj1 S-0 , TOGETHER WITH 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. 1 Z 6614 J17 i IS -Z, AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C.REC.NO 20070725001690. THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Sanitary Sewer Easement over, across, along in upon and under that portion of said grantor's land described as follows: THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89 °17'39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 241.00 FEET, TO THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED EASEMENT; THENCE CONTINUING SOUTH 89 °17'39" EAST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 00 °42'21" WEST, A DISTANCE OF 12.00 FEET; THENCE NORTH 89 °17'39" WEST, A DISTANCE OF 19.60 FEET; THENCE NORTH 44 °17'39" WEST, A DISTANCE OF 9.90 FEET; THENCE NORTH 89°17'39" WEST, A DISTANCE OF 23.40 FEET; THENCE NORTH 00 °42'21" EAST, A DISTANCE OF 5.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Sanitary Sewer System, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Sanitary Sewer System at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Sanitary Sewer System. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Sanitary Sewer System. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. • IN WITH JES WHEREOF, said individu Is have caused this instrument to be executed this ��ff day of /� sect , 2012. Grant • r / Grante STATE OF WASHINGTON ) )ss COUNTY OF KING ) I certify I have known or have satisfactory evidence that Di n h • 1 Gcrvi 1•11.4 v_en is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the OLOrl r of the it h than /40 , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Given under my hand and official seal this day of Te t rat , 2012. atjz, a art e !{ tiler NOTARY PUBLIC in and for th t State of Washington, residing at kw 1 My appointment expires: 05--g9 -/ -/ Return Address: City of Tukwila City Clerk 6200 Southcenter Boulevard Tukwila, WA 98188 CONFORMED COPY 20120314001149 BASELINE ENGIN BS 72.00 PAGE -001 OF 011 03/14/2012 13:15 Above this line reserved for recording information BILL OF SALE Grantor: DINH THONG USA, LLC, a Washington State limited liability company Grantee: City of Tukwila, a Municipal Corporation of the State of Washington Document Reference Number(s): N/A Section/Township/Range: SE1 /4 of the SW1 /4, Sec. 10, T23N., R4E., W.M. Assessor's Tax Parcel Number: 734060 -0662 KNOW ALL MEN BY THESE PRESENTS that for and in consideration of the sum of TEN DOLLARS ($10.00), and other good and valuable consideration, receipt whereof is hereby acknowledged, the undersigned Grantor, DINH THONG USA, LLC, a Washington State limited liability company, does by these presents hereby convey, setover, assign, transfer and warrant to the City of Tukwila, a Municipal Corporation of the State of Washington , the following described street, sidewalk, and storm drainage improvements situated in King County, Washington: 160 LF of 12 -inch HDPE storm pipe, and four (4) each Type I catch basins; 2,925 SF of five (5) foot wide concrete sidewalk, 596 LF of curb and gutter, and 181 SY of asphalt pavement. Total construction costs were in the amount of $32,852.99. As shown on the approved plans under Public Works permit no. PW08 -163 and as part of the DINH THONG USA, LLC development. Page 1 of 11 Improvements are located within an easement and public right -of -way as shown on Exhibit `B' attached and incorporated herein by this reference. A legal description of said easement and right -of -way dedication being attached hereto as Exhibit `A'. Together with any other appurtenances thereto. To have and to hold the same for the said Grantee, it's successors and assigns forever. The undersigned hereby covenants that it is the lawful owner of said property; that the same is free from all encumbrances; that all bills for labor and material have been paid; that it has the right to sell the same as aforesaid; that it will warrant and defend the same against the claims and demands of all persons and will pay any costs, including reasonable attorney fees incurred by Grantee, arising out of any such claim or demand. The Bill of Sale is given in consideration of the agreement of the Grantee, for itself, its Successors and assigns to incorporate said street, sidewalk, and storm drainage improvements and to maintain them as provided for in applicable City Ordinances. Page 2 of 11 This Bill of Sale is given and accepted, pursuant to a motion duly made, second and passed by the City Council of the City of Tukwila, King County, Washington, on the DATED this v day of ar 1 , 2012. STATE OF WASHINGTON ) )ss. COUNTY OF KING GRANTOR: By: (signature, )l rvi-- /t) V y /. (print name (title) &KJn '&. 1 certify I have know or have satisfactory evidence that L) I f'1 /Gzn 1" s ie n is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the 01,017e r of DINH THONG USA, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Mrck Arue f 1 e Cher (( z?))a--( Notary Public in and for the State of Washington residing at 'c.i I C My appointment expires 05-02q-/ Page 3 of 11 DATED this 13 42 day of / AA GRANTEE: CITY F TUKWIL Attest/Authenticated: STATE OF WASHINGTON ) ) ss. County of King , 2012. Approved As To Form by City Attorney On this 13 day of Ra-v-01,--- , 2012, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. MeitS54.. R. 1-40- • e,OSSA 0,1 1009104,41, S- i % i to �! G—LIG 0 ;14,9- 12%.14` 1'1 r,q 3HINGocO� ''!its. \‘.‘‘`` print name 9�- Notary Public in and for the State of Washington, residing at ! IAkk ( /AV My appointment expires ii9a Page 4 of 11 EXHIBIT `A' LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT `A' THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45, A DISTANCE OF 380.00 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE WESTERLY MARGIN LINE OF 41sT AVENUE SOUTH; THENCE NORTH 00° 42' 21" EAST ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 9.15 FEET; THENCE NORTH 34° 03' 11" WEST CONTINUING ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 15.32 FEET; THENCE SOUTH 00° 42' 21" WEST A DISTANCE OF 21.73 FEET TO THE SOUTH LINE OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 8.73 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 Sidewalk Easement 'A' BEI# 08 -053.1 03.06.12 Page 5 of 11 EXHIBIT `A' CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'B' THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 283.08 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 65° 32' 58" EAST, A DISTANCE OF 17.83 FEET TO THE WESTERLY MARGIN LINE OF 41" AVENUE SOUTH; THENCE NORTH 34° 03' 11" WEST, ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 8.75 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39" WEST ALONG SAID NORTH LINE, A DISTANCE OF 11.34 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 Sidewalk Easement 'B' BEI# 08 -053.1 03.06.12 Page 6of11 EXHIBIT `A' CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'C' THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 270.60 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 56° 44' 03° EAST; A DISTANCE OF 4.08 FEET; THENCE SOUTH 89° 17' 39" EAST, A DISTANCE OF 5.61 FEET; THENCE NORTH 53° 07' 14" EAST A DISTANCE OF 3.60 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39" WEST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 11.90 FEET TO THE TRUE POINT OP BEGINNING; ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 UTILITY POLE Easement 'A' BEI# 08 -053.1 03.6.12 Page 7 of 11 ,.\"""040 EXHIBIT `A' CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'D' THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 132.78 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 53° 30' 42" EAST, A DISTANCE OF 6.16 FEET; THENCE SOUTH 89° 17' 39" EAST, A DISTANCE OF 5.62 FEET; THENCE NORTH 54° 55' 24" EAST, A DISTANCE OF 6.16 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39" WEST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 15.61 FEET TO THE TRUE POINT OF BEGINNING; ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 UTILITY POLE Easement 'B' BEI# 08 -053.1 03.6.12 Page 8 of 11 EXHIBIT `A' CONTINUED LEGAL DESCRIPTION OF RIGHT -OF -WAY DEDICATION THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTHWESTERLY OF A 25 FOOT RADIUS CURCULAR CURVE TANGENT TO THE NORTH AND WEST LINES OF SAID TRACT, THE CENTER OF WHICH LIES SOUTH AND EAST OF SAID NORTH AND WEST LINES, REPECTIVELY. Page 9 of 11 NTS OM MON TO CA_ 41ST AVE. PER ANDERSON BLA L06 -074 (AFN 20090219900004) DEDICATED (RECO 20' tit r• TO an, OF TUKT4LA 8. 1261H $T. (ALDER ST.) SEVER PRIVATE EASEMENT N89'f7'39'W ( CITY OF TUKWILA - - _ SIDEWALK EASEMENT (D431118.78. D X8.7 5455'24"E (REC# )J 6.16' 1 *6592 S.F. 118.00' 93.00 N5320'42'W 8.18' J A "1i'Ci 1 hv��. N89Y7'39"W tie-0' PRIVATE WATERLINE EASEMENT (REIC# 20070725001690) NOT A PART A i.CI 1 nvl_L. 0 N II A ff 10' PRIVATE STORK DRAIN EASEMENT (REC/ 20070725001690) • 0 V FOUND 1/2' ROAR de CAP HARSTAO 113731' S72'08 £ 27' FROM CORNER UNE 61. N 270.60' 61.50' clrr OF NKIIAA -% R MEMENTO ) , /( '7.94' A 40 ! i . CITY OF TUKWILA 8.74' SIDEWALK EASEMENT (C). Sgy32'58'E (REC# ) x`17.83' 23.4 19.8 ATE WATER Mew 4.06' 2 *8149 S. ■ r P� 3 *8149 S.F. r *6582 S.F. T1 Ill:rt,ll A '� �J1 A 1 v1%rrU..n -� non7 i ter' 1 FOUND 1. / & CAP AD 1 T 1.z Grp FROU CORNER -s: ' •Ri NftroricE 3.60' MHa \ 20C '3Ai\et. 441N- K qt;.\ �1Ci• NNO �L J uL- w. 1 HIV. rr are.OF TUKWIA SUOMI �8 31' h i 22 89 41. 40R00' 1 -1/2` IRON /• 61.50' 10' PRIVATE STORM DRAIN EASEMENT N8917'39"W 7\ (REC# 5 *6557 S.F. IvvVVVV h PIPE W/IYOOD PLUG & TAO(.56853'W 1 . S7' FROM CORNER DEDICATED TO CITY OF TUKWILA (13413 SF) N REC # 20' / 93.00' �in'L�f1 61.50' 38.3' NTS W J Q 0 cri Q 0 20' 0 0 N `r_.) A EprNr-1 1 n1 ±6592 S.F. 118.00' N89'17'39 "W 5' PRIVATE WATERLINE EASEMENT (REC# 20070725001690) NOT A PART 13 A :)f r-1 » A), 10' PRIVATE STORM DRAIN EASEMENT (REC# 20070725001690) 0 Ld 0 to After recording, please return to: BASELINE Engineering, Inc. 1910 — 64th Avenue West Tacoma, Washington 98466 III I III II I 1111 I 11111111111 • 20120314001151 BASELINE ENGIN EAS 126.00 PAGE -001 OF 003 03/14/2012 13:15 KING COUNTY, WA PRIVATE WATER EASEMENT AND MANITENANCE AGREEMENT Reference City of Tukwila Short Plat No. — L09 -059 GRANTOR: DINH THONG USA, LLC GRANTEE: DINH THONG USA, LLC Grantor / Grantee - Legal Description By GRANTOR — LOT 2: EXCISE TAX NOT REQUIRED King Co. Rocrdg !on Deputy 1 THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH 5' WATER LINE EASEMENT PER K.C. REC. NO. 20126'040011 S—I , SUBJECT TO CITY OF TUKWILA SIDEWALK EASEMENT PER K.C. REC. NO.2,012. 014 O01114 , SUBJECT TO 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO. 2001314 00 AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC. NO 20070725001690. GRANTEE — LOT 3: THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO AND TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC NO. 2 2,0314 00115 , TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. RECORDING NO. 20070725001690, AND TOGET R WITH A 5' PRIVATE WATER LINE EASEMENT PER K.C. REC. NO. 2.n123i4 0011 S I • THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Water Easement over, across, along in upon and under that portion of said grantor's land described as follows: • • THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE NORTH 5.00 FEET OF THE EAST 38.30 FEET OF THE WEST 179.50 FEET THEREOF. 2. This easement is for the sole purpose of the construction, use and maintenance of a Water Line together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Water Line at their sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Water Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Water Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein or any part thereof. IN WITHNES WHEREOF, said individuals have caused this instrument to be executed this day of i})l�. (L. t� 2012. STATE OF WASHINGTON ) )ss COUNTY OF KING Gra for / Grante- / Pro I certify I have known or have satisfactory evidence that � n h o h'1 /`3ct -.4 e n is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was /were authorized to execute the instrument and acknowledge as the Or.c) r of the h `7%i OS it , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Given under my hand and official seal this 11.1 , a �ir'/�- act if C 14 bike' -e NOTARY PU LIC in and for that State of Washington, residing at 114 (ci day of /flarckti , 2012. My appointment expires: O S - a' - l y • Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 CONFORMED COPY 20120314001148 BASELINE ENGIN EAS 73.00 PAGE -001 OF 012 03/14/2012 13:15 Above this line reserved for Recorder's use SIDEWALK EASEMENT Grantor: DINH THONG USA, LLC, a Washington State limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington. Document Reference Number(s): Section/Township /Range: SE1 /4 of the SW1 /4, Sec. 10, T.23N., R.4E., WM Assessor's Tax Parcel Number(s): 734060 -0662 Abbreviated Legal Description: N/A 1. Recitals. A. The Grantor is the owner of that certain real property legally described on Exhibit 'A' attached hereto and incorporated herein by this reference. B. This instrument sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. 2. Grant of Easement. A. For and in consideration of TEN DOLLARS ($10.00), and other good and valuable consideration, the receipt of which is hereby acknowledged, DINH THONG USA, LLC ( "Grantor") grants, conveys, and warrants to the CITY OF TUKWILA, ( "Grantee") for the purposes hereinafter set forth, a perpetual easement under, across, and over Owner's /Grantor's Parcel, a legal description of said easement being attached hereto as Exhibit 'B' and as depicted in Exhibit 'C', which are attached and incorporated herein by this reference. Page 1 of 12 3. Purpose of Easement. The Grantee shall be entitled to use the easement under, across, and over Owner's /Grantor's Parcel in perpetuity for the purpose or purposes of: Construction, maintenance, and use by the Public of Public Sidewalk Easement Area. 4. General Provisions. A. Access. Grantee shall have the right of access to the easement under, across, and over the Property to enable Grantee to exercise its rights hereunder. B. Indemnification. Grantee shall hold the Grantor harmless from all costs, claims, or liabilities of any nature, including attorneys' fees, costs, and expenses for or on account of injuries or damages sustained by any persons or property resulting from the negligent activities or omissions of the Grantee resulting from this easement. Grantor shall hold the Grantee and its officers, agents and employees harmless from all costs, claims or liabilities of any nature including attorneys' fees, costs and expenses for or on account of injuries or damages sustained by any persons or property resulting from the negligent activities or omissions of the Grantor, or Grantor's agents or employees resulting from this easement. C. Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this instrument arising out of or pertaining to this instrument or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceeding "), and any appeals and collateral actions relative to such a Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such Proceeding from the non - prevailing party, in addition to such other relief as may be awarded. D. Binding Effect. This instrument shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The easement created by this instrument shall be appurtenant, shall touch and concern the real property identified as Owner's /Grantor's Parcel, and shall run with the land. Page 2 of 12 E. Applicable Law. This instrument shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this instrument shall be exclusively within the state or federal courts of King County, Washington. F. Entire Agreement. This instrument contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by both parties. G. Waiver. Any waiver by a party of a breach of any provision of the agreement contained within this instrument by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. H. Severability. If for any reason any portion of this instrument or any agreement contained herein shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this instrument or agreement and the remaining portions of the instrument shall remain in full force and effect. I. Notices. Any notice required or desired to be given under this instrument shall be deemed given if it is in writing and actually delivered to the party, or sent by certified mail to the address listed below for that party: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dinh Thong USA, LLC 815 120th Street Burien, WA 98168 Page 3 of 12 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) o3 Prope - "rer / Grantor Date I certify I have know or have satisfactory evidence that ' I n 14111 M c tie V\ is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the of DINH THONG USA, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated atrck e, 30 I /y -WerJ-e , �LL< N • a Public in and for the State of Washington — residing at ) ({P //// O I6 My appointment expires 05 —,?/ -/ y Page 4 of 12 • • DATED this I3 day of rh P , 2012. GRANTEE: CITY OF T KWILA Mayor Att uthenticated: c4414-, ceskij City Clerk Approved oved As To Form b PP by City Attorney STATE OF WASHINGTON ) ) ss. County of King ) On this 1343- day of mara - , 2012, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. Ltel ► Page 5 of 12 Notary Public in and for the State of Washington, residing at / uk0 Lou My appointment expires I ►i9ba. °EXHIBIT 'A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY PARCEL B: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, CONDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 647372 EXCEPT THE SOUTH 75.50 FEET OF THE WEST 118.00 FEET THEREOF. (BEING REVISED PARCEL B, BOUNDARY LINE ADJUSTMENT NUMBER L06 -074, RECORDED UNDER KING COUNTY RECORDING NO. 20090219900004) Page 6 of 12 EXHIBIT 'B' LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'A' THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE SOUTH LINE OF SAID NORTH 132.50 FEET OF TRACT 45, A DISTANCE OF 380.00 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON THE WESTERLY MARGIN LINE OF 4isT AVENUE SOUTH; THENCE NORTH 00° 42' 21" EAST ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 9.15 FEET; THENCE NORTH 34° 03' 11" WEST CONTINUING ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 15.32 FEET; THENCE SOUTH 00° 42' 21" WEST A DISTANCE OF 21.73 FEET TO THE SOUTH LINE OF THE NORTH 132.50 FEET OF SAID TRACT 45; THENCE SOUTH 89° 17' 39° EAST ALONG SAID SOUTH LINE, A DISTANCE OF 8.73 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 Sidewalk Easement 'A' BEI# 08-053.1 03.08.12 Page 7 of 12 • • EXHIBIT 'B' - CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'B' THAT PORTION OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 283.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 65° 32' 58" EAST, A DISTANCE OF 17.83 FEET TO THE WESTERLY MARGIN LINE OF 41ST AVENUE SOUTH; THENCE NORTH 34° 03' 11" WEST, ALONG SAID WESTERLY MARGIN LINE, A DISTANCE OF 8.75 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39° WEST ALONG SAID NORTH LINE, A DISTANCE OF 11.34 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 Sidewalk Easement 'B' BEI# 08 -053.1 03.06.12 Page 8of12 EXHIBIT 'B' - CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'C' THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39" EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 270.60 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 58° 44' 03" EAST, A DISTANCE OF 4.08 FEET; THENCE SOUTH 89° 17' 39" EAST, A DISTANCE OF 5.61 FEET; THENCE NORTH 53° 07' 14" EAST A DISTANCE OF 3.60 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39" WEST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 11.90 FEET TO THE TRUE POINT OF BEGINNING; ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09-059 UTILITY POLE Easement 'A' BEI# 08-053.1 03.6.12 Page 9 of 12 EXHIBIT 'B' - CONTINUED LEGAL DESCRIPTION OF SIDEWALK EASEMENT SIDEWALK EASEMENT 'D' THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID TRACT 45; THENCE SOUTH 89° 17' 39° EAST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 132.78 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 53° 30' 42" EAST, A DISTANCE OF 6.16 FEET; THENCE SOUTH 89° 17' 39° EAST, A DISTANCE OF 5.82 FEET; THENCE NORTH 54° 55' 24" EAST, A DISTANCE OF 6.16 FEET TO THE NORTH LINE OF SAID TRACT 45; THENCE NORTH 89° 17' 39° WEST ALONG THE NORTH LINE OF SAID TRACT 45, A DISTANCE OF 15.61 FEET TO THE TRUE POINT OF BEGINNING; ALL SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M., KING COUNTY, WASHINGTON. TOGETHER WITH AND SUBJECT TO EASEMENT, COVENANTS AND RESTRICTIONS OF RECORD, IF ANY. Tukwila Short Plat L09 -059 UTILITY POLE Easement 'B' BEI# 08-053.1 03.6.12 Page 10 of 12 NW CORNER OF TRACT 45 23.4 \_19.6_ N6532'5rW 17.83' 4 . CRY.OF TUKIMLA SDEWALK 8.74' \(4t00 nEC \ •rye h z■ HELD ANGLE PER ANC • h BLA L06 -074 AFN / 20090219900004 *6582 S.F. � I A . • L.L_r1 Or\r‘unr) 5 *6557 S.F. co SW CORNER OF THE NORTH 132.50 EEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS. 99 641312 •4'.\ NOO'42'21 "E ;q • 92.69' 21.73' Z 380.00' N89171391W 8.73' CRY OF TUKWILA "N SIDEWALK EASEMENT' o (135.00 SF) 'A' . fli REC • 0 mm -_I 0 0 m TI m co r n D m m z • • NTS I OM I MON TO C/L 41ST AVE. PER ANDERSON BLA L06 -074 (AFN 20090219900004) _ CITY OF TUKWILA PRIVATE SANITARY /CRY OF TU1ONLA /OMAR FASEImrr(9 • AREA/ 7 8.74' DEDICATED TO aTY OF TUKIMLA a 126TH 8T. (AI.Df 8J BMW -- CITY OF TUKWILA 1 SIDEWALK EASEMENT (Dla. (REC# 132.78' 9400. N5,r3O'42 W 6.16'— PARCEL. P J. *8592 S.F. tIa00' N891r38" W tie-sr PMVA1E WATERLINE EASEMENT .J (R�r 4A07W25001eeo) �---- NM A PART i' a A 1 I"1fVVL. IA0 SIDEWALK EASEMENT (C) "E SEINER EASEMENT (REC# _ ) (RECO 545'24": 6.16' 10' PRIVATE STORM DRAIN EASEMENT My 200707250016SO • ) FOUND iS�AEBAR A CAP f111ffS1AD • /"13731• s7r08'E' 27' COtPIIIM terir39"W .�♦ 61. see VIVO 81.50' � A (I 2 R *8149 S. Pc. 23.4 foriatar fir) 3 ia 4 k Pi *8582 S.F. �t A 7 ^ ^o ^'7 *8149 S.F. e- -r1 11 1 U 111 A 1 QINV,IL.n A If 1 `IV. • 1' •( 61.50' 61.50' 10' PRIVATE STORM DRAIN EASEMENT I (RECil ) 5 *8557 S.F. .,0unnnn� FouN 1/Y' REBAR * CAP �IAIfSTAD t. � 'E i CORNER `t KOSCC w aVY•OF TUIQNAA --k EASEMEME(A) 48.31'P.731- 400.00'FOUND 1 -1/1t" IRON PIPE IV/W000 PWO * TACK 1 a7' . CORNER 08 Return Address: City of Tukwila City Clerk 6200 Southcenter Boulevard Tukwila, WA 98188 CONFORMED COPY 20120314001147 BASELINE ENGIN MISC 67.00 PAGE -001 OF 006 03/14/2012 13:15 Above this line reserved for recording information DEDICATION OF RIGHT -OF -WAY Grantor: DINH THONG USA, LLC, a Washington State limited liability company Grantee: City of Tukwila, a Municipal Corporation of the State of Washington Document Reference Number(s): N/A Section/Township /Range: SE1 /4 of the SW1 /4, Sec. 10, T23N., R4E., W.M. Assessor's Tax Parcel Number: 734060 -0662 THE GRANTOR, DINH THONG USA,LLC, a Washington State limited liability company, for and in consideration of the sum of TEN DOLLARS ($10.00) in hand paid, and other good and valuable consideration, receipt whereof is hereby acknowledged, does by these presents hereby conveys, and quit claims to the City of Tukwila, a Municipal Corporation of the State of Washington, for any and all municipal purposes as GRANTEE, the following described real estate, situated in the County of King, State of Washington including any after acquired title: SEE EXHIBITS `A', `B', AND `C' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. Page 1 of 6 03 Prope Owner / Grantor STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that I '1/1 /Cc /'�'► N 9K-YI is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the 01:00e. r of DINH THONG USA, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 1Yk ic_k 4v0,E AN ti I NI: 039104 z #0T44 e - 4 Notary Public in a d for the State of Washington 'O�8`t0 residing at t Lc h C •I OAF %hi IV 44u r (thoi7 My appointment expires 25- -9 "/ / Page 2 of 6 • • ti DATED this 13 day of itrcN. , 2012. GRANTEE: CITY OF TUKWILA Mayor Atte uthenticated: qou Approved As To Form by City Attorney STATE OF WASHINGTON ) ss. County of King On this 13.6 day of , h`k ► , 2012, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. A 76 u _ N i i N.►i 40 13%. \C., r 2 / /��IJ'Op WA Melt 550, R. i-1-v1-- print name Notary Public in and for the State of Washington, residing at`1 Rtu lA My appointment expires //WA Page 3 of 6 EXHIBIT `A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY PARCEL B: THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, CONDEMNED FOR STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 647372 EXCEPT THE SOUTH 75.50 FEET OF THE WEST 118.00 FEET THEREOF. (BEING REVISED PARCEL B, BOUNDARY LINE ADJUSTMENT NUMBER L06 -074, RECORDED UNDER KING COUNTY RECORDING NO. 20090219900004) Page 4 of 6 EXHIBIT `B' LEGAL DESCRIPTION OF RIGHT -OF -WAY DEDICATION THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, LYING NORTHWESTERLY OF A 25 FOOT RADIUS CURCULAR CURVE TANGENT TO THE NORTH AND WEST LINES OF SAID TRACT, THE CENTER OF WHICH LIES SOUTH AND EAST OF SAID NORTH AND WEST LINES, REPECTIVELY. Page 5 of 6 bi--DEDICATED TO CITY OF TUKWILA (134.13 SF) N REV 20' 1 93.00' IZLI �L.LL€ 61.50' 38.3' NTS 20' 0 0 ID A Dicer' I 1 ±6592 S.F. 118.00' N89'17'39'"W 5' PRIVATE WATERUNE EASEMENT _J (REC# 20070725001690) NOT A PART �� A L) /•f°1 » A » nI \vL.L_ 10' PRIVATE STORM DRAIN EASEMENT (REC# 20070725001690) J 0 n »1 -'» L, • 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 SHORT PLAT (P -SS) APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: yr' c 6 Cis__ . 1-;-/ - File Number: (_,o T — Gt • y Application Complete (Date: i f iii/ o ) Project File Number: Application Incomplete (Date: Olt o ) Other File Numbers: (_ 01 - I. I $ 07 —nomy NAME OF PROJECT/DEVELOPMENT: Nickerson Street LLC Short Plat LOCATION OF PROJECT /DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. XXX - 5. 126th Street Intersection : S. 126th & 40th Avenue S. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 734060 -0662 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner /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: Sarah Bartz, BASELINE Engineering Address: 1910 — 64th Aveune West, Fircrest, WA 98466 Phone: ( 253) 565 -4491 E -mail: sarahb @baselinetacoma.com FAX: (253)565 -8563 ./ Signature: CITY OF TUKWILA Department of Community Development 6300 Somhcenrer Boulevard, l'ttktvllrr, WA 98188 '/Telephone: (206)431-3670 F 4X(206) 431 -3665 E-mail: tukt21/1 ri l5,11kwilpg,D AFFIDAVIT OF OWNERSHIP AND BOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF' KING The undersigned being duly sworn and upon oath states as follows: 1. 1 am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are tote and correct to the hest of toy knowledge, 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agent c,Ig neer eotitra rsor the,represenlat:ives the right to enter upon Owner's real property, located at �L_ �,, JJ for the purpose of application review. fur the limited time necessary to complete that purpose. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City 's entry upon the property , unl ess the loss or damage is the result or the sole negligence of the Pity, 6. Non- responsiveness to a City information request lb r ninety (90) or more day s, shall be cause to cancel the application(s) without refund of fees. .} EXECUTED at u l/ .p 1 (city). • �a (state), (j��on� .' ' . " .o 0 m 20 0 C1 Print Name _Lt tlstt 1 Lt I 111 t..\ NS Address t (r,1 J { Fite, vi ci Phone Number Signature COMMUN'.T( OEVELOPiYi Eid 3" RECEIVED JAN 12 ZuiU TUKtiviLA PUBLIC WORKS On this day pers st ay( Bred betote me 1 1 It�,r e,e 1GGto to knmun to be the andivid executed ' a in. s A lytand acknowledged that hc(she signed the sam a as htc /her voluntary act and deed for t and pug stija{i `\,l�h 'tU1j`t{1' 41 , (yam ruin3 .9. 10N lxlj_ttt,0 l 1! 1T'�er .era .,•-. I�cf'� f.,d 0' � i ZZIS N� A PURL _ in and ti r the State tit Washington eliding at M Conmaission expires on 5.1_.__10_ • . The Evergreen Arborist, Inc. DENNIS L. TOMPKINS Certified Arborist — Consulting Urban Forester 10711 164`h Avenue Court East Bonney Lake, WA 98391 Phone: 253 863 -7469 Email: dlt @blarg.net January 22, 2009 Chris Clousing Viking Bank South Seattle Branch PO Box 80565 Seattle, WA 98108 Dear Mr. Clousing: RECEIVED JAN 12''4uiU TUKWILA PUBLIC WORKS I inspected the cottonwood tree on the undeveloped lot near 4000 So. 126`h Street, Tukwila, WA 98188, in your presence. The parcel number is either 734060 -0662 or 734060- 0661. In my opinion, the tree is very hazardous and should be removed. It is a very large cottonwood tree that has evidence of several large branches having failed in the past, has visible decay in the lower trunk and possibly has had some roots severed from trenching for utilities. Any construction activities around the tree would further damage roots either from further severing or soil compaction from heavy equipment. It is also very likely significant targets would be constructed near the tree. Cottonwood trees are not a desirable species to have present near manmade "targets" such as houses, streets or driveways. Since this tree stands alone, it is fully exposed to the severe storms that frequent the Puget Sound area. All of these elements render the tree very hazardous. There is no guarantee that an act of God will not cause some type of branch or tree failure in the future in the cottonwood tree that was inspected. Since these occurrences are unpredictable, arborists are unable to accept responsibility for such events. We offer our best opinions based on visible signs and our experience in conducting hazard tree assessments and on -site inspections. Thank you for utilizing my consulting services. Please contact me with any questions. Sincerely, Dennis Tompkins Certified Arborist LO52 RA. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 PERCOLATION TEST REPORT FOR: STEPHEN T. HARAKI PC 2100 .116TH AVE NE BELLEVUE WA 98004. SUBJECT PROPERTY: OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 STABILIZED PERCOLATION RATE RECEtvED RECEIVED CM! ! OF TUKWILA APR 2 6 2000 APR 2 0000 228%0 i-,ERm CENTER TUKWILA PUBLIC WORK RECEIVED CITY OF TUKWILA A. OWEN L CENTER SCALE: 1=50' 40TH AVE S 0 6 05 132.5 07 08 PARCEL # 734060 - 0661 ,,Fr cS' o3 4 02 01 03 04 PARCEL ff 734060 - 0662 liA 9/ 02 CCP 01 13.64 144.7 Ir CO • 02 110 45.04 5 0 02 50.04 01 02 50.04 01 6 7 02 50.04 01 8 02 45.74 01 9 02 45.04 01 10 ANOSIVID arty QF TUKWILA • APR 2 6 '.2000 Rolm TOENTER RECEIVED APR 2 8'200G • TUKWILA PUBLIC WORKS RECEIVED crry OF TUKWILA 2 PERMIT CENTER 14816 Military. 1 South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CCAIMUNITt. DEVELOPE CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Certificate of Sewer Availability Commercial: $100 OR 0 Certificate of Sewer Non-Availability Part A: (To Be Completed by Applicant) • Purpose of Certificate: _ . _ _ _ CI uilding Permit II Preliminary Plat or PUD 0 Other X3 Short Subdivision C:i Rezone ProprUse: Residential Single Family 0 Residential Multi-Family 1:1 Commercial CI Other Applicants Name: gi 0:mt1l 4, WU- *-Docit,ir„s Phone: (.3) 5L 5 . 449A PropertyaAddress or Approximate Locatiop:, Tax Lot Number: --7 yA. 0 b t; c■ Liz. 730- yu . 1 zu: til _.k t Legal Description(Attach Map and Legal Description if necessary): n.... i y,f) at-tettatq Sill i- FLO- ,A,A.ck,10 Part B: (To Be Completed by Sewer Agency) 1. Pi a. Sewer Service will be provided by side sewer connection only to an existing 6 11 size sewer V feet from the site and the sewer system has the capacity to serve the proposed use. OR U b. Sewer service will require an improvement to the sewer system of: U (1) feet of sewer trunk or lateral to reach the site; and/or U (2) the construction of a collection system on the site; and/or U (3) other (describe): 2. (Must be completed if 1.b above is checked) 0 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR i:i b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. NI 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 C3 b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: ,,,,.f...e /fi i- i GFC: $ ;4" i SFC: $ 1/00 / g og I UNIT: $ TOTAL: $ _ (Subject to Change on January 1st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: U Required El May be Required c. Other: I hereby certify that the above ewer agency information is true. This certification shall be valid for one year froprtIe date of signa re. By Title /Z/V°7 Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). I . This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability /Non - Availability and this Attachment, and fully understand the terms and conditions herein. C twat `e) BpsELiNE II. so, 09 Applicant's Signature V �yn1 f y Date ^d u 1^ Sfrp�t Q,o4oua,l /u:. CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district CC,s�iivluN r . PERMIT NO.: DI VPl.-WP3vrE •l $ Z:1-5 , a J'1-z j�,+t )1 .'�'T' ��mt '31 irr��r'�kf��±'r It' (r�' �y74 .4�i�'' �l,Ti, -(7 , �5iJ a . ie�tic�. ir"% I��l. ��. a,[ �r} xi�C• c} J,•,- �,. �dSi�., 4' i. Ja..+, ra, �n8d5., �. M�YU 'l'�i..�M.p,��..�U�Il,.1,U.✓ril �rsa,�m. Val 7�`�i %�Y�.e17;(L:��LT�lir�� .,,�i A -:' Site address at ach m and legal descri tion s owing h drant location and size of main): niOttri '?-+` - r:�,T,Bi;; �7c °i "iJ��raT't'iPrf: ?t`:1in 'i- P'I3' g''.r i�i ., ,.`- '� -'•€1' r i�'• . S�,r `. dIka7s27. :I,.. . 5.S7/.;Z:T.,�ilr•, i:,wnfi;L..._ - t� Name: ^ ►U(.�� S�'�'1 �1 -?�� 1 . ��l,�,iCt, �:.5 ?: r.�y. ��,r• -ran !?,--1' "C- 7.Tn7.'- T^�,n�^i^ 4��,. r a t �rtr J� i �C�� li ri �� !� ..! t1�1 l�, �l%! ;, T! i. ., ' '.... 0:0.1:1 .'1,7) U�, 1. i. ..J�i.ki: :�J,.r7,3 , ;c.c.aJi >!' .1 i ties. ame: 3AclAt�- Cmg1zof► 1ci Address: Address:').} _ (l�� n1 \, J 4i., Phone: ( % -) No c -44x' Phone: (/7) r:ko._ ,g 1 This certificate Is for the purposes of: ❑ Residential Building Penult ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Preliminary Plat Ili Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant tv t``h closest poi t of structure is _Tft. Area is served by (Water Utility District): I I j 10 , "/K. ✓ 04.544.1 o.,4'• ) Owner /Agent Signature l► ?:C. Date 1. The proposed project is within 2. o improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (City /County) (Use separate sheet If more room Is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of '7.4il () gpm at 20 psi residual for a duration of 2 hours at a velodty of % j fps as documented by the attached calculations. 5. Water vailability: - Acceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. 0..)r1t -eE 131 s r,4i Z5. Agency /Rhone 7.0 -ell 2-- tq 5 ei 7 By M 2_ / —C ?. Date 0 2- -1 —it).) This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" lapplicationslweter availability (7 -2003) Printed: 9.18-03 Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signaturef ad Mt District Representative i'i -l�'i [113 Date CITY OF TUKWILA - SHORT PLAT Nickerson Street LLC - Lot Closures Note: Lot closures are based on the bearings and distances appearing on the final plat document which have been rounded off to the nearest second and 11100th of a foot respectively. Accordingly, the areas shown hereon are approximate and may contain an error of several feet due to the precision with which they were calculated. PERIMETER S 34°0311.0"E 150.140 S 0 °4221.0 "W 9.150 N 89 °17'39.0 "W 262.000 N 0 042121.0 "E 75.500 N 89° 1T39.0 "W 118.000 N 0 °4221.0 "E 32.000 S 89 °17'39.0 "E 25.000 Delta = 90 °00'00.0" Radius = 25.000 Length = 39.270 N 45 °42'21.0 "E Chord = 35.355 Tangent = 25.000 N 00°42'21"E 25.000 S 89 °17'39.0 "E 269.400 Closing point is .001 N and .002 W of beginning point. Area = 36027.538 Sq.Ft. Area = 0.8271 acres. Perimeterlength = 955.46 Precision of closure = 1 in 486585 LOT 1 S 0 042121.0 "W 57.000 N 89 ° 17' 39.0 "W 118.000 N 0 °42'21.0 "E 32.000 S 89 °17'39.0 "E 25.000 Delta = 90 °00'00.0" Radius = 25.000 Length = 39.270. ..... N 45 °42'21.0 "E Chord = 35.355 Tangent = 25.000 N00 °42'21 "E 25.000 S 89 °17'39.0 "E 93.000 Closing point is .000 N and .000 W of beginning point. Area = 6591.874 Sq.Ft. Area = 0.1513 acres. Perimeter length = 339.27 Precision of closure = 1 in 6311310440 LOT 2 S 89 °17'39.0 "E 61.500 S 0 °42'21.0 "W 132.500 N 89 °17'39.0 "W 61.500 N 0 °4221.0 "E 132.500 Closing point is .000 N and .000 W.of beginning point. Area = 8148.750 Sq.Ft. Area = 0.1871 acres. Perimeter length = 388.00 Precision of closure = 1 in 6475104705 LOT 3 S 89°17'39.0"E 61.500 S 0 °42'21.0 "W 132.500 N 89 °17'39.0 "W 61.500 N 0 °42'21.0 "E 132.500 Closing point is .000 N and .000 W of beginning point. Area = 8148.750 Sq.Ft. Area = 0.1871 acres. Perimeter length = 388.00 Precision of closure = 1 in 6475104705 LOT 4 S 89 °17'39.0 "E 50.000 S 0 042121.0 "W 108.940.. S 9 °36'25.0 "W 23.850 N 89°17'39.0"W 46.310 N 0 °42'21.0 "E 132.500 Closing point is .003 S and .000 W of beginning point. Area = 6581.701 Sq.Ft. Area = 0.1511 acres. Perimeter length = 361.60 Precision of closure = 1 in 129728 City of Tukwila Short Plat Lot Closures con't Page 2 of 2 LOT 5 S 34 °03'11.0 "E 150.140 S 0 °42'21.0 "W 9.150 N 89 °17'39.0 "W 92.690 N 9 °3625.0 "E 23.850 N 0 °42'21.0 "E 108.940 S 89°17'39.0"E 3.400 Closing point is .004 N and .001 W of beginning point. Area = 6556.610 Sq.Ft. Area = 0.1505 acres. Perimeter length = 388.17 Precision of closure = 1 in 93092 Prepared by: BASELINE Engineering Inc. Date: Tuesday, December 15, 2009 File name: 08053 LOT CLOSURES.doc December 29, 2009 Ms. Rebecca Fox Senior Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 -2544 Re: Nickerson Street Short Plat Tukwila Application #L09 -059 Ms. Fox: • oK__ pr7_o0 RECEIVED JAN 12:01U TUKWILA PUBLIC WORKS This letter is in regards to the Nickerson Street short plat application, #L09 -059, recently submitted by Viking Bank and BASELINE Engineering. I Mike Davis authorize these applicants the use of the SEPA Checklist and associated environmental studies from the Farnham Short Plat, #L07 -018. The Farnham SEPA received a Determination of Non - Significance (DNS) prior to the issuance of preliminary short plat approval on January 2, 2008. With my permission as owner /applicant of the Farnham Short Plat, the DNS should be transferred over to the Nickerson Street Short Plat application. If you have any questions or would like to discuss further, I can be contacted at 206 - 948 -9997 Thank you Sincerely, Mik= •vis Davis & Robinson, Inc Cc: Doug Westmark, Viking Bank Sarah Bartz, BASELINE Engineering LO 9 - 0(39 Prel or* L91- 0 t(2, 126th Street Short Plat Preliminary Technical Information Report Site Location: 40XX South 126th Street Tukwila, WA 98168 Parcel #s: 7340600661 & 7340600662 Prepared for: Jonathan Harkovich Davis Real Estate Group 1201 Monster Road SW Suite #320 Renton, WA 98055 EXPIRES 8/07 Brian G. Han-on, P.E. PATRICK HARRON & ASSOC., LLC 14900 Interurban Ave. S. Suite 279 Seattle, WA 98168 PHA Project #: 06110 Date: November 2006 tECElvats rry or, To KwILA SEP _ 6 2007+ 126th Street Short Plat Preliminary Technical Information Report TABLE OF CONTENTS 1. PROJECT OVERVIEW 1 2. CONDITIONS AND REQUIREMENTS SUMMARY 3 3. OFFSITE ANALYSIS (Level 1 Downstream Analysis). 4 Task 1: Study Area Definition and Maps 4 Task 2: Resource Review 4 Task 3: Field Inspection 4 Existing Conditions 5 Tributary Upstream Drainage 5 Task 4: Downstream Drainage System Description and Existing and Potential Problems 5 Downstream Drainage Description 6 Existing and Potential Drainage Problems & Proposed Mitigation 7 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 8 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN 12 6. SPECIAL REPORTS AND STUDIES 16 7. OTHER PERMITS 16 8. TEMPORARY EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN 16 9. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT 17 10. OPERATIONS AND MAINTENANCE MANUAL 17 LIST OF APPENDICES Appendix A — Site Photos Appendix B — Percolation Test LIST OF FIGURES Figure 1 Vicinity Map 2 Figure 2 Site Plan 3 Figure 3 Existing Site Condition 5 Figure 4 Downstream Drainage Exhibit 6 Figure 5 Downstream Drainage Complaints 7 Figure 6 1998 KCSWDM — Rainfall Region 8 P: \2006 \06110 1 26th Street SP \Text\Storm Reports \06110 Storm Report.doc 126th Street Short Plat Preliminary Technical Information Report 1. PROJECT OVERVIEW This Preliminary Technical Information Report (TIR) is submitted in support of a preliminary short plat application for 126th Street Short Plat. The proposed work will include demolition of the existing concrete foundation on the east side of the property and the subdivision of the property into 5 residential lots. The project will include installation of concrete curb and gutter, sidewalk, and closed storm drainage pipe and catch basin system along the property frontage on 40th Avenue South and South 126th Street. In addition, individual lot infiltration trenches are proposed to minimize offsite runoff. The following tabulates the project site data: Address: Parcel Number: Site Area (including easements) Site Area (excluding easements and dedication) Zoning: Water: Sewer: Drainage Basin: Special Limitations: 40XX South 126th Street, Tukwila WA, 98168 7340600661 & 7340600662 36,316 sf (0.83 acres) 36,316 sf — 2,223 sf (proposed) — 133 sf (to be dedicated) = 33,960 sf (0.78 acres) LDR District No. 125 Valvue Riverton Creek, Duwamish River None (per City of Tukwila, the site is not located in a Level 2 Detention Area nor an Infiltration Restricted Area) This analysis is completed using the format set forth in the 1998 King County Surface Water Design Manual (KCSWDM) as adopted by City of Tukwila. Per City of Tukwila request, individual lot infiltration systems were designed according to the 2005 KCSWDM. Project Description: Please refer to Figures 1 — Vicinity Map and Figure 2 — Site Plan on the following pages to aid in the project description. The project proposes to subdivide a 0.83 acre property into five lots. The site is located south of South 126th Street and east of40th Avenue South in the City of Tukwila. The proposed construction will not add more than 5,000 sf of pollution generating impervious surfaces. Lots 1 -4 will be accessed off South 126th Street to the north. Lot 5 will be accessed off 41' Avenue South to the east. Individual lot infiltration trenches are proposed. Y P: \2006\06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 1 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 1- Vicinity Map More generally, the site is located in the SE'/, SW 'A, Section 10, Township 23 North, Range 4 East, Willamette Meridian, Tukwila, Washington. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 2 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 2 — Site Plan s1-26th STREET IE 101 SYSTE STNJD4RGHER SHORT PUT OEVELDPNENT TO SOUTH (TD BC COORDINATED WIN PROJECT CIVIL ENGINEER) 0E• 120 LP 12' so 0 IERrATm? _ jj STA ;VASS 1141 -4Rni • 'ORD GRAIN 30P.7.7�#,_ k., 12- IE 76- .._ • INEI TRATION 30'L4VYx4.0 TDP 9188".8 8813 .8 4VM'D (St1V) 2. CONDITIONS AND REQUIREMENTS SUMMARY CORE REQUIREMENT #1: Discharge at the Natural Location The discharge from the proposed project will be collected and directed the drainage system on the east side of 40th Avenue South as it did in the existing condition. CORE REQUIREMENT #2: Offsite Analysis See the Level 1 Downstream Analysis included in Section 3 of this TIR. CORE REQUIREMENT #3: Flow Control Individual lot infiltration trenches are proposed for this development. See Section 4. CORE REQUIREMENT #4: Conveyance System See Section 5. CORE REQUIREMENT #5: Erosion and Sediment Control A construction entrance, silt fencing, and appropriate cover measures will be provided for erosion and sediment control for the site. See Section 8. CORE REQUIREMENT #6: Maintenance and Operations. A Maintenance and Operations Manual will be provided at the time of final engineering. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 3 of 19 126th Street Short Plat Preliminary Technical lnforrnation Report CORE REQUIREMENT #7: Financial Guarantees and Liability The Owner and or the contractor will provide the required bond and liability assurances. CORE REQUIREMENT #8: Water Quality No water quality is required for the site since the proposed improvements do not exceed the 5,000 sf threshold for pollution generating impervious surfaces. SPECIAL REQUIREMENT #1: Other Adopted Area - Specific Requirements Not applicable. SPECIAL REQUIREMENT #2: Flood Hazard Area Delineation Not applicable. SPECIAL REQUIREMENT #3: Flood Protection Facilities Not applicable. SPECIAL REQUIREMENT #4: Source Controls Not applicable. SPECIAL REQUIREMENT #3: Oil Control Not applicable. 3. OFFSITE ANALYSIS (Level 1 Downstream Analysis) Task 1: Study Area Definition and Maps The study area includes research on upstream areas to the north of the property and that of the drainage system downstream of the property beyond the quarter -mile downstream point. The extent of the downstream drainage analysis and study area will extend beyond the quarter -mile downstream point, just beyond South 124th Street on East Marginal Way South as shown in Figure 5 — Downstream Drainage Exhibit included under Task 4. Task 2: Resource Review The following resources and documents were reviewed in preparing this analysis. Pertinent maps from these reports have been included in this study. 1. Percolation Test Report — Appendix B 2. King County Surface Water Design Manual (1998) 3. King County iMAP Task 3: Field Inspection Field investigation was performed on October 26, 2006, a clear and windy day by a representative of Patrick Harron & Associates. Please refer to Figure 3 - Existing Site Conditions below to aid in the following description. P: 12006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 4 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 3 — Existing Site Conditions PROJECT SITE 0.83 AC Existing Conditions See Existing Conditions Photos (ECPs 1 -8) in Appendix A. Topography of the site slopes generally towards the southwest corner of the site with about 20% of the site sloping towards the southeast corner. Relief across the site is about 24 ft with grades ranging 3 -70 %. A concrete foundation exists in the easterly portion of the site. Ground cover consists of approximately 20% thick pasture grasses with the remainder being shrubs and 2nd growth forest (see ECP1 & ECP2). The site is fronted to the east by 41g Avenue South (ECP3), to the north by South 126th Street (ECP4), and to the west by 40th Avenue South (ECP8). No improvements (sidewalk, curb and gutter) exists on these streets along the frontage of the project site. Two drainage basins exists onsite, Basin A (west) and Basin B (east), 0.68 acres and 0.15 acres, respectively. Based on the Percolation Test provided for the site (see Appendix B), soils onsite are infiltrative. Stormwater which is not infiltrated onsite would sheet flow over the existing vegetation to the neighboring properties to the south. Tributary Upstream Drainage Based on topographic survey and field investigation, it appears that only 0.15 acres of road fronting the site (south half of South 126th Street and east half of 40th Avenue South) is tributary to the site. Task 4: Downstream Drainage System Description and Existing and Potential Problems Please refer to and Figure 4 - Downstream Drainage Exhibit to aid in the following description. P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report .doc Page 5 of 19 126th Street Short Plat Preliminary Technical Information Report Figure 4— Downstream Drainage Exhibit Downstream Drainage Description See Downstream Photos (DSPs 1-3) in Appendix A. Basin A (West) Runoff from the majority of the site (0.68 acres) sheet flows southwest through neighboring undeveloped parcels (#s: 734060-0661&0664) then is collected in a grass-lined v-ditch system along the east side of 40th P:12008\06110 128th Street SP\Text\Storm Reports \08110 Storm Report.doc Page 6 of 19 • • 126th Street Short Plat Preliminary Technical Information Report approximately 3ft wide x 1.5ft deep and drains south at 10 +% slope toward the intersection of 40th Avenue South and South 1 28th Street approximately 300ft downstream of the site. At the intersection, the ditch transitions to a 5ft wide x 2.5ft deep section (DSP2) and conveys flow west for approximately 70ft beneath South 128th Street in an 18" concrete culvert to a catch basin on the east side of East Marginal Way South (DSP3). Downstream drainage continues approximately 45ft to a catch basin on the west side of East Marginal Way South. The drainage system in East Marginal Way South continues downstream along the west side of the thoroughfare (assumed at shallow grade or 1 -2% based on road grade) in a northwesterly direction until reaching the quarter -mile downstream point just beyond South 124th Street. Basin B (East) Runoff from the eastern portion of the site (0.15 acres) sheet flows southeast through neighboring properties and into the creek passing beneath Highway 599 and Interurban Avenue which ultimately flows into the Duwamish River approximately 700ft downstream of the site. No drainage problems were observed on the day of the field investigation. Note that above described downstream drainage course would be for stormwater that is not infiltrated onsite. Existing and Potential Drainage Problems & Proposed Mitigation From King County records, there were no drainage problems documented for the area within the quarter - mile downstream point of the project site (see Figure 5 — Downstream Drainage Complaints). However, there were documentation of drainage problems within the quarter -mile proximity of the downstream drainage path of the site but is shown to have been resolved (per King County iMAP) since the late 80's. Documented drainage problems for downstream properties within the proximity of the site are shown in the above Downstream Drainage Exhibit in orange hatch. Documentation of their status is provided in Figure 5 — Downstream Drainage Complaints below. Complaint No Status Problem Type Figure 5 — Downstream Drainage Complaints Recd Close Date Date TB PADD PADD1 PADD SUF PIN NTB Comments 1 1988 -0291 CLOSED DRNG C 4/25/198 10/7/198 33E 12633 35TH AVE S 734060062 625D RUNOFF /SILTS IN POND 8 8 4 ,2 7 2 1989 -0581 CLOSED SILTATO C 9/8/1989 10/5/198 33E 12633 35TH AVE 734060062 625D RIVERTON HOSP RUNOFF N 9 4 2 7 Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1988 -0108 CLOSED DRNG C 2/17/198 3/29/198 33E 3519 128TH ST 735960001 625D WATER IN BACK YARD 8 8 4 5 7 Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1982 -0200 CLOSED C 5/7/1982 5/7/1982 33E 12802 37TH AVE S 734060078 6550 STREAM DRIED -UP 5 2 2 Rec Complaint Status Problem Type Recd Close TB PADD PADD 1 PADD PIN NTB Comments No Date Date SUF 1 1977 -0019 CLOSED FLDG C 9/16/197 9/16/197 33E 3717 S 128TH S 734560093 655D WEST OF TUKWILA/EAST OF RIVERTON HOS 7 , 7 5 T 5 2 P Note that this is a list of only several properties out of area within the 1/4-mile radius but not within the V4- mile downstream path. All are similar in nature and have all been closed. According to City of Tukwila there are no documented drainage problems within the area with the P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page7of 19 1 • 126th Street Short Plat Preliminary Technical Information Report According to City of Tukwila there are no documented drainage problems within the area with the exception of flooding within Riverton Creek. No drainage problems are anticipated from the proposed development. Drainage from the proposed homes and driveways are proposed to be infiltrated and should not have any adverse impacts on downstream properties. 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The project proposes individual lot infiltration trenches. It is assumed that the homes proposed for these lots will cover approximately 1,500 sf of footprint area. Including driveways, the impervious area per lot would be about 0.04 acres (1,500 sf home + 20' x 12' driveway). The proposed infiltration trenches are designed to infiltrate up to the 100 -year peak storm event as sized using the King County Runoff Time Series (KCRTS) program shown on the following pages. No water quality is required for the site since the proposed improvements do not exceed the 5,000 sf threshold for pollution generating impervious surfaces. Figure 9 below shows the rainfall region and scale factor used in the KCRTS program. Figure 6 — Rainfall Regions and Regional Scale Factors ST 1.1 ST 1.0/ ST 1.0 LA0.8 LAQ9 LA1.0 LA 12 Sr 1.1 milgd !�I 11q11114.610 .11 I 1,1 I1! 1� u1uFsm!1gm ST 10 Rainfall Regions and Regional Scale Factors 87. 3 IrrcaporatedArea :.zap Riverteke - - -- h16orRoad Sr 11[Y LA 02 LA 09 LA 1.0 LA 12 P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 8 of 19 126th Street Short Plat Preliminary Technical information Report KCRTS Output (parameters: SeaTac, Scale Factor 1.0, hourly time steps) Estimated Inflow OKCRTS King County Runoff Time Series Program Version 4.42b All files will be read /written in the Working Directory Working Directory:T:\06110 126TH ST KCRTS\Inf Trench KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea -Tac Computing Series : HOME&DRIVE.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File :C:\KC_SWDM\KC_DATA\STEI6OR.rnf 8 Impervious 0.04 acres Scaling Yr: 8 Total Area : 0.04 acres Peak Discharge: 0.019 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:HOME &DRIVE.tsf 8 Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage /Discharge curve:home &drive.tsf Flow Frequency Analysis Time Series File:home &drive.tsf Project Location:Sea -Tac Frequencies & Peaks saved to File:HOME &DRIVE.pks - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.010 6 2/09/01 2:00 0.019 1 100.00 0.990 0.008 8 1/05/02 16:00 0.015 .2 25.00 0.960 0.012 3 12/08/02 18:00 0.012 3 10.00 0.900 0.010 7 8/26/04 2:00 0.012 4 5.00 0.800 0.012 4 10/28/04 16:00 0.011 5 3.00 0.667 0.011 5 1/18/06 16:00 0.010 6 2.00 0.500 0.015 2 10/26/06 0:00 0.010 7 1.30 0.231 0.019 11 1/09/08 6:00 0.008 8 1.10 0.091 Computed Peaks 0.017 50.00 0.980 P:12006\06110 126th Street SP \Text \Storm Reports \061 10 Storm Report.doc Page 9 of 19 126th Street Short Plat Preliminary Technical Information Report Infiltration Facility Sizing: Trench Dimensions: 30'L x 4'W x 3'D Design Infiltration Rate (per Section 5.4 Infiltration Facilities of the 2005 KCSWDM): 'design ='measured+ Ftesting+ Fgeometry+ Fplugging where 'measured = 4.14 in /hr (based from slowest rate from Percolation Test Report by R.A. Owen included in Appendix B) Resting = 0.50.(ASTM D3385 method) Fgeometry = 4D /W + 0.05 = 4(3/2) +0.05 = 6.05 -, use 1.0 max Fplugging = 0.9 medium sands 'design = 4.14 in /hr x 0.5 x 1.0 x 0.9 = 1.86 in/hr (32.26 min /in) Retention /Detention Facility Type of Facility: Gravel Infiltration Trench Facility Length: 30.00 ft Facility Width: 4.00 ft Facility Area: 120. sq. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 108. cu. ft (@ 30% voids) Vertical Permeability: 32.30 min /in Permeable Surfaces: Bottom Riser Head: 3.00 ft Riser Diameter: 12.00 inches Top Notch Weir: 'None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.06 0.16 0.26 0.36 0.46 0.56 0.66 0.76 0.86 0.96 1.06 1.16 1.26 1.36 1.46 1.56 1.66 0.00 0. 0.000 0.000 0.00 0.06 2. 0.000 0.000 0.01 0.16 6. 0.000 0.000 0.01 0.26 9. 0.000 0.000 0.01 0.36 13. 0.000 0.000 0:01 0.46 17. 0.000 0.000 0.01 0.56 20. 0.000 0.000 0.01 0.66 24. 0.001 0.000 0.01 0.76 27. 0.001 0.000 0.01 0.86 31. 0.001 0.000 0.01 0.96 , 35. 0.001 0.000 0.01 1.06 38. 0.001 0.000 0.01 1.16 42. 0.001 0.000 0.01 1.26 45. 0.001 0.000 0.01 1.36 49. 0.001 0.000 0.01 1.46 53. 0.001 0.000 0.01 1.56 56. 0.001 0.000 0.01 1.66 60. 0.001 0.000 0.01 P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 10 of 19 126th Street Short Plat Preliminary Technical information Report 1.76 1.76 63. 0.001 0.000 0.01 1.86 1.86 67. 0.002 0.000 0.01 1.96 1.96 71. 0.002 0.000 0.01 2.06 2.06 74. 0.002 0.000 0.01 2.16 2.16 78. 0.002 0.000 0.01 2.26 2.26 81. 0.002 0.000 0.01 2.36 2.36 85. 0.002 0.000 0.01 2.46 2.46 89. 0.002 0.000 0.01 2.56 2.56 92. 0.002 0.000 0.01 2.66 2.66 96. 0.002 0.000 0.01 2.76 2. -76 99. 0.002 0.000 0.01 2.86 2.86 103. 0.002 0.000 0.01 2.96 2.96 107. 0.002 0.000 0.01 3.00 3.00 108. 0.002 0.000 0.01 3.10 3.10 108. 0.002 0.308. 0.01 3.20 3.20 108. 0.002 0.871 0.01 3.30 3.30 108. 0.002 1.600 0.01 3.40 3.40 108. 0.002 2.390 0.01 3.50 3.50 108. 0.002 2.670 0.01 3.60 3.60 108. 0.002 2.930 0.01 3.70 3.70 108. 0.002 3.160 0.01 3.80 3.80 108. 0.002 3.380 0.01 3.90 3.90 108. 0.002 3.590 0.01 4.00 4.00 108. 0.002 3.780 0.01 4.10 4.10 _ 108. 0.002 3.970 0.01 4.20 4.20 108. 0.002 4.140 0.01 4.30 4.30 108. 0.002 4.310 0.01 4.40 4.40 108. 0.002 4.470 0.01 4.50 4.50 108. 0.002 4.630 0.01 4.60 4.60 108. 0.002 4.780 0.01 4.70 4.70 108. 0.002 4.930 0.01 4.80 4.80 108. 0.002 5.070 0.01 4.90 4.90 108. 0.002 5.210 0.01 5.00 5.00 108. 0.002 5.350 0.01 Hyd Inflow Outflow Target 1 0.01 0.00 2 0.02 * * * * * ** 3 0.01 * * * * * ** 4 0.01 * * * * * ** 5 0.01 * * * * * ** 6 0.01 * * * * * ** 7 0.01 * * * * * ** 8 0.01 * * * * * ** Calc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Peak Stage Elev 1.95 1.95 3.00 3.00 1.69 1.69 3.00 3.00 1.80 1.80 1.62 1.62 0.58 0.58 0.42 0.42 Route Time Series through Facility Inflow Time Series File:home. &drive.tsf Outflow Time Series File:r'dout Inflow /Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: Storage (Cu -Ft) (Ac -Ft) 70. 0.002 108. 61. 108. 65. 58. 21. 15. 0.002 0.001 0.002 0.001 0.001 0.000 0.000 0.019 CFS at 6:00 on Jan 9 in Year 8 0.003 CFS at 8:00 on Jan 9 in Year 8 3.00 Ft 3.00 Ft 108. Cu -Ft P: \2006 \06110 126th Street SP\Text \Storm Reports \06110 Storm Report.doc Page 11 of 19 126th Street Short Plat Preliminary Technical information Report 0.002 Ac -Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location: Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.000 5 2/09/01 19:00 0.003 3.00 1 100.00 0.990 0.000 8 1/05/02 17:00 0.000 3.00 2 25.00 0.960 0.000 4 2/27/03 10:00 0.000 2.50 3 10.00 0.900 0.000 7 8/26/04 3:00 0.000. 2.12 4 5.00 0.800 0.000 6 10/28/04 19:00 0.000 1.80 5 3.00 0.667 0.000 2 1/18/06 21:00 0.000 1.69 6 2.00 0.500 0.000 3 11/24/06 6:00 0.000 0.58 7 1.30 0.231 0.003 1 1/09/08 8:00 0.000 0.42 8 1.10 0.091 Computed Peaks 0.002 3.00 50.00 0.980 No overflow shown for 100 year peak storm 4 OK Per 2005 KCSWDM infiltration trenches are sized by length per square footage of roof impervious surface. Trench Length (2' width) = roof square footage x length /1,000 sf of roof area = 1,500 sf (estimate) x 30 If /1,000 sf (medium sands) = 45 If -445'Lx2'W =90sf Trench Length Provided 30'L x 4'W =120 sf> Required 90 sf (33% F.S.) 4 OK 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN No "defined" drainage system exists onsite or offsite. No curb or pipe drainage systems exist within the property frontage on 40th Avenue South or South 126th Street. The proposed drainage system will consists of curb, gutter, and closed pipe and catch basin system in the frontage roads. Onsite drainages systems will consist of individual lot infiltration trenches with overflow systems and a ditch to pipe system in the case the infiltration system capacities are exceeded. The following show the estimated tributary flows to each system and calculated capacities. KCRTS Output (parameters: SeaTac, Scale Factor 1.0, 15- minute time steps) P: \2006 \06110 126th Street SP \Text \Storm Reports \061 10 Storm Report.doc Page 12 of 19 126th Street Short Plat Preliminary Technical Information Report Estimated Flows ®KCRTS Retention /Detention Facility Design End Sizing Retention /Detention Facility KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea -Tac Computing Series : 1AC- IMP.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating 15- minute Time Series File Loading Time Series File :C:\KC_SWDM\KC_DATA\STEI15R.rnf 8 Impervious 1.00 acres Scaling Yr: 8 Total Area : 1.00 acres Peak Discharge: 1.18 CFS at 6:30 on Jan 9 in Year 8 Storing Time Series File:1AC- IMP.tsf 8 Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage /Discharge curve: lac- imp.tsf Flow Frequency Analysis Time Series File:lac- imp.tsf Project Location:Sea -Tac Frequencies & Peaks saved to File:1AC- IMP.pks - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.476 6 8/27/01 18:00 0.332 8 9/17/02 17:45 0.901 2 12/08/02 17:15 0.383 7 8/23/04 14:30 0.505 5 10/28/04 16:00 0.532 4 10/27/05 10:45 0.646 3 10/25/06 22:45 1.18 1 1/09/08 6:30 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 1.18 1 100.00 0.990 0.901 2 25.00 0.960 0.646 3 10.00 0.900 0.532 4 5.00 0.800 0.505 5 3.00 0.667 0.476 6 2.00 0.500 0.383 7 1.30 0.231 0.332 8 1.10 0.091 1.09 50.00 0.980 Using the KCRTS program to generate peak runoff conservatively assuming 100% impervious area, it was estimated that the flow per acre for the 100 -year peak storm event is 1.18 cfs /ac. Off -site System (frontage pipe system on 40th Avenue South and South 126th Street): Tributary Area = 1.25 acres Tributary Flow = 1.18 cfs /ac x 1.25 acres = 1.48 cfs On -site System (overflow): Tributary Area = 0.83 acres Tributary Flow = 1.18 cfs /ac x 0.83 acres = 0.98 cfs P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 13 of 19 126th Street Short Plat Preliminary Technical Information Report individual Lots Tributary Area = 8,241 sf (max lot size) = 0.19 acres Tributary Flow = 1.18 cfs /ac x 0.19 acres = 0.22 cfs System Capacity (Manning's) Off -site and Onsite: Pipe (12" diameter pipe @ 3.58% minimum design slope): Manning Pipe Calculator Given Input Data: Shape Circular Solving. for Flowrate Diameter 12.0000 in Depth 12.0000 in Slope 0.0358 ft /ft Manning's n 0.0120 Computed Results: Flowrate 7.3029 cfs Area 0.7854 ft2 Wetted Area 0.7854 ft2 Wetted Perimeter 37.6991 in Perimeter 37.6991 in Velocity 9.2983 fps Hydraulic Radius 3.0000 in Percent Full 100.0000 % Full flow Flowrate 7.3029 cfs Full flow velocity 9.2983 fps Pipe Capacity = 7.30 cfs 4 > 1.48 cfs 4 OK V -Ditch On -site System (overflow): Channel Calculator Given Input Data: Shape Trapezoidal Solving for Flowrate Slope 0.0050 ft/ft Manning's n 0.0300 Depth 12.0000 in Height 120000.0000 in Bottom width 0.0000 in Left slope 0.5000 ft /ft (V /H) Right slope 0.5000 ft /ft (V /H) P: \2006 \06110 126th Street SP\Text \Storm Reports106110 Storm Report.doc Page 14 of 19 126th Street Short Plat Preliminary Technical Information Report Computed Results: Flowrate 4.0966 cfs Velocity 2.0483 fps Full Flowrate 4.0966 cfs Flow area 2.0000 ft2 Flow perimeter 53.6656 in Hydraulic radius 5.3666 in Top width 48.0000 in Area 2.0000 ft2 Perimeter 53.6656 in Percent full 100.0000 % Critical Information Critical depth 9.1716 in Critical slope 0.0210 ft/ft Critical velocity 3.5065 fps Critical area 1.1683 ft2 Critical perimeter 41.0165 in Critical hydraulic radius 4.1016 in Critical top width 36.6862 in Specific energy 1.0652 ft Minimum energy 1.1464 ft Froude number 0.5107 Flow condition Subcritical Channel Capacity = 4.10 cfs 9 > 1.48 cfs 9 OK individual Lot (6" diameter @ 0.5% min): Manning Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 6.0000 in Depth 6.0000 in Slope 0.0050 ft /ft Manning's n 0.0120 Computed Results: Flowrate 0.4298 cfs Area 0.1963 ft2 Wetted Area 0.1963 ft2 Wetted Perimeter 18.8496 in Perimeter 18.8496 in Velocity 2.1891 fps P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 15 of 19 126th Street Short Plat Preliminary Technical Information Report. Hydraulic Radius 1.5000 in Percent Full 100.0000 % Full flow Flowrate 0.4298 cfs Full flow velocity 2.1891 fps Critical Information Critical depth 4.7575 in Critical slope 0.0084 ft/ft Critical velocity 3.5483 fps Critical area 0.1714 ft2 Critical perimeter 12.9398 in Critical hydraulic radius 1.9075 in Critical top width 6.0000 in Specific energy 0.6154 ft Minimum energy 0.5947 ft Froude number 0.7191 Flow condition Subcritical Pipe Capacity = 0.43 cfs > 0.22 cfs 9 OK All proposed systems are shown to have adequate capacity to convey estimated flows. Note that flows are conservatively estimated assuming 100% impervious area and that design flows used were those generated for the 100 -year peak storm event which exceeds those of the 25 -year event as required by the 1998 KCSWDM. 6. SPECIAL REPORTS AND STUDIES • Percolation Test Report, prepared by Robin A. Owen for Keystar, Inc., received by the City of Tukwila in April 2000. Report included in Appendix B. 7. OTHER PERMITS None at this time. 8. TEMPORARY EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN Temporary Erosion and Sedimentation Control measures that minimize the transportation of sediments to the drainage system have been proposed. Siltation fences and a rock construction entrance will be the primary BMP's. It is likely that the developer will be grading the site in stages per each lot. Additional BMP's may be required if mass - grading of the site occurs. It is anticipated that there is little potential for erosion to downstream properties since very little grading is proposed near the bottom slope of the lots to the south. The installation of the filter fence should P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 16 of 19 • • 126th Street Short Plat Preliminary Technical information Report adequately protect the downstream area from any adverse erosion impact. 9. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT The Owner and or the contractor will provide the required bond and liability assurances. 10.OPERATIONS AND MAINTENANCE MANUAL The proposed drainage facilities (infiltration trenches, pipes, and ditch) will remain private and will be maintained and operated by the owner. P: \2006 \06110 126th Street SP \Text \Storm Reports \06110 Storm Report.doc Page 1 7 of 19 EXISTING CONDITIONS PHOTOS (ECP): ECP1: Looking toward southwest corner of the property from South 126 Street showing land cover and topography. ECP2: Looking toward the southwest potion of the property from South 126th Street showing general shrub and 2nd growth forest land cover. ECP3: Looking toward southeast corner of property along 41st Avenue South showing frontage (no improvements). ECP4: Looking west along South 126` Street from intersection with 41' Avenue South (high point) showing existing pavement along frontage (no improvements to either side). • ECP5: Looking west along South 126th Street at road transition to 40th Avenue South showing grade of road. ECP6: Looking east along South 126th Street near 40th Avenue South showing road grade and utility poles and luminares to be relocated. ECP7: Looking south along the west side of 40th Avenue South showing thickend edge curb. ECP8: Looking south along the east side of 40th Avenue South showing existing pavement (no improvements). DOWNSTREAM PHOTOS (DSP): DSP!: Looking south along the east side of 40th Avenue South from southwest corner of property showing existing downstream ditch (approximately 3 ft wide x 1.5 ft deep). DSP2: Looking northwest toward 12" concrete culvert crossing west beneath 40th Avenue South near its intersection with South 128th Street (approximately 5ft wide x 2.5ft deep). DSP3: Looking south along East Marginal Way South showing downstream catch basin from 12" culvert. No standing water was observed in catch basin on this day. DSP4: Looking northwest along the west side of East Marginal Way South from the South 128th Street. • • Appendix B — Percolation Test Report R. N. PARNELL COMPANY • KEYSTAR, INC. RESIDENTIAL BUILDING. PERMITS CITY OF TULWILA PUBLIC WORKS: COMMENTS D2000 -035, 36, 37, &:38. ' APRIL 24, 2000 . CIVIL ENGINEERING • WATER RESOURCES ENGINEERING MANAGEMENT • ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT WRITTEN DESCRIPTION ON CONSTRUCTION STAGING Site cleanng: was completed in March 2000 and subse uentl� " stopped b -•ci 4 Y PIS Y ty Of Tukwila Erosion control was placed to ;the fonri of sediment - fabric- fence: :along the "perimeter and hydroseeding on those areas -e pbsed-and not w+ rked . The site was inspected' on April` 2000 and the parcels cleared =areas were 5, _ . Stabilized and •the'fabric fence upright and- functioning - No erosion was noted...: Clearing limits are the full site areas_,for each lot and proposed 9®t when residential building commences -due to the configuration. size and area -Of the lots.. Total area of the 8 Tots; is: about 2 acres. The two parcels to the south -of South 126th Street are in the process of being. short prat •ttieretorethere are only two -legal lots - :south. of South 1.26 ' street and:six Tots. north, of south 1 26ht; Street at this time for .residential construction permit purposes.- - Resideritral r building permit aPptications ,:have':been:submitted :and ale being. processed by the ,City.of ' u.hwila, and the, . applicant is providing suppternentar .information. as. requested;. including ithis r`esubmittaL • Residential 'Construction will commence dust as soon as the permits are issued by . the City .of. Tukwila. . Erosion control. is part of the permit `conditions :.ant will be - placed during construction to prevent sediment frori leaving the site: . 4422 187th Place S.E. • Issaquah; WA 98027 • 425/643 -3560 • FAX 425/641 -5095 TUKW01..A PUBIJC WORKS %v5,47i/ '-- LM- /477r,-(7T /o#t7 ®� 'c M es4.)4� -- ,2/A)/t'.'7 --(_/-L1 () ' / /?,411.44,, p ) 770,0 , 7 /77 ,e1,12.. 7,t,.io7 ,lJl /i '� — 4i/A9L/ e.4 1 if/e_ty Z-/ -4/ ' /fx5ve /t 7'p,E' �o �9 7 S. -� / 4d E' -m%c ), �.goc.c7 2. E G Zrvf7 .'? e-// b04 %/e-4 /goo /'iPgev »®ate :Sue . /,ovsiC /2/41-€4,.5,04-,S 419 _ . i/dPOC,j1 Co sc /Sou `a - /,-�` 5 . O44 Este/ta - - fH /P.D a /fv T7or2-■ — ,2 5, /(p -- CS /. Sc./,ez 1,Z/.41) Kam' 4'1 /.J r-. „0,e/ ,.1 ,5 7 did T SC 4,1 C,,i,Y sV-CV 7 Z RECEIVED CITY OF TUKWILA APR 2 6 2000 PERMIT CENTER RECEIVED APR 2 8 2000 TUKWILA PUBLIC WORKS � R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER I KING COUNTY CERTIFIED # D0032 I ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 = 0802 - FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE 'BELLEVUE WA 98004. PERCOLATION TEST REPORT STABILIZED PERCOLATION RATE SUBJECT PROPERTY: LOT 1 HOLE It DEPTH (MINUTE& PER INCH) PARCEL # 734060 - 0662 (A) 1 34" 11.5 2 29" 12 3 28" 12.5 4 33" 13 PARCEL it 734060 - 0661 (H) 1 29" 14.5 2 32" 13.5 3 27" 11.5 4 30" 13 5 30" 14 6 26" 13.5 7 32" 14, 8 28" 14.5 1) RECEIVED CITY OF TUKWILA 2000 RECEIVED r: } LA , _ 2/28/ . _ c PR 2 8 2000 CENTER • In co Iv kit (ti TUKWILA PUBLIC WORKS A° OWEN �i1ECervgo AF fi UKWILA APR 2.6 2000 40th AVE S. EXISTING 6' HATER LOEE FR:POSED 8• SAN 5E362 110 3200' vi Ads,, ors •0i%Cr Ac9g9Q,5 4 R -ISSO� s r 0 d s0' 1! 13230' �s 72°1 s 5 /ex, TWO X 4 §'G 2250' 2a r 0 v 7/ c 7 /Z°Q,(, 4%%c7<7°f0 i�Z' 15250' 2a 0 Ti U.) %Pf g 6PO4, 47 7Q0 '7 017 �G,? 108 ,14' r 0 4 Geotechnical Engineering Report Farnum Property Tukwila, Washington For Magestic Homes rpar) • t • ---::;—"See ••'.‘e-seee e•-. Le- - . • ';::-.;:•-•• • ' • - • ' • 1-09- fttEcE1VED PITY OF Toicwit; - (SEP 6 2007 Cornerstone Geotechnical, Inc. June 19, 2006 Mr. Mike Davis Majestic Homes 1201 Monster Road SW, #320 Renton, Washington 98055 Geotechnical Engineering Report Farnum Property Tukwila, Washington CG File No. 2064 Dear Mr. Davis: 17625 -130th Ave. NE, C102, Woodinville, WA 98072 Phone: 425 - 844 -1977 Fax: 425-844-1987 INTRODUCTION This report presents the results of our geotechnical engineering investigation at your proposed single - family residential project in Tukwila, Washington. The site is located between the 12600 block of 41s` Avenue South and 40`1' Avenue South, as shown on the Vicinity Map in Figure 1. You have requested that we complete this report to evaluate subsurface conditions and provide recommendations for site development. We have been provided with a copy of a site plan dated May 25, 2006, by Kenneth R. Anderson and Associates, titled "Davis Real Estate Group, Famum/Tiede ", that shows the existing topography at the site. PROJECT DESCRIPTION The planned development consists of a total of six single - family residences. We have not been provided SCOPE to • e tha te grading. may. jnclude cuts and -fills up -to 5.. to � 10. feet. - The purpose. of this study o7.expiore and ;:characterize:, the ,.subsurface conditions and present recommendations for site development. Specifically, our scope of services as outlined in our Services Agreement, dated March 1, 2006, includes the following: { Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 2 1. Review available geologic maps of the area. 2. Explore the subsurface conditions at the site with backhoe- excavated test pits. 3. Explore and evaluate the subgrade soils under the existing pavement at South 126t Street. 4. Provide recommendations for building foundations for the four remaining planned residences. 5. Provide recommendations for future site preparations and grading. 6. Provide general recommendations for site drainage, including recommendations for the planned infiltration/dispersal trenches based on the test results and City of Tukwila requirements. 7. Prepare a written report to document our conclusions and recommendations. SITE CONDITIONS Surface Conditions The irregularly- shaped project site is about one acre in size, and has maximum dimensions of approximately 380 feet in the east -west direction and 130 feet in the north -south direction. The site is bordered by 40th Avenue South to the west, South 126'1' Street to the north and 41' Avenue to the east. Two single family residences border the site to the south. A layout of the site is shown on the Site Plan in Figure 2. The site is generally moderately sloping to the southwest. Previous grading activities have shaped the site into three tiers. The highest tier, in elevation, exists in the eastern region of the site and steps down to the west m approximate &:to 10- foot-elevatton drops- Two foundations exist on site; with one on the upper tier in the eastern region of the site and another exist on the lower tier in the western _region of the site. The site consists of field grass, shrubs and' blackberry bushes and a large deciduous tree in the northern region of the site. • Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vachon Stade of the Fraser Glaciation, ended approximately 11,000 years ago. Many of th - eomo tc':fea res.seen today;ar a ultiof~scourin_g and overriding by glacial ice.During =the �r �g rP� Vashon Stade, areas of the Puget Sound region were overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. Part of a Cornerstone Geotechnical, Inc. C Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 3 typical glacial sequence includes advance outwash sand overlain by glacial till. Advance outwash sand is described as sand and gravel. Glacial till is an unsorted mixture of sand, silt, and gravel that was deposited below the glacier, and is commonly referred to as "hardpan." The glacial till has been consolidated under the weight of the glacier and exhibits both high strength and low permeability. The geologic units for this area are mapped on the Geology of the Des Moines Quadrangle, Washington, by Howard H. Waldron, et al (U.S. Geological Survey, 1962). The site is mapped as being underlain by a deposit of glacial till with advance outwash mapped along the steep slope to the east of the site. Our site explorations encountered varying amounts of fill material overlying glacial drift. Glacial drift, as defined in this report, is similar to glacial till but is typically less dense and exhibits sorting or contains sand seams. Explorations Subsurface conditions were explored at the site on March 7, 2006, by excavating a total of six test pits and coring through asphalt in three locations within South 126th Street. The test pits were excavated to depths of 9.7 to 12.7 feet below the ground surface. The explorations were located in the field by an engineer from this firm who also examined the soils and geologic conditions encountered, and maintained logs of the test pits. The approximate locations of the test pits are shown on the Site Plan in Figure 2. The soils were visually classified in general accordance with the Unified Soil Classification System, a copy of which is presented as Figure 3. The logs of the test pits are presented in Figures 4 and 5. ;Subsurface Conditions General: A brief description of the conditions encountered in our explorations is included below. For a more detailed description of the soils encountered, review the test pit logs in Figures 4 and 5. 'iit �lt5 s�__:: a eat the north. eastern region of the site - ; = roximateiy a to= e'"^tw`�it e' s , ' ? t :encoiuntered fillmatenalto the depths explored. at 12.7 feet. Fill material was observed to be loose to medium dense from 0.0 to 5.6 feet in depth and became medium dense at 5.6 to the bottom of the exploration. .Fill material consisted of an array of sands aiid silty sandswiWrooti rganic and "housthold'garbage: Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Famum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 4 Test Pit 2 was excavated on the north side of the existing foundation in the eastern region of the site. Fill material consisting of medium dense, gray silty fine to medium sand with gravel was encountered at the surface of the exploration to 2.3 feet in depth and a layer of buried topsoil was observed beneath the fill from 2.3 to 2.6 feet in depth. The buried topsoil consisted of loose to medium dense, dark gray to black silty fine to medium sand with gravel. Medium dense, brown mottled gray silty fine to medium sand with gravel was observed beneath the topsoil at 2.6 to 3.8 feet in depth and was evaluated as being a native deposit. The test pit was completed in dense, brownish -gray silty fine to medium sand with gravel at a depth of 9.9 feet. This material is interpreted as glacial drift. Test Pits 3 and 4 were excavated on the second tier in the central region of the site. Test Pit 3 was excavated in the central region of the middle tier on a small knob. Loose to medium dense fill and topsoil were observed in Test Pit 3 from -the surface to a depth of 2.6 feet, and native medium dense to dense silty fine to medium sand with gravel was observed from 2.4 to 10.2 feet in depth. This material is interpreted as glacial drift. Test Pit 4, excavated in the northwest region of the middle tier, encountered loose to medium dense fill material from the ground surface to 6.6 feet in depth and medium dense fill at depths of 6.6 to 11.5 feet. Medium dense to dense, native grayish -brown silty fine to medium sand with gravel was observed at the bottom of the excavation at 11.5 to 11.9 feet in depth. This material is interpreted as glacial drift. Test Pit 5, excavated at the northwest corner of the existing foundation on the lower tier in the western region of the encountered 0.6 feet of topsoil and fill material from 0.6 to 10.5 feet in depth. Fill material - - -was evaluated as .being medium :dense to dense.- Native dense; grayish -brown silty fine 'to medium sand with gravel was observed at 10.5 to 11.0 feet in depth. This material is interpreted as glacial drift. *. encounterei etbf n e' nortliwost ;corner of +the' site" 2teri at consisting of junibleda gray and brow& silty fine -to medium sand with gravel. The test pit was completed in native medium dense to dense silty fine to medium sand with gravel from 7.6 to .9.7 feet,in depth. This material is interpreted as glacial drift. Roadway Cores: Three locations were cored within South 126th Street, beginning with Core 1 near the intersection of 40th Avenue South and ending at Core 3 at the intersection with 41' Avenue South. Cores Cornerstone Geotechnical, Inc. { Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 5 1 and 2 encountered 4 inches of asphalt with a thin layer of 5/8 -inch minus crushed rock undemeath the asphalt. Dense silty fine to medium sand with gravel was observed beneath the crushed rock. Core 3 encountered approximately 5 inches of asphalt and approximately 1 foot of pit run material consisting of fine to coarse sand with gravel before encountering dense silty sand with gravel. The subgrade soils were probed with a 1 /2- inch - diameter steel probe rod and the probe rod did not penetrate more than an inch in depth. Hydrologic Conditions Slight to moderate groundwater seepage was observed in Test Pits 4 and 5 at depths of 8.5 and 7.3 feet, respectively. Groundwater was observed in Test Pit 4 within a layer of fill containing fine gravel with silty fine sand. The fine gravel had the appearance of washed rock and could be an old drain field. Groundwater in Test Pit 5 was observed in a layer of fill consisting of fine to coarse sand with gravel. The dense drift soils encountered at the base of our explorations are considered poorly draining. During the wetter times of the year, we expect perched water conditions will occur as pockets of water on top of the drift layer. Perched water does not represent a regional groundwater "table" within the upper soil horizons. Volumes of perched groundwater vary depending upon the time of year and the upslope recharge conditions. GEOLOGIC HAZARDS Landslide Hazards The_core of the site is inferred to be composed of: glacially overridden soils. We consider these soils to be of high strength and considered to be stable with regard to deep- seated slope failures. We did not observe indications of surficial seepage on the site, nor did we observe indications of shallow or deep- seated slope failures. There is a potential that the surfi cial soils on the steeper sections of the slope could slough over ;•�a�ale >�'_.:��, _.9_ 1 _ _!_0 \. _. i, a�E impacts: The.:risk of loci `even 4'' dr de ifproper drainage is installed, vegetation on= the.slope are - affected by urfaole watet.'and :nom pnade ; is maintained, and yard waste and other debris are kept off the slopes. We would expect if a slough event were to occur, it would be small in scale and . relatively shallow. We did not observe any indication of recent sloughing on site Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 6 Erosion Hazard The erosion hazard criteria used for determination of affected areas include soil type, slope gradient, vegetation cover, and groundwater conditions. The erosion potential is related to vegetative cover an d the specific surface soil types (group classification), which are related to the underlying geologic units. Over the majority of the site we consider the erosion hazard to be slight with vegetative cover in place and moderate when stripped of vegetation. Steeper areas, such as fill embankments, are generally considered to have moderate potential for erosion when covered with vegetation and high when stripped of vegetation. Best management practices (BMPs) and applicable codes should be followed during site grading to limit potential for erosion. We do not expect this site will require unusual or extreme erosion management methods. There are no water bodies adjacent to the site. Seismic Hazard It is our opinion based, on our subsurface explorations, that the Soil Profile in accordance with Table 1615.1.1 of the 2003 International Building Code (IBC) is Soil Class C. We referenced the 2002 map from the US Geological Survey (USGS) website to obtain values for S, and SI. The USGS website includes the most updated published data on seismic conditions. The seismic design parameters are: SS 148.36% g S, 51.09% g Fe 1.0 F, 1.3 From Table 1615.1.2(1) of the 2003 IBC From Table 1615.1.2(2) of. the 2003. IBC Site specific coefficients and adjusted maximum considered earthquake spectral response acceleration parameters apply as shown in Section 1615.1 of the IBC. ti - '`° •.-�. 4-. r _ . • .' _ - ai ors. E. ABttutn seisnuP o, fr; -a t,r S1bzxfDfen tcl;daamplificahon of grouri`mohons by:. re soft soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The underlying dense soil is considered to have a very low potential for liquefaction and amplification of ground motion.:. Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 7 CONCLUSIONS AND RECOMMENDATIONS General It is our opinion that the site can be developed into a residential subdivision. There are many areas of geotechnical concern, and the planned development of the site will have to be designed to create a stable condition. We recommend that the foundations for the structures extend through any topsoil, fill, loose, or disturbed soils, and bear on the underlying medium dense or firmer, native glacial soils, or on controlled structural fill extending to these soils. Based on the depth of the fill encountered by our explorations, we expect that a deep foundation system, such as drilled piers, will be needed for the planned residences. Alternatively, the fill could be over - excavated and replaced with rock spalls or structural fill as recommended in the Foundations subsection of this report Based on the soils encountered in our explorations, it is our opinion that the subsurface conditions at the site do not appear to be feasible for a storm water infiltration system or full dispersion -type system. Because the lots are small, we recommend that you consider one or more of the following alternatives; limited infiltration, basic dispersion, rain garden, permeable pavement and rainwater harvesting similar to those alternatives provide in the King County Surface Water Manual (KCSWM) — Appendix C, 2005. Dry wells could also be used between the house and roadway. We have attached with this report a typical dispersion trench that will allow for infiltration. If the storm water volume is large, the trench will fill up then disperse over the ground surface. A vegetative buffer of at least 25 feet should be maintained from the dispersion trench to the -'property line: We have included in this report typical sections from the KCSWM, which illustrates such a system. The dispersal trench should be at least 10 feet long for each 700 square feet of impermeable surface area collected. We should be retained to review the storm design • and evaluate the location of the trenches and how they relate_ to the slopes 'vim- ^e,51i. T1ie soils h�cely o be expose during construction are highly `moisture' sensitive and will disturb easily when wet or during wet conditions. We recommend that construction take place during the drier summer months, if possible If construction takes place during the wet season, additional expenses and delays should be expected due to the wet conditions 'Additional expenses' could include additional depth of site Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 8 stripping, export of on -site soil, the import of clean granular soil for fill, and the need to place a blanket of rock spalls in the access roads and paved areas prior to placing structural fill. Discussion on Settlement Potential of the Existing Fill Our concern with the existing fill is that it is difficult to confidently characterize its engineering properties and its consistency throughout the site. Even if the test pit explorations were representative of the range of fill characteristics across the site, potential settlement could not be estimated with standard geotechnical procedures. Instead, it would be estimated empirically, based on experience with past performance of other uncontrolled fills and existing conditions. If the explorations were not representative of the existing fill, additional unknowns would be realized. These include the aerial extent of fill, the range of total depths of fill, the material type and consistency, depth to, and thickness of, compressible zones, possible existence of voids, debris or highly organic zones, and possible existence of well compacted fill. Settlement of the existing fill could impact planned hard surfaces, such as roadways, sidewalks, and garage slabs, causing cracking. Also, where the fill extends deeper than the planned underground utilities (e.g., sewer lines), settlement of the fill under the utility lines could result in a localized "bellying" of these lines. Therefore, we recommend that gravity-based underground piping systems be designed with a gradient sufficient to counter the effects of localized settlement. Alternatively, the utility trenches can be overexcavated through the loose or fill zones, with the removed soil replaced with compacted structural fill. The settlement potential really depends on the density of the existing fill. Site Preparations and Grading The first step of site preparation should be to strip the vegetation, topsoil, or loose soils to expose medium dense or firmer native soils in pavement and building areas. The excavated material should be removed —� • _ , 1e` compacted �.._, esultucg subgrade should be c to a firm, non- yielding condition. Areas observed`fa' pump or`weave should be repaired prior to placing hard surfaces. Due to fill depths encountered, alternative to excavating fill soils may be needed and can be evaluated at the time of construction._ -.Y -- -vv'.' The soils likely to be exposed during construction are considered highly moisture sensitive, and the surface will disturb easily when wet. We expect these soils would be difficult, if not impossible, to Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 9 compact to structural fill specifications in wet weather. We recommend that earthwork be conducted during the drier months. Additional expenses of wet weather or winter construction could include extra excavation and use of imported fill or rock spalls. During wet weather, alternative site preparation methods may be necessary. These methods may include utilizing a smooth - bucket trackhoe to complete site stripping and diverting construction traffic around prepared subgrades. Disturbance to the prepared subgrade may be minimized by placing a blanket of rock spalls or imported sand and gravel in traffic and roadway areas. Cutoff drains or ditches can also be helpful in reducing grading costs during the wet season. These methods can be evaluated at the time of construction. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field - observation procedures would include the performance of a representative number of in -place density tests to document the attainment of the desired degree of relative compaction. Materials: Imported structural fill should consist of a good quality, free - draining granular soil, free of organics and other deleterious material, and be well graded to a maximum size of about 3 inches. Imported, all- weather structural fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. 3 /4-inch sieve. The use of on-site soil as_structural. fill. Will be dependent' on moisture .content control. Some drying of the native soils may be necessary in order to achieve compaction. During warm, sunny days this could be accomplished by spreading the material in thin lifts and compacting. Some aeration and/or addition of We expect that compaction of the native soils to structural fill Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. Fill should be placed in 8- to 10- inch -thick uniform lifts, and each lift should be spread evenly and be thoroughly' compacted pnor°to placetnentoftubsequentlifts: `All structural:'. fill underlying building areas, and within a depth of 2 feet below pavement and sidewalk subgrade, should be compacted to at least 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 10 determined by the ASTM D1557 compaction test procedure. Fill more than 2 feet beneath sidewalks and pavement subgrades should be compacted to at least 90 percent of the maximum dry density. The moisture content of the soil to be compacted should be within about 2 percent of optimum so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet surficial soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or groundwater. It is exceedingly difficult under these variable conditions to estimate a stable temporary cut slope geometry. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. For planning purposes, we recommend that temporary cuts in the fill zones and near - surface weathered soils be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:1V). Cuts in the dense drift may stand at a 1H:1V inclination or possibly steeper. If groundwater seepage is encountered, we would expect that flatter inclinations would be necessary. We recomiriend that cut slopes be= :protected hfrom erosion . Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHAJOSHA standards. K CXS ul _ b-142,7 Final,siope inclnations -=for s ,a n • e tuts m he native Oils- e no steeper than 2H 1 V '. Lightly compacted fills or common fills should be no steeper than 3H: 1 V. Common fills are defined as fill material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill ' Final`sTopes- should be vegetated and covered with straw' or jute netting: The vegetation should be maintained until it is established. Cornerstone Geotechnical, Inc. Unified Soil Classification System MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON number 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON NO.4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY- GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND W1TH FINES SM SILTY SAND SC CLAYEY SAND FINE - GRAINED SOILS MORE THAN 50% PASSES NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D 2488 -83. 2) Soil_classlfcation using laborato Moist Damp, but no visible water, .- -� �''�We t/tslbfe`free water o� satu t d m_� -- _.... - >bsuall soil is obtained from > :.... 3) Descriptions of soil density or below water table consistency are based on interpretation of blowcount data, visual appearance of soils, and /or test data:. Cornerstone Phone: (425) 844 -1977 Geotechnical, Inc. Fax: (425) 844 -1987 17625 -130th Ave NE, C -102 • Woodinville, WA• 98072 Unified Soil Classification System Figure 3 9 DEPTH LOG OF EXPLORATION USC SOIL DESCRIPTION TEST PIT ONE 0.0 - 0.3 GP FINE GRAVEL WITH FINE TO COARSE SAND (MEDIUM DENSE, MOIST) (FILL) 0.3 - 2.2 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 2.2 - 5.6 SM DARK BROWN TO BLACK SILTY FINE TO MEDIUM SAND WITH GRAVEL ROOTS AND HOUSEHOLD GARBAGE (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 5.6 -10.5 SM BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) (FILL) 10.5 - 12.1 SM JUMBLED GRAY BROWN AND BLUISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) (FILL) 12.1 - 12.7 SP BROWN FINE TO MEDIUM SAND WITH TRACE ROOTS AND ORGANICS (MEDIUM DENSE, WET) (FILL) TEST PIT TWO 0.0 -2.3 SM 2.3 -2.6 SM 2.6 - 3.8 SM 3.8 - 9.9 SM TEST PIT THREE 0.0 - 1.5 1.5 - 2.4 2.4 - 5.3 SM SAMPLES WERE COLLECTED AT 8.2, 11.2, 11.8 AND 12.7 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 12.7 FEET ON 3/7/06 DARK GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) DARK GRAY TO BLACK SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) (TOPSOIL) BROWN MOTTLED GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 3.4 AND 6.7 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 9.9 FEET ON 3/7/06 BROWN SILTY FINE ,TO MEDIUM SAND WITH GRAVEL AND ROOTS (MEDIUM DENSE, MOIST) :(FILL) DARK BROWN TO BLACK SILTY FINE SAND WITH ROOTS AND ORGANICS (LOOSE TO MEDIUM DENSE, MOIST) (TOPSOIL) SM BROWN MOTTLED GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST TO WET) Er IUM SmD WITH.Q RAVEL (DEN$E;'](il0IS.T);IGLAGIAL SAMPLES WERE COLLECTED AT 3.1 AND 7.2 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.2 FEET ON 3/7/06 Qa_ CORNERSTONE GEOTECHNICAL, INC. FILE NO 2064 FIGURE 4 DEPTH • • LOG OF EXPLORATION USC SOIL DESCRIPTION TEST PIT FOUR 0.0 - 2.4 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL AND ORGANICS (MEDIUM DENSE. MOIST) (FILL) 2.4 - 6.6 SM JUMBLED GRAY AND BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST TO WET) (FILL) 6.6 - 7.7 SW FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE, WET) (FILL) 7.7 -11.5 GP FINE GRAVEL WITH SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, WET) (FILL) 11.5 -11.9 SM GRAYISH BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE TO DENSE, MOIST) (GLACIAL DRIFT) SAMPLES WERE COLLECTED AT 3.1, 6.9, 7.9 AND 11.7 FEET MODERATE GROUND WATER SEEPAGE WAS ENCOUNTERED AT 8.5 FEET MODERATE TEST PIT CAVING WAS ENCOUNTERED BELOW 5.2 FEET TEST PIT WAS COMPLETED AT 11.9 FEET ON 3/7/06 TEST PIT FIVE 0.0 - 0.6 SM DARK BROWN TO BLACK SILTY FINE SAND WITH ROOTS AND ORGANICS (LOOSE, MOIST) (TOPSOIL) 0.6 - 3.8 SM BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) 3.8 -8.0 SM BROWNISH GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (FILL) 8.0 - 10.5 SW BROWN FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) 10.5 - 11.0 SM GRAYISH BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) TEST PIT SIX 0.0 - 7.6 7.6 - 9.5 9.5 - 9.7 SM SM SAMPLES WERE COLLECTED AT 8.4 AND 11.0 FEET SLIGHT GROUND WATER SEEPAGE WAS ENCOUNTERED AT 7.3 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 11.0 FEET ON 3/7/06 .._ JUMBLED _GRAY :AND .BROWN SILTY FINE TO MEDIUM SAND. WITH GRAVEL (MEDIUM DENSE, MOIST) (FILL) BROWN SILTY FINE TO MEDIUM SAND WITH GRAVEL (MEDIUM DENSE, MOIST) GRAY SILTY FINE TO MEDIUM SAND WITH GRAVEL (DENSE, MOIST) (GLACIAL DRIFT) �, k SAMPLES WERE COLLECTED ■AT 6,6,8.3 AND 9.7 FEET $EG1�AJVO_TICQUNTERED • -4 ci r -:mY • '. ry ,(l S OENCfOUNTERED' TEST PIT SVRS COMPLETED AT 9.7 FEET ON 3/7/06 CORNERSTONE GEOTECHNICAL, INC. FILE NO 2064 FIGURE 5 • Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 12 foundation widths should conform to IBC requirements. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. An increase of one -third is allowed when using the alternate load combination in Section 1605.3.2 of the IBC that includes wind or earthquake loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and Y2 -inch differential between footings or across a distance of about 30 feet. Higher soil bearing values may be appropriate for footings founded on the unweathered drift, and with wider footings. These higher values can be determined after a review of a specific design. Lateral Loads The lateral earth pressure acting on retaining walls is dependent on the nature and density of the soil behind the wall, the amount of lateral wall movement, which can occur as backfill is placed, and the inclination of the backfill. Walls that are free to yield at least one - thousandth of the height of the wall are in an "active" condition. Walls restrained from movement by stiffness or bracing are in an "at -rest" condition. Active earth pressure and at -rest earth pressure can be calculated based on equivalent fluid density. Equivalent fluid densities for active and at -rest earth pressure of 37 pounds per cubic foot (pcf) and 57 pcf, respectively, may be used for design for a level backslope. These values assume that the on- site soils or imported granular fill are used for backfill, and that the wall backfill is drained. The preceding values do not include the'effects`of surcharges; such as due to 'foundation loads or other surface loads. Surcharge effects should be considered where appropriate. The above drained active and at -rest values should be increased by a uniform pressure of 8.2H and 25.7H psf, respectively, when considering seismic. conditions._ H represents. the wall height. , is The ' AO-N /6' eral° pressuzes may Be re t d tji ctioli at-the base of the wall and passive resistance against the foundation, concrete piers, and grade beams. A coefficient of friction of 0.45 may be used to determine the base friction in the native. glacial soils. An equivalent fluid density of 225 pcf may be used r _ for passive resistance design. To achieve this value of passive pressure, the foundations should be poured "neat" against the native dense soils, or compacted fill should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance at least equal to three times Cornerstone Geotechnical, Inc. l Geotechnical Engineering Report Famum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 11 Foundations General: In our opinion, the site is suitable for support of the planned building provided that the foundations are extended down into the medium dense or better native soils. This can be accomplished with a deep foundation system, such as drilled piers, or by overexcavating down to medium dense or better native soils. Due to the depth of fill encountered in our explorations, we expect that pre - drilled shafts for concrete piers would be a more economical and expedient option than overexcavation. Drilled Piers: Drilled piers can be used to support residences or portions of residences where fill exists between the planned footing elevation and the underlying dense native soils. The piers are constructed by drilling an open hole through any fill or loose surficial soils and into the dense native soil. The hole is then filled with concrete immediately to reduce the chance of caving. The bearing capacity of the piles will be subject to the soil conditions encountered, the depth into the bearing soils, and the diameter of the pile. Since the required embedment depth is also tied to the potentially variable depth of fill or loose soils, pile depth may vary from house to house and from pile to pile. We recommend vertical load capacities for a 12 to 16 inch pile embedded 3 feet into native soil will support a vertical load of 8 to 10 tons. We are available to provide greater load capacities based on the size and embedment of the pile. An increase of one -third is allowed when using the alternate load combination in Section 1605.3.2 of the IBC that includes wind or earthquake loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1 -inch total and i/2 -inch differential between footings or across a distance of about 30 feet. We should be retained to evaluate the drilling of the holes to "venfy'beanng-soils °are encountered. Conventional Foundations: Conventional shallow spread foundations should extend through the existing fill zone and be founded on undisturbed, medium dense or firmer soil. If the soil at the planned ;;L ibbttbxi lfgazitua 4e, , x FE_ __'41i-6-'244 p k : 6xo } ¢xcavated`to expose: suitable beanng,soil Tid _ z-- `''. the excavation should be fiI1e *isifffodTc sphllslir §tructural'fill, br the footing may be over - poured with extra concrete. If structural fill or rock spalls are used, the trench should extend at least 1 foot beyond the footing on each side for every 2 feet of rock that will be placed under the footing. Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and it should also extend at least 1 foot into bearing soils, whichever is deeper. Minimum Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 13 the foundation depth. A factor of safety of 2.0 has been applied to the passive pressure to account for required movements to generate these pressures. The friction coefficient does not include a factor of safety. All wall backfill should be well compacted. Care should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the wall backfill. This can be accomplished by placing wall backfill in 8 -inch loose lifts and compacting with small, hand- operated compactors. Slabs -On -Grade Slab -on -grade areas should be prepared as recommended in the Site Preparation and Grading subsection. Slabs should be supported on medium dense or firmer native soils, or on structural fill extending to these soils. Where moisture control is a concern, we recommend that slabs be underlain by 6 inches of free - draining coarse sand or pea gravel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the capillary break. An additional 2- inch -thick damp sand blanket should be used to cover the vapor barrier to protect the membrane and to aid in curing the concrete. This will also help prevent cement paste bleeding down into the capillary break through joints or tears in the vapor barrier. The capillary break material should be connected to the footing drains to provide positive drainage. Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate stornrwater discharge system. We suggest that the finished ground surface be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the buildings, as indicated in IBC Section 1803.3. Surface water should be collected by permanent catch basins and drain lines, and be discharged i to a storm drain system Surface water should be dispensed as t owi qii tli;e tta � , I ctibr - `figure 2 B T -If it is detemtined` the dispersal trench is not feasible, other alternatives could be used and should follow any codes by the City of Tukwila. Since the storm water may infiltrate into the existing fill, we should be retained to evaluate the locationofthe discharging areas toyevaluateTstabrlty and,settlement of the fill: We recommend that footing drains be used around all of the structures where moisture control is important. It is good practice to use footing drains installed at least 1 foot below the planned finished Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 14 floor slab or crawl space elevation to provide drainage for the crawl space. At a minimum, the crawl space should be sloped to drain to an outlet tied to the drainage system or to a pipe that allows positive flow until it daylights. Surface water or groundwater should not be allowed to puddle in the crawl space. The footing drains should consist of 4- inch - diameter perforated PVC pipe that is surrounded by free - draining material, such as pea gravel. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point. Crawl spaces should be sloped to drain, and a positive connection should be made into the foundation drainage system. For slabs -on- grade, a drainage path should be provided from the capillary break material to the footing drain system. Roof drains should not be connected to wall or footing drains. Utilities Our explorations indicate that specific deep dewatering will not be needed to install utilities. Anticipated groundwater is expected to be handled with pumps in the trenches. We also expect that some groundwater seepage may develop during and following the wetter times of the year. We expect this seepage to mostly occur in pockets. We do not expect significant volumes of water in these excavations. The soils likely to be exposed in utility trenches after site stripping are considered highly moisture sensitive. We recommend that they be considered for trench backfill during the drier portions of the year. Provided these soils are within 2 percent of their optimum moisture content, they should be suitable to meet compaction specifications. During the wet season, it may be difficult to achieve compaction specifications; 'therefore, soil amendment_ w;ith='kiln dust •or. cement may be needed to achieve proper compaction with the on -site materials. Pavement ',-tc > ccond> Q,l s °Qf the nderlymg subgrade::- 13asedroritie -'cores talc i inne6tir iire to tiro t,appeared =that the paved,road •section•was novas-thick as County standards would dictate. However, the underlying subgrade appeared to be firm, and the road surface appeared to be performing adequately. We recommend that the existing asphalt surfacing be left in place during construction and evaluated for its: performance under the repeated heavy loading typically associated with construction traffic (e.g., trucks, loaders, etc.). Cornerstone Geotechnical, Inc. Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 15 In all areas other than the existing pavement, we recommend that the subgrade soils under planned hard surfaces be prepared as described in the Site Preparation and Grading subsection of this report. Prior to placing base material, the subgrade soils should be compacted to a non - yielding state with a vibratory roller compactor and then proof - rolled with a piece of heavy construction equipment, such as a fully - loaded dump truck. Any areas with excessive weaving or flexing should be overexcavated and recompacted or replaced with a structural fill or crushed rock placed and compacted in accordance with recommendations provided in the Structural Fill subsection of this report. CONSTRUCTION OBSERVATION We should be retained to provide observation and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, and to provide recommendations for design changes, should the conditions revealed during the work differ from those anticipated. As part of our services, we would also evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. USE OF THIS REPORT We have prepared this report for Majestic Homes and its agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report, for consideration in design. There are possible 41 vat1741 6n$4sr o. c r o en;o -myt a et -i} t jlanning elUd&'CO in encles inbud et=F ari ` schedule; slip ld�aieas`he found°witirc'bn htfong fhat-vary'from those described in this report. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our services havebeen completed in accordance;with-.generally- accepted practices:followedsin this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. Cornerstone Geotechnical, Inc. \ •.N I ‘., • / \\ \ \ • Site Plan LEGEND 1=11t'Wr= ---- '''''4".•• TP-1 ' 0 40 Number and Approximate Location of Test Pit Scale 14 = 40'. C-1 Numberand Approximate Location of Roadway Cores 344-1977 Majestic Homes -,,Farnum Property Reference: Site Plan based on electronic site plan844-1987 dated May 25, 2006 and titled "Farnum / Tiede". File Number Figure 8072 2064 1 2 Geotechnical Engineering Report Farnum Property Tukwila, Washington June 19, 2006 CG File No. 2064 Page 16 We appreciate the opportunity to be of service to you. If there are any questions concerning this report or if we can provide additional services, please call. Sincerely, Cornerstone Geotechnical, Inc. Jeff Laub, LG Project Geologist LEXPIRES 08/16/0% 1 Rick B. Powell, PE Principal JRW:JPL:RBP:nt Three Copies Submitted .Five Figures, Attachments: Fi .2.4.B from the 2005 Kin Cornerstone Geotechnical, Inc. 118TH Vicinity Map 118TH • I r- 1i 284 zl' BAKER c —TT 1.72ND". =e 7 34TH Cornerstone Phone: (425) 844 -1977 1'r Fax: (425) 844 -1987 Geotechnical, Inc. 17625 -130th Ave NE, C -102 • Woodinville, WA • 98072 Majestic Homes - Farnum Property File Number Figure 2064 1 City of Tukwil Department of Co unity Development 8300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431 -3870 FAX (206) 4313865 ` E -mall: tukplanCdltukwlla.wa.ue SHORT PLAT NUMBER L09 -059 DECLARATION • KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(8) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 59.17.060 AND ACKNOWLEDGE THAT • ' SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF NYE 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(8). • IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. DINH THONG USA, LLC • BY: ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUAL W4I0 EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACNNOWLEDOED THAT HE/SHE SIGNED THE SAME AS HISIHER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. O GIVw EAL 'NoENN UNDER MY HAND AND OFFICIAL Ss O DAY OFJC 201 a SIGNATURE NAME AS COMMISSIONED: !iYl t e W f G /f�P/I C TILE ACIS1i.V 6 W APPOINTMENT EXPIRES: f 5• / q LAND SURVEYOR'S CERTIFICATE L TERRELL C. FERGUSON, REGISTERED AS A LAND SURVEYORS). THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT 18 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 HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS ST ON THE GROUND A8 DEPICTED ON THE PLAT. �n n C. FERGUSON, PLS 2� 6 SURVEY IN SE 1/4 OF SW 1/4 OF SECTION 10 T. 23 N.12. 4 E. W.M., IN KING COUNTY, WASHINGTON • 2t) Z DATE ( III ..M _ ll tf��iUll .20120315900009 0 NH THING USA SPA 133.00 PAGE -001 OF 002 03/15/2012 KG CO 1319 (,/GLng County Mene�� upt of Records and ' Elections LORRAINE RAITEMON • LEGAL DESCRIPTION (EXISTING) • (PER STEWART TREE 4T1ARAITY COMPANY, GUARANTEE NO. SC14631- 12037. DATED MARCH 5.2009) PARCEL B: THE NORTH 13250 F• FT OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDEC, IN VOLUME 10 OF PLATS, PAGE(S) 74, RECORDS OF KING COUNTY, • WASHINGTON; . -) • • EXCEPT THAT P0RT r.N THEREOF, CONDEMNED FOR STATE HIGHWAY UNDER ICING COUNTY SUPERIOR COURT C1.USE NUMBER 647372 . • I EXCEPT THE SOUTH.'5.50 FEET OF THE WEST 11 &00 FEET THEREOF. (BEING REVISED PARCEL B, BOUNDARY LINE ADJUSTMENT NUMBER L06•74, RECORDED UNDER KING COUNTY RECORDING 140.20000219900004) LEGAL D .SCRIPTIONS'(NEW) ' LOT 1 THE WEST 118.00 NETT OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRAC:.T. ACCORDING TO THE PLAT THEREOF RECORDED DI VOLUME 10 OF PLATS, PAGE 74, RE ;,RDS OF KING COUNTY, WASHINGTON, EXCEPT THE SOUTH 150 FEET THEREOF, AND EXCEPT THAT PO N DEDICATED TO THE CITY OF TUKWILA By INSTRUMENT RECORDED UNDER 10 COUNTY RECORDING ND. 1-0174514 D 01141 TOGETHER WITH A S FPJVATE WATER UNE EASEMENT PER K.C. REC. N0. 20070725001690. - GRANTOR • LOT 2: THE EAST 61.50 FEET OF THE WEST 179.50 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLAT'¢, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON, TOGETHER WITH S WATER UNE BASEMENT PER KC, REC. N0. li SUBJECT TO CITY OFTUKWILASII IEWALKEASEMENTPERKC.REC.NO. 1L0$J4 00114`'. SUBJECT TO 10' PR11'ATE STORM DRAINAGE EASEMENT PER K.C. RREE��.. NO. 2012034400 a 62!. AND TOGETHER wmI A10' PRIVATE STORM DRAINAGE PER K.C. REC. NO 201170725001690. . THE EAST 61.50 FEET OF THE WEST 241.00 FEET OF THE NORTH 132.50 FEET OF TRACT 45, RIVERSIDE INTER..NBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLAT:, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON,; SUBJECT TO A�NwD� .TCDETIER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER KC. RED. N0. Zyy 5;40011 62, TOGETHER WITH A 17 PRIVATE STORM DRAINAGE EASEMENT PER KC. „EC.NO. 20070725001 AND TOGETHER WITH A f PRIVATE WATER UNE EASE/1:T PER KC. REC. N0. 1011 014 D 0116 LOT4 THE NORTH 13250 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDUM T THE FIAT THEREOF .1ECOROED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGT .N. EXCEPT THE WEST 241.00 FEET THEREOF, AND EXCEPT THAT PORTI+IN LYING EASTERLY OF THE FOLLOWING DESCRIBED UNE . . . BEGINNING AT A POLAR ON THE NORTH UNE OF SAID TRACT 45 WHICH IS S81717172 A DISTANCE OF 291.0 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S0(74721 "W A DISTANCE OF 108.94 FEET; THENCE 50730'25"W A DISTANCE OF 23.85 FEET TO THE SOUTH UNE OF SAID NORTH - 132.50 FEET OF TRAC T 45 AND THE TERMINUS OF THE HEREIN DESCRIBED UNE - SUBJECT TO A PM, TE SANITARY SEWER EASEMENT PER KC. REC. N0. 17o314 oo115 SUBJECT TO CITY OF TUNWILA SIDEWAU( EASEMENT PER K.C. REC. NO. %0120314 Jjo 114'4 SUBJECT TO AND it .�3E-T•HER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER . '.. KC. REC. 440.1,011.1:614 00 1162, AND - TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMEN r PER KC. REC. NO. 20070725001590, . :LOTS • THE NORTH 13250 Fr T OF THAT PORTION OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDINe: TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 74. RECORDS OF KIN' COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF 41ST AVE &E AS CONDEMNE3'41Y THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 0372, AND EXCEPT THAT PORT juN LYING WESTERLY OF THE FOLLOWING DESCRIBED UNE BEGINNING AT A POICT ON THE NORTH UNE OF SAID TRACT 45 WHICH IS 88r17'38"E A DISTANCE OF 291.00 45E7 FROM THE NORTHWEST CORNER THEREOF; • THENCE 500.42'21"WA DISTANCE OF 108.64 FEET; THENCE 50976'25"WA DISTANCE OF 23.81 FEET TO THE SOUTH UNE OF SAID NORTH 132.50 FEET OF TRACY 45 AND THE TERMINUS OF THE HEREIN DESCRIBED UNE SUBJECT TO C)7Y QFITUKWILA SIDEWAU( EASEMENT PER KC.'REC. NO. 1,()124514Q 011.101 . AND TOGE•MES W� A PRIVATE SANITARY SEWER EASEMENT PER KC. REC. N0. 1203)4 80I I O%, TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER K.C. REC.140. 2E1110314 00152 TOGETHER WITH A 10' PRIVATE STORM DRAINAGE EASEMENT PER KC. REC. N0. 20070725001690. • 1140 17 APPROVALS Kiel COUNTY F!NANCEDM8ION I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE 04 SUFFICIENT AMOUNT TO PAY .ME TAXES FOR THE FOLLOWING YEAR THAT THERE ARE NO DELINQUENT SPECIAL ASSEssME TE CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THATAL..-SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS, ALLEYS, OR FOR OTHER PUBLIC USE ARE PAID IN THIS DAY OF ,4 20_ KNt) COUNTY TREASURER - ''DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL : ' . . EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS 15 41. (ATOP -2144A _ • 20 f7 . Uo E4(1 /`G ' • KING Mi.INTYASSESSOR . DEPUTY ASSESSOR - PARCEL NUMBERS)134i)%O o (o(oZ TUKW&A SHORT SUBDIVISION COMMRTEE APPROVAL . - - REVIEWED AND APPROVED BY THE SHORT SUBDMSION CONMRTEE AND HEREBY CERTIFIED FOR FILING THIS j54` DAY OF ON COMMITTEE CITY OF TUKWILA NOTES: 1. PROJECT SHALL COMPLY WITH THE GEOTECHNICAL ENGINEERING REPORT, BY CORNERSTONE GEOTEC1WCAL, INC.. DATED JUNE 9, 2000 AND SUBSEQUENT : GEOTECHNICAL REORTB. .. .. 2. ALL NEW DRIVEWAYS SMALL BE PERVIOUS PAVEMENT, AS THESE DRIVEWAYS WERE NOT PART OF THE NET NEW IMPERVIOUS STORM WATER CALCULATIONS is THE (T1R) STORM DRAINAGE REPORT. 3. PROPOSED/FUTURE HOUSE ON LOT ONE SHALL BE ORIENTED TO 40TH AVENUE SOUTH TO ESTABLISH THE FRONT YARD, OWNER(S): DINH THONG USA, LLC • ADDRESS: 815 120TH ST. PHONE: CITY/STATE/ZIP: BURIEN, WA 98168 SCALE 1" . 1000'.. QQg[211.0ag ENGINEERING, INC.. !Zona( .111444473401 F,oils aa,;,,a/ AN...1M, (253)565-4491• Seattle (200)824 -1205 • FAX (253)565 -8563: Land Planning & Use • Engines/Mg.. • Surveying . 1910 -64114 Avenue West • Tacoma. WA 98486 DATE . s MARCH, 2012 ' N/A J08 NUMBER SHEET 08-053.1 1 OF 2 City of Tukwila Department mmunity Development 6300 South Boulevard, Tukwila, WA 98168 Telephone (206) 4314670 FAX (206) 4314666 E -mail: tukalan(Situkwila.wa.us SHORT PLAT NUMBER L09 -059 KOCS PT/3427. FOUND r KING COUNTY BRASS DISK IN I CONCRETE MONUMENT 0.8' DEEP i . AND IDENTI TED AS THE NW CORNER OF SECTION 10 -23-4 WSITED 8/4/08 I Ps ;m FOUND J' BRASS DISK W/PUNCH IN CONCRETE MONUMENT MARKED DEA #18904 AND IDENTIFIED AS W 1/4. CORNER OF. SECTION .10 -33-4 WSITED : 9/16/08 N8917 "9-W_ - - 1774.93'(M) -� FOUND 3' BRASS DISK MONUMENT IN CASE 0.3' DEEP W/PUNCII MARKED VW CO. SURVEY MON.' (WSITED 9/16/08) FOUND 3' KING COUNTY BRASS DISK W/PUNIH IN CONCRETE MONUMENT MARKED 'KONG CO. SURVEY MOM' AND IDENTIFIED AS THE SW CORNER OF . SECTION 10- 23-4.. VISITED 9/16/08 SETBACKS FRONT 20 FEET SECOND FRONT 10 FEET SIDE YARD 5 FEET REAR YARD 10 FEET BUILDING. HEIGHT (MAX) 30 FEET HELD DIST OF 543.85' FROM N8977'39'W 225.07' Se 'I4 04 CAw'l44 Se ctioiU SEA INE T NOTES ACCORDING .TO THE REFERENCED TIRE REPORT, THE FOLLOWING EASEMENTS ARE LISTED, HOWEVER, THEY DO NOT APPEAR TO ENCUMBER THE PROPERTY: 1. 'CM' OF SEATTLE POWER EASEMENT GRANTED UNDER RECOIDING'NO. 7905111015, AFFECTS THE ABUF1INC STREET (SOUTH 12611i ST.) AND IS NOT SHOWN HEREON. 2. VAL WE SEWER DISTRICT DEVELOPER EXTENSION AGREEMENT GRANTED UNDER RECORDING N0.'. 20000301001893 BENEFITS THE NORTH 132.5 FEET OF TRACT 45, RNERSIDE INTERURBAN TRACTS AND IS NOT SHOWN HEREON. 10, T'237,1, 04 1\ L, L.1-‘ 1 ‘,./1 R i 9. MON TO C/L 41ST AVE. PER ANDERSON BLA L06 -074 (AFN DEDICATED TO CITY OF1 TUKWILA $' 126TH ST. (ALDER sr.) (AEC; 20120 ;1110011] i ' 1 - — - 1 Ml( ° 9EAS ENT(D) N 132.76' (REY,, • .15 .81 20' NE9'17'39'W 318.78' 8. 93.00' N5330'42'W 8.16'. A -)rrl 1 PARCEL.. .. ±6592 S.F. 118.00' 1 N8917'39`W ` • • S' PRIVATE YWVIERLINE EASEMENT (REC/ 20O7O'+:•5001690) NOT A PART : 1 /1 T\VLL. • /-'I 10' PRIVATE ST0 11 DRAIN EASEMENT (RECO 20070725301690) . 61. 1 LD' FOUND SECTION CORNER MONUMENT AS NOTED FOUND .QUARTER CORNER MONUMENT AS NOTED t9 FOUND MONUMENT AS NOTED (KCCS) - KING COUNTY CONTROL SUREVEY (11) MEASURED PL RIVERSIDE INTERURBAN TRACTS VOL 10 PG. 74 o FOUND AS NOTED -r A , —1- 1 1 \TI V 1 i i 9 20090219900004) • PRIVATE SANITARY SEWER EASEMENT (RECo101 20 314 00 0 6 0 ) 5455'24'E 6.16' 270.60 .In 1v 20 .I VOLUME .6 PAGE2S 80 1'-40' BASa OF BEARINGS WASHINGTON STATE -PLANE COORDINATES, . NAD83 -91, NORTH ZONE, AS DEFINED BY' KING COUNTY DEPARTMENT OF PUBUC WORKS PUBLISHED COORDINATES FOR THE MONUMENTS •DERNING THE WEST UNE OF THE NORTHWEST QUARTER•0F SECTION 10- 23-04. BEARING- N01'44'34'E • Off- SCALE O' 'CRY OF TUKWILA . ". /SIDEWALK EASEMENT(B `._ (REG/ 450.00 OF 71% 4 SIDEWALK,. � - �S65 REC C / 0 1 7.83' 7.94' i\ 40' 8.74' 36.3 -- 61.50' I 234 5' PRIMATE WATER N56'44 °a1'W UNE EASEMENT 4.08' (REC; 7D110314OJ(I5I 2 N. ±8149 S.F. g et.) • h 3 =" ±8149 S.F. - TI 11� IAIII A I yl�rrlL.n Ain VU. I\LV. / -, FOUND 1/2' R ®AR )-- .-7 & CAP 'HARSTAD \ FROM CORNER 1 1.2' nr' HELD ANGLE PER ANDERSON Vf BLA L06 -074 AFN ` / 20090219900004' 8 4 1 ±6582 S.F. �1 ' A h L. rI Onnun'T 61.50' EASEMENT FOUND 1/2' ROAR' 10' PRIVATE STORM DRAIN • .p CAP '1172 8FE (RECO 201211?1400II07• ) /IJ731' S72T18 E 2Y FROM CORNER I. 1, I ^ '� A (� 1 L)l% Kr- C) ^Ir\r In ITr -�) ) 1 1 \I V Ell \..ILJL_ It V 1 L-r\vr\L,r- I N I . TL-_) A /■T.^ I \■v I v N891 7'39'W ,\ 61.50' 5 9\ ±6557 S.F. tp`i�. - \� 9 12 CRY OF TUXWlLA KCB 3 (A) `6�`'.. Al m (REOj E9: ib3+100) - 'J N`1 \ �i 1., .N004221 E 46.31' M. 92.69' 21.73'- Cr.; 3, ' %, 405.00. 1 -1/2' IRON N PIPE W /!O1 ) PLUG. & TACK S6953'W ' - • 8 2.T FROM CORNER trt' - 400' EAST OF C/L . 40111 AVE E. 1uu"nnnn 1`- uUVy-t 0V8 ER(s): DINH THONG 'USA, LLC ADDRESS: 815 120Th ST. CITY/STATE/ZIP• . BURIEN, WA 98168 r aggILOZE ENGINEERING, INC. %a,sd .V.I,. .. / .P1 9/42,14.0.3a/ .y.. ..1. (253)565 -4491 • Sean &' (206)824 -1205 • FAX (253)565 -8583 Land Planning & Use • Engineering • Surveying 1910 -64th Avenue West • Tacoma, WA 98466 DRAWN BY DJD/SJD/KRF DATE MARCH, 2012 JOB NUMBER 08-053.1 CHECKED BY TCF SCALE 1` =40' SHEET OF 2