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HomeMy WebLinkAboutPermit L07-014 - MACVEIGH BRUCE PE - SHORT PLATSINGH Short Plat (6 lots) 15415- 65AVS L07 -014 July 31, 2009 Mr. Bruce MacVeigh 14245 59 Ave S Tukwila, WA 98168 RE: L07 -014 Harpal Bual and Kamal Singh Short Plat - Extension Request Dear Mr. MacVeigh: 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 July 10, 2010. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431 -3659 or by email at ireavis@ci.tukwila.wa.us. Sincerel Ja le ace, D irector Community Development cc. File (L07-014) City o�, f Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JR Page 1 of 1 07/30/2009 H: \Short Plats \Singh \L07 -014 Singh Short Plat extension letter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax: 206 -431 -3665 www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Minnie Dhaliwal, Senior Planner 4M FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: July 23, 2007 MEMORANDUM SUBJECT: Singh, Kamal — 6 Lot Short Nat 15415 — 65 Ave. South TL# 359700 -0321 SEPA, Short Plat, and Miscellaneous Comments SEPA — E07 -002 SEPA meets Public Works requirements: Project to comply with Geotechnical Engineering Report, by Bruce S. MacVeigh, P.E., dated February 20, 2007 and subsequent geotechnical reports. The following SEPA comments should be addressed as applicable: The environmental checklist should be revised to reflect the following comments: A. Background 12. Class 3 - Steep Slopes are on -site and adjacent to the site. B. Environmental Elements 5. Animals c. Yes — This area is part of the Pacific Flyway. A primary corridor for migratory bird species. Short Plat — L07 -014 Preliminary Short Plat does not meet Public Works requirements. Prior to Preliminary Short Plat, the following comments need to be addressed for Public Works. 1. Provide a draft copy of any Private Utilities Easement, across a portion of any Lot for the benefit another Lot, if applicable. 1. 2. Owner /Applicant to complete Traffic Concurrency Certificate Application — see enclosed. 3. Provide a draft copy of Private Ingress /Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample enclosed.) 4. Provide draft copy of private sanitary sewer easements, as applicable. See sample enclosed. Short Plat Survey Site Plan 1. Provide Short Plat Map per short plat checklist and sample short plat map - enclosed. 2. Provide note on short plat map, to comply with Geotechnical Engineering Report, by Bruce S. MacVeigh, P.E., dated February 20, 2007 and subsequent geotechnical reports. 3. Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. 4. Provide note on short plat, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 5. Provide legal description of private ingress /egress & utilities easement on short plat map. 6. Show and label (30' Private Ingress/Egress & Utilities Easement. K.C. Recording No. ), on short plat map. 7. Show and label (Public 10' Sanitary Sewer Easement. K.C. Recording No. ), on short plat map. This easement is adjacent and South of the project site. See red -lined topographical survey map — enclosed. 8. Provide new legal description for each lot; to include "SUBJECT TO - - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH as applicable. Short Plat Site Development Plan 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 2. Revise and provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. See red -lined Civil plan sheet — enclosed. 3. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. 4. All sawcut areas within 65 Ave. South shall be shown and labeled on the Civil plan sheet(s). • 5. VE-i-ifyin.existing storm structured- sa..on_site: Simon Civil - lilan sheen ap 4iCa1i1 .. / 6. Provide section along center -line of private road. Private access road and driveways, shall not exceed 15% slope. `7. Show, and Labe all saw cut -a�eas within 6�_`h_ e. S vouth on fhe aan ap icable. , / 8. As -Built of Sanitary Sewer Main within Public Sanitary Sewer Easement — enclosed for your information. Public Works requires the following to be completed, prior to Final Short Plat approval. 1. Label Private Street Name on Short Plat Map, as assigned by City of Tukwila, Fire Department. 2. Owner shall sign a Sensitive Areas Ordinance Hold Harmless agreement, to be recorded at King County Office of Records. Public Works will prepare document. Allow at least ten (10) days for recording. • 3. Turnover documents will be $equ' d for any Public infrastructure along 65` Ave. South: for sidewalk, pave ent, curb /gutter, and storm drainage; within the City Right -of -Way. Provide / cost(s) for each item, if any, to be turned over. City will prepare documents for,Owner's signature, if applicable. 4. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, if two (2) houses are to share one (1) side sewer. Public Works will prepare document for signature, if applicable. See sample enclosed. Miscellaneous Comments 1. Rockeries higher than 4', shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements. 2. Water & sanitary sewer assessment fees may apply. To be determined by City of Tukwila Senior Water and Sanitary Sewer Engineer. 3. Water meter fee for a 3 /4" meter after January 1, 2007 is $5,897.00, including a Cascade Water Alliance (RCFC) charge in the amount of $5,297.00. 4. `Drainage' shall be private and maintained by the owner(s) of the short plat. Provide draft, private storm drainage easement and maintenance agreement, for review by Public Works — see sample enclosed. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The storm water easement for Private Drainage, should include language stating who will maintain the storm drainage tract area and by what portion. 5. The CCR should include a joint private ownership and maintenance of (1) private stptm system (2) the. private street .- • 6. The on- -sate street including hammer -head turnaround; shall be private, be maintainedthe Owner(s) of the short plat, and within private easement. Provide draft, p vn ate,ingress /egress and utilities maintenance agreement, for review by Public Works , -.see sample enclosed. This document shall be recorded prior to recording of the Final-Short Plat Map, and the recording number be shown on the short plat map. The'Private Ingress/Egress & Utility Easement should include language stating who wilt maintain the paved area and utilities, and by what portion. 7. All utilities including power are required to be underground, per City of Tukwila ordinance. 8. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. See Pavement Mitigation Bulletin no. A3 — enclosed. 9. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 10. Transportation Concurrency Test Fee applies to the future Public Works Permit. See City of Tukwila - Resolution No. 1627 — enclosed. 11. Cascade Water Alliance fee applies to future Building Permit(s) — see enclosed. 12. Owner /Applicant shall pay entire amount of the King County Sewer Excess Capacity Charge, as part of any future Building Permit(s). 13. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. July 10, 2008 Mr. Bruce MacVeigh, P.E. 14245 59 Ave S Tukwila, WA 98168 RE: Kamal Singh/Harpal Bual 6 -lot Short Plat, L07 -014 SEPA Environmental Review, E07 -002 15415 65 Ave S Dear Mr. MacVeigh, Guy of Tukwila Department of Community Development Jack Pace, Director NOTICE OF DECISION The Short Subdivision Committee has completed review of your short plat application (No. L07- 014), and 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. PRELIMINARY APPROVAL CONDITIONS 1. There is a discrepancy between the number of trees shown on the latest Preliminary Short Plat survey (dated 1/06/08) and the tree inventory that was submitted previously (dated 3/02/07). JR Page 1 of 7 07/09/2008 12:47:00 PM H:\Short Plats \ Singh\ PrelimApproval_SinghL07- 014.doc Jim Haggerton, Mayor • • Please update the Landscape, Tree Retention and Tree Replacement Plan, as well as the table showing the number and size of trees proposed for removal and the number of replacement trees to be added to the site, showing the new lot layout, access and sidewalk areas, and all trees located on the site. On this plan, indicate which trees are proposed for removal and which will be protected, as well as potential locations for replacement trees. The number of replacement trees required is based the number and size of trees to be removed, according to tree replacement ratios in section 18.54.130 (3) of the Tukwila Municipal Code. Proposed replacement trees will be reviewed as part of the PW infrastructure permit. 2. All trees to be retained within the clearing limits must be flagged and have tree protection measures in place prior to the start of work on any permit. 3. A water availability certificate shall be provided with Public Works permit application. 4. Pursuant to the Tukwila "underground ordinance ", all utilities shall be placed underground. 5. Owner /Applicant shall sign with Notary any Private Utilities Easement, across a portion of any Lot for the benefit another Lot, as applicable. 6. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. 7. Owner shall sign with Notary, a Storm Water Easement and Maintenance Agreement. Public Works will prepare this document. Allow at least ten (10) days for recording. 8. Owner /Applicant shall sign with Notary any private sanitary sewer easements, as applicable. 9. Owner shall sign a Sensitive Areas Ordinance Hold Harmless agreement, to be recorded at King County Office of Records. Public Works will prepare this document. Allow at least ten (10) days for recording. Short Plat Survey Site Plan 1. Prior to development of Lots 1 through 6, the following will be required: All future residences shall be within 150 feet of a fire hydrant by path of travel. If the fire hydrant is not capable of a 1000 gallon per minute flow the future houses will be required to provide interior sprinklers, to be approved by the Fire Department. This requirement must be stated on the face of the recorded plat, and must be met prior to issuance of any building permits for Lots 1, 2, 3, 4, 5, or 6. 2. Provide note on short plat map, to comply with Geotechnical Engineering Report, by Bruce S. MacVeigh, P.E., dated May 8, 2008 and subsequent geotechnical reports. JR Page 2 of 7 07/09/2008 12:47 PM H:\Short Plats\ Singh\ PrelimApproval_SinghL07- 014.doc • • 3. Provide note on short plat, that individual house foundation and drainage system shall provide a specific geotechnical assessment, with final design recommendations. 4. Provide legal description of private ingress /egress & utilities easement on short plat map. 5. Show and label (20' Private Ingress/Egress & Utilities Easement. K.C. Recording No. ), on short plat map. 6. Show and label (Sidewalk, Drainage, & Utilities Easement). K.C. Recording No. ), on short plat map. 7. Show and label (Public 10' Sanitary Sewer Easement. K.C. Recording No. ), on short plat map. This easement is adjacent and south of the project site. 8. Provide new legal description for each lot; to include "SUBJECT TO - - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; as applicable. 9. Label Private Street Name on Short Plat Map, as assigned by the City of Tukwila Fire Department. Short Plat Site Development Plan 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 2. All sawcut areas within 65 Ave. South shall be shown and labeled on the civil plan sheet(s). 3. Provide section along center -line of private road. Private access road and driveways shall not exceed 15% slope. 4. Turnover documents will be required for any Public infrastructure along 65 Ave. South for sidewalk, pavement, curb /gutter, and storm drainage within the City Right -of -Way. Provide cost(s) for each item, if any, to be turned over. City will prepare documents for Owner's signature, if applicable. 5. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, if two (2) houses are to share one (1) side sewer. Public Works will prepare document for signature, if applicable. 6. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. The plans shall include an access road provided to all lots, built to Public Works and Fire Department standards, as well as extension of sewer and water lines to all lots, to be approved by the appropriate utility. Provide site development plan with Public Works permit submittal. As -built plans shall be provided to the Public Works Department prior to final approval. Plans shall be signed and stamped by a Washington State Licensed Engineer. JR Page 3 of 7 07/09/2008 12:47 PM H:\Short Plats\ Singh\ PrelimApproval_SinghL07- 014.doc • • 7. Storm drainage for roof drains, foundation drains, and paved areas shall be infiltrated and/or dispersed on -site, or detention provided. Drainage design for the site shall be reviewed as part of the PW infrastructure permit and shall meet City of Tukwila Surface Water Ordinance Requirements. 10. The final grading plan must show a flat area, no steeper than a 70 degree climbing angle, 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. 11. Install all required site improvements, including those proposed in the application and those identified above, as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433 -0179 for a Public Works (PW) type `C' permit for approval. 12. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Separate easement document with legal descriptions for any common access /utility infrastructure. 4. Separate joint Maintenance Agreements for the access road and drainage system. Miscellaneous Comments 1. Rockeries higher than 4 feet shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements, if applicable. 2. Water & sanitary sewer assessment fees may apply, to be determined by City of Tukwila Senior Water and Sanitary Sewer Engineer. 3. Water meter fee for a %" meter before January 1, 2009 is $6,274.00, including a Cascade Water Alliance (RCFC) charge in the amount of $5,674.00. 4. `Drainage' shall be private and maintained by the owner(s) of the short plat. Owner shall sign with Notary, a private storm drainage easement and maintenance agreement. Public Works will prepare this document for execution. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number must be shown on the short plat map. JR Page 4 of 7 07/09/2008 12:47 PM H:\Short Plats \ Singh\ PrelimApproval_SinghL07- 014.doc • • The storm water easement for Private Drainage should include language stating who will maintain the storm drainage tract area and by what portion. 5. The codes, covenants, and restrictions (CC &Rs) should include a joint private ownership and maintenance of (1) the private storm system; and (2) the private street. 6. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. 7. Transportation Impact Fee applies to the future Building Permit(s). 8. Transportation Concurrency Test Fee applies to the future Public Works Permit. 9. Owner /Applicant shall pay entire amount of the King County Sewer Excess Capacity Charge, as part of any future Building Permit(s). 10. An infrastructure design and construction standard manual is available at the Public Works Department and on the City Web Site: http://www.ci.tukwila.wa.us/pubwks/standards/pwstandards.pdf 11. Addresses will be assigned by the Tukwila Fire Department. Address signage shall be installed at 65 Ave S. 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 (07/31/2008). 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. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 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, JR Page 5 of 7 07/09/2008 12:47 PM H:\Short Plats\ Singh \PrelimApproval_SinghL07- 014.doc • • 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 of $110. 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 may be included in such an appeal. 2. Final Approval The next steps are to obtain a construction permit from the Tukwila Public Works Department to install the required site improvements, and to 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 July 10, 2009, 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. JR Page 6 of 7 07/09/2008 12:47 PM H:\Short Plats \ Singh\ PrelimApproval_SinghL07- 014.doc After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Jaimie Reavis at (206) 431 -3659 or jreavis @ci.tukwila.wa.us. Sincerely, e ti,,, ck Pace hair, Short Subdivision Committee Enclosure Redlined Short Plat Survey Civil Plans cc: Jim Morrow, Public W s Director '; (please initial your approval) Nick Olivas, Fire Chief (p e i ial your approval) Kamal J. Singh, Owner Harvinder K. Bual, Owner Tukwila School District King County Assessor, Accounting Division Department of Ecology, SEPA Division JR Page 7 of 7 06/13/2008 4:13 PM 1- I:\Short Plats \ Singh\ PrelimApproval_SinghL07- 014.doc City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION Dated May 15, 2007 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Bruce MacVeigh LOCATION: 15415 65 Ave South, Tukwila WA 98168 OWNER OF THE PROPERTY: Kamaljit Singh FILE NUMBERS: E07 -002 (SEPA) L07 -014 (Short Plat) PROPOSAL: The proposal is to short plat one lot in to 6 lots. These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on the SEPA application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on May 29, 2007. If you have questions about this proposal contact Minnie Dhaliwal, Planner -in- charge of this file at 206 -431 -3685. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Director on a project or obtain information on your appeal rights by contacting the Department of Community Development at 206- 431 -3670. The Department will provide you with information on appeal if you are interested. 67 All [`,...al.,...,..t..« D....i..... «.i C..:a.. J11/1/1 - T.. /..a:l.. id /....A:....i..., nOlOD - DA.,....• 9/)X_A?1.2A 911A_A21. Dept. Of Community Development City of Tukwila • AFFIDAVIT OF DISTRIBUTION • /, S wl,e, HEREBY DECLARE THAT: , Notice of Public Hearing Determination of Non- Significance Notice of Public Meeting Mitigated Determination of Non- Significance P), Board of Adjustment Agenda Pkt _4, Project Number: t; J '' oDa LA 7-0.4 Determination of Significance & Scoping Notice Mailer's Signature: D e O Board of Appeals Agenda Pkt Person requesting mailing: Notice of Action D Planning Commission Agenda Pkt Official Notice • Short Subdivision Agenda otice of Application ' Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ FAX To Seattle rimes Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other • Was mailed to each of the addresses listed on this year 20 d7 PAADM1NISTRATIVEFORMSWORMS \AFFIDAVITOFDISTRIBUTION day of the Project Name: 1r' SA P), _4, Project Number: t; J '' oDa LA 7-0.4 . Mailer's Signature: D e O Person requesting mailing: II__ - C D Was mailed to each of the addresses listed on this year 20 d7 PAADM1NISTRATIVEFORMSWORMS \AFFIDAVITOFDISTRIBUTION day of the RECORDING'NUMBER . imps Ic r.ma Mdd _ dq d• a bc.* at Papa RICHARD VAISVTU • S1IAEf9R'a UNITE . (.0.T. via$ ) 1' lath -' BO Li Len ayes, of Records CE f CF SEA BEARING' NORM 8 15'57''2 22 2'�WEST ' AS SHOWN ON PLAT. • QRAP141D,SCALE - 3/4 IN .W PLASTIC CAP 'P L$ 2SSOt- �f5 1 23.16' • . cv4T; ,NE CONTROL MGO,LDMIS 2009 at �Y at 9r opal of nNO. 0' W/CAf' LS N0. 2.1604 1187'1 & 0.11 'E OF CALC. POSITION (WAS SET AS 1' OFFSET 5) . . THAT - PORTION OF 1.07 .I7 'INTERUI BAN -ADDITION TO THE CITY OF SEATTLE. • ACCORDING • TO THE, PLAT THEREOF RECORDED. IN VOLUME 10 OF PUTS. PACE 55, IN KING 000NIVI' WASHINOION.DESCR IBFD AS FOLLOWS: • BECININC ON THE.VEST LINE OF SAID LOT AT A POINT 210 FEET NORTH OF . SOUTHWEST , CORNER , THEREOF;' THENCE NORTH.8r47'00'. EASY TO WESTERLY UNE OF 85 AVE SOUTH, AND THE TRUE' . POINT' OF BEGININO, THENCE SOUTH 89'.47'00' WEST 333 FEET; • THENCE NORTH •PARALLEL •WITH THE WEST LINE OF SAID. LOT. A DISTANCE OF 153 FEET; THENCE NORTH. 89'47'00' EAST TO THE WESTERLY TUNE OF 65T11 AVE. SOUTH; T ENCE'SOUTHEASTERLY ALONO SAID LINE TO THE TRUE POINT OF BEO1NNI • EXCEPT-THAT PORTION DEEDED. TO THE COY OF TUKWM FOR STREET PURPOSES . UNDER. RECORDING NO. 7105100427• RECORD OF SURVEY A PORTION OF LOT 17, ITCERURBAN ADDITION TO THR CRY CF SEATTLE SE 1/4 OF SECTION 23,.TWP. 23 N, ACE. 4 E., WILL MATTE NEFIIDIAN, KIND COUNTY, WASH9 TON PUT MON DOWN 27(2' TIER BY 1.523504 1188 A1) � "aa'Yao DRAT) An END. IP W /CAP IS Na. 12336 1.09' N. & 0.11' E OF CALC.POS. ON IF BOARD FENCE UNE Nerwarl 779.11' NOM ALL CONERLINE CONTROL MONUMENTS SHOWN ON THIS RECORD OF SURVEY WERE VISITED IN JUNE 2006. . 1. PUT OF THE INTERURBAN ADDITION TO SEATRE VOL 10 P. 55 2. ROUT OF M. W. ADDITION VOL 53 P. 48 3. SHREETERS SURVEY K.C. REC. NO. 8705069004 4. 85TH AVE S ROAD PROJECT BY.RUSS COFFELT AF. 7112290409 5. KING COUNTY ASSESSOR'S MAP OF SE 23- 23-04. SURVEY}IDDOLOGY THIS SURVEY WAS PERFORMED USING A NOTCH DIM 420 TOTAL STATION. CONTROL MONUMENTS WERE MEASURED AND COMPARED TO RECORD. THIS SURVEY MEETS OR EXCEEDS THE RE UIREMENTS SET FORTH IN WAG 332- 130 -080. FOR RICHARD VAISNU P.LS. 8041 CHAMPIONSHIP CIRCLE MULXLTEO, WA 98275 PHONE: (425) 299 -1739 E -MME: ALwiavOluno.e.m 8. TSSRD ST M.W. ADDITION VOL. 53 P. 48 BEGIN FENCE 0.7' S OF PROP. LN. N 88'25'27W 1.09' PUT Y FNO. IP W /CAJ' LS No. .04 0.21'5 & 0.12' OF CALL OS O ,04.59' t;er4679- okoe 0.16 acne 1' 1 3 I 8.0M 8.0M sq. R 0.18 tart 104' 48,130 I s . ft. 1.10 . dcres 105.1$ 4 B 000 .a R t4 e9' zr 2 100.1$ 7,851 sq. ft. 0.18 warm 5 8.234 sq. n 0.19 acres 110.14' 8534' 7,274 sq. ft. 0.17 acres 210.00' PRIMED tams mama 104.61 0.20 °c • ft 124.39' FND. IP W /CAP LS N0. FNO. IP W /CAP LS Ne. 12 1.10' S 0.32' E ON NOW LINE SUENEYCS'S CERTIRCATE 756 ® corm* nprwnt• a C. snowy foss t4' f.. or worm, ray 19.etton h oonlammro .1N tM requh.rtmfb of Ss any floordbe Ad of Re request of ANTE 2008. RY7NR0 M6WA P.LS. No. 28570 f IMEZEIMIEtni= 250ft N CityGIS Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. Page 1 of 1 Accurate Enterprises Inc 6510 Southcenter Blvd #5 Tukwila, WA 98188 AIRBORNE HOLDINGS LLC 2131 LOWER PEOH POINT RD CLE ELUM, WA 98922 ALLEN MICHAEL 6269 S 153RD ST TUKWILA, WA 98188 ANDERSON WYNN L 6415 S 153RD ST TUKWILA, WA 98188 ARNSTEIN LILLIAN 1302 LAKESIDE AVE S SEATTLE, WA 98144 BACIU VALENTINA 15144 65TH AVE S 407 TUKWILA, WA 98188 BARTH RALPH DARWIN 15344 62ND AVE S A -1 TUKWILA, WA 98188 BELOTTI STEFANIA 15146 65TH AVE S 501 TUKWILA, WA 98188 BOSEN BILLY BOB 1214 TAYLOR AVE N 301 SEATTLE, WA 98109 BREKKE LYLE & JOAN 16703 SE 31ST ST BELLEVUE, WA 98008 ADEN FADUMO 15142 65TH AVE S 315 TUKWILA, WA 98188 ALCAYDE REMEGIO T & BRENDA N 15138 65TH AVE S 119 TUKWILA, WA 98188 ALLISON B J 2805 MONTWOOD LN BREMERTON, WA 98312 ANDREWS WILLIAM J & JUDITH AN 19431 NE 50TH ST SAMMAMISH, WA 98074 ARNZEN LORAN F 15364 62ND AVE S TUKWILA, WA 98188 BALASH RICHARD 31623 SE EASTLAKE MORTON KENT, WA 98031 BEKCHU OLGA 15156 65TH AVE S 1014 TUKWILA, WA 98188 BOCCI DEAN 15138 65TH AVE S 103 TUKWILA, WA 98188 BOSEN BILLY BOB 1607 DES MOINES MEMORIAL DR SEATTLE, WA 98168 BROOM FRED & DOLORES J 6247 S 153RD ST 2 -E TUKWILA, WA 98188 AGMATA STACEY C 6295 S 153RD ST K1 TUKWILA, WA 98188 ALLEN BRUCE 1075 BELLEVUE WAY NE 137 BELLEVUE, WA 98004 ANDERSON DONNA MAY 6289 S 153RD ST 1 -2 TUKWILA, WA 98188 ARESVIK CLARENCE 6235 S 153RD ST D -3 TUKWILA, WA 98188 ATANASOV VESELIN D & VENETA I 15152 65TH AVE S 812 TUKWILA, WA 98188 BALUCA AMELIA C 15152 65TH AVE S 807 TUKWILA, WA 98188 BELCHER - PALLIS LISA G 27758 214TH AVE SE MAPLE VALLEY, WA 98038 BOSEN BILLY BOB 10607 DES MOINES MEMORIAL DR SEATTLE, WA 98168 BOSTAIN BARRY 15156 65TH AVE S 1017 TUKWILA, WA 98188 BROWN TISA L 15152 65TH AVE S 822 TUKWILA, WA 98188 Builder Escrow Inc 6510 Southcenter Blvd #3 Tukwila, WA 98188 BURNETT ELVIRA 15152 65TH AVE S 802 TUKWILA, WA 98188 CARIVEAU RHONDA L 6275 S 153RD ST G4 TUKWILA, WA 98188 CECA CHAN KEVIN J CHAN WINNIE WAN CHI PO BOX 209 2430 169TH PL SE 15200 65TH AVE S 110 RENTON, WA 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15152 65TH AVE S 820 TUKWILA WA 98188 ONG SERGIO B & FLORENCE G 9918 S 246TH PL KENT WA 98030 P & B CONSTRUCTION CO LLP PO BOX 22789 SEATTLE WA 98122 P & B CONSTRUCTION CO LLP PO BOX 22789 SEATTLE WA 98122 Pacific Rim Environmental Inc 6510 Southcenter Blvd #4 Tukwila WA 98188 PAGE DONALD G JR & JOY 10916 SE 25TH ST BELLEVUE WA 98004 PALANCHUK GALINA & STANISLAV 15315 64TH AVE S TUKWILA WA 98188 PASCUT RAICA 15150 65TH AVE S 713 TUKWILA WA 98188 PAUL DEBORAH M 9946 RAINIER AVE S SEATTLE WA 98118 PEERY STEVEN L & SANDRA M GAD 14210 56TH AVE S TUKWILA WA 98168 PFISTER STANLEY W 15146 65TH AVE S 513 TUKWILA WA 98188 PHIMCHINDA PHOMMA 12724 SE 268TH ST KENT WA 98030 PHL, LLC 6450 Southcenter Blvd #107 Tukwila WA 98188 PINPIN LOUISITO 15140 65TH AVE S 207 TUKWILA WA 98188 PLUEGER DOROTHY 6273 S 153RD ST TUKWILA WA 98188 PRIEST BRANDI 15366 62ND AVE S B -2 TUKWILA WA 98188 RADOIEVICI CRISTINA 15144 65TH AVE S 410 TUKWILA WA 98188 RAMIREZ ALEJANDRO 15154 65TH AVE S 903 TUKWILA WA 98188 RANDALL BRIAN MAX 15390 62ND AVE S C-4 TUKWILA WA 98188 REYES HERMINIGILDA C 15138 65TH AVE S 109 TUKWILA WA 98188 RICHARDS JOHN E 15320 64TH AVE S TUKWILA WA 98188 ROBB WILLIAM E PO BOX 88510 TUKWILA WA 98138 ROGERS MARY 6433 S 153RD ST TUKWILA WA 98188 ROMERO DAVID R 15156 65TH AVE S 1001 TUKWILA WA 98188 ROPER BARBARA M 6241 S 153RD ST D-6 TUKWILA WA 98188 ROSE ELIZABETH 15378 62ND AVE S B -8 TUKWILA WA 98188 ROYAL COACHMAN ASSOCIATES LLC 415 BAKER BLVD 200 TUKWILA WA 98188 SAMPLE JACQUELYN FALUDI PO BOX 25547 SEATTLE WA 98165 SANOY MARY 15156 65TH AVE S TUKWILA WA 98188 SANTIAGO JERRY 15156 65TH AVE S 1006 TUKWILA WA 98188 SAUER SCOTT BROOK 15200 65TH AVE S 711 TUKWILA WA 98188 SCHNEIDER GERALD E 15523 7517 GREENWOOD AVE N SEATTLE WA 98103 Schneider Homes 6510 Southcenter Blvd #1 Tukwila WA 98188 Seattle Mortgage Company 6450 Southcenter Blvd #106 Tukwila WA 98188 SEGURA JOHN E 15146 65TH AVE S 511 TUKWILA WA 98188 SINGH KAMAL JIT 15415 65TH AVE S TUKWILA WA 98188 SISSON DAVID E 15144 65TH AVE S 404 TUKWILA WA 98188 SMITH SUSAN M 4254 SW 323RD ST FEDERAL WAY WA 98023 SOMERS DAVID 644 STANDER BLVD 193 SEATTLE WA 98188 OWNER_NAME OWNER_ADDRESS OWNER_CITY OWNER STATE OWNER ZIP STEVENS JOHN DAN 18506 NE 184TH WOODINVILLE WA 98072 STRICKLER JANAI N 3475 SCENIC DR SE AUBURN WA 98092 SUN BOPHAL P 15156 65TH AVE S 1011 TUKWILA WA 98188 TAFRESHI RAMEEN 15146 65TH AVE S 509 TUKWILA WA 98188 TANG GUI GUANG 5703 S LEO ST SEATTLE WA 98178 TANOVAN JENNY MAI 6263 S 153RD ST 3 TUKWILA WA 98188 TAYLOR RONA L 15138 65TH AVE S 104 TUKWILA WA 98188 TEBEDGE BANCHAMLAK 15152 65TH AVE S 803 TUKWILA WA 98188 TEELING DOROTHY M 15392 S 62ND AVE C -5 TUKWILA WA 98188 THEPBOUPHA SOMCHAY 6259 S 153RD ST TUKWILA WA 98188 THOMAS JUDY & HARRIS 12909 13TH PL NE LAKE STEVENS WA 98258 THOMPSON LES PO BOX 88939 STEILACOOM WA 98388 THURMAN CHITA B 15148 65TH AVE S 608 TUKWILA WA 98188 TO HIEP 15148 65TH AVE S 612 TUKWILA WA 98188 TODHUNTER JESSE 15144 65TH AVE S 414 TUKWILA WA 98188 TONG YAT MING 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65TH AVE S 1006 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1007 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1008 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1009 TUKWILA WA 98188 Tenant 15200 65TH AVE S 101 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1010 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1011 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1012 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1013 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1014 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1015 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1016 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1017 TUKWILA WA 98188 Tenant 15200 65TH AVE S 1018 TUKWILA WA 98188 Tenant 15200 65TH AVE S 102 TUKWILA WA 98188 Tenant 15200 65TH AVE S 103 TUKWILA WA 98188 Tenant 15200 65TH AVE S 104 TUKWILA WA 98188 Tenant 15200 65TH AVE S 105 TUKWILA WA 98188 Tenant 15200 65TH AVE S 107 TUKWILA WA 98188 Tenant 15200 65TH AVE S 108 TUKWILA WA 98188 Tenant 15200 65TH AVE S 109 TUKWILA WA 98188 Tenant 15200 65TH AVE S 111 TUKWILA WA 98188 Tenant 15200 65TH AVE S 112 TUKWILA WA 98188 Tenant 15200 65TH AVE S 113 TUKWILA WA 98188 Tenant 15200 65TH AVE S 114 TUKWILA WA 98188 Tenant 15200 65TH AVE S 115 TUKWILA WA 98188 Tenant 15200 65TH AVE S 116 TUKWILA WA 98188 Tenant 15200 65TH AVE S 117 TUKWILA WA 98188 Tenant 15200 65TH AVE S 118 TUKWILA WA 98188 Tenant 15200 65TH AVE S 119 TUKWILA WA 98188 Tenant 15200 65TH AVE S 120 TUKWILA WA 98188 OWNER_NAME OWNER ADDRESS OWNER_CITY OWNER STATE OWNER ZIP Tenant 15200 65TH AVE S 121 TUKWILA WA 98188 Tenant 15200 65TH AVE S 201 TUKWILA WA 98188 Tenant 15200 65TH AVE S 202 TUKWILA WA 98188 Tenant 15200 65TH AVE S 203 TUKWILA WA 98188 Tenant 15200 65TH AVE S 204 TUKWILA WA 98188 Tenant 15200 65TH AVE S 205 TUKWILA WA 98188 Tenant 15200 65TH AVE S 206 TUKWILA WA 98188 Tenant 15200 65TH AVE S 207 TUKWILA WA 98188 Tenant 15200 65TH AVE S 208 TUKWILA WA 98188 Tenant 15200 65TH AVE S 209 TUKWILA WA 98188 Tenant 15200 65TH AVE S 210 TUKWILA WA 98188 Tenant 15200 65TH AVE S 211 TUKWILA WA 98188 Tenant 15200 65TH AVE S 212 TUKWILA WA 98188 Tenant 15200 65TH AVE S 213 TUKWILA WA 98188 Tenant 15200 65TH AVE S 214 TUKWILA WA 98188 Tenant 15200 65TH AVE S 215 TUKWILA WA 98188 Tenant 15200 65TH AVE S 216 TUKWILA WA 98188 Tenant 15200 65TH AVE S 217 TUKWILA WA 98188 Tenant 15200 65TH AVE S 218 TUKWILA WA 98188 Tenant 15200 65TH AVE S 219 TUKWILA WA 98188 Tenant 15200 65TH AVE S 220 TUKWILA WA 98188 Tenant 15200 65TH AVE S 221 TUKWILA WA 98188 Tenant 15200 65TH AVE S 301 TUKWILA WA 98188 Tenant 15200 65TH AVE S 302 TUKWILA WA 98188 Tenant 15200 65TH AVE S 303 TUKWILA WA 98188 Tenant 15200 65TH AVE S 304 TUKWILA WA 98188 Tenant 15200 65TH AVE S 305 TUKWILA WA 98188 Tenant 15200 65TH AVE S 306 TUKWILA WA 98188 Tenant 15200 65TH AVE S 307 TUKWILA WA 98188 Tenant 15200 65TH AVE S 308 TUKWILA WA 98188 Tenant 15200 65TH AVE S 309 TUKWILA WA 98188 Tenant 15200 65TH AVE S 310 TUKWILA WA 98188 Tenant 15200 65TH AVE S 311 TUKWILA WA 98188 Tenant 15200 65TH AVE S 312 TUKWILA WA 98188 Tenant 15200 65TH AVE S 313 TUKWILA WA 98188 Tenant 15200 65TH AVE S 314 TUKWILA WA 98188 Tenant 15200 65TH AVE S 315 TUKWILA WA 98188 Tenant 15200 65TH AVE S 316 TUKWILA WA 98188 Tenant 15200 65TH AVE S 317 TUKWILA WA 98188 Tenant 15200 65TH AVE S 318 TUKWILA WA 98188 Tenant 15200 65TH AVE S 401 TUKWILA WA 98188 OWNER_NAME OWNER_ADDRESS OWNER_CITY OWNER STATE OWNER ZIP Tenant 15200 65TH AVE S 402 TUKWILA WA 98188 Tenant 15200 65TH AVE S 403 TUKWILA WA 98188 Tenant 15200 65TH AVE S 404 TUKWILA WA 98188 Tenant 15200 65TH AVE S 405 TUKWILA WA 98188 Tenant 15200 65TH AVE S 406 TUKWILA WA 98188 Tenant 15200 65TH AVE S 408 TUKWILA WA 98188 Tenant 15200 65TH AVE S 409 TUKWILA WA 98188 Tenant 15200 65TH AVE S 410 TUKWILA WA 98188 Tenant 15200 65TH AVE S 411 TUKWILA WA 98188 Tenant 15200 65TH AVE S 412 TUKWILA WA 98188 Tenant 15200 65TH AVE S 413 TUKWILA WA 98188 Tenant 15200 65TH AVE S 414 TUKWILA WA 98188 Tenant 15200 65TH AVE S 415 TUKWILA WA 98188 Tenant 15200 65TH AVE S 416 TUKWILA WA 98188 Tenant 15200 65TH AVE S 417 TUKWILA WA 98188 Tenant 15200 65TH AVE S 418 TUKWILA WA 98188 Tenant 15200 65TH AVE S 501 TUKWILA WA 98188 Tenant 15200 65TH AVE S 502 TUKWILA WA 98188 Tenant 15200 65TH AVE S 503 TUKWILA WA 98188 Tenant 15200 65TH AVE S 504 TUKWILA WA 98188 Tenant 15200 65TH AVE S 505 TUKWILA WA 98188 Tenant 15200 65TH AVE S 506 TUKWILA WA 98188 Tenant 15200 65TH AVE S 507 TUKWILA WA 98188 Tenant 15200 65TH AVE S 508 TUKWILA WA 98188 Tenant 15200 65TH AVE S 509 TUKWILA WA 98188 Tenant 15200 65TH AVE S 510 TUKWILA WA 98188 Tenant 15200 65TH AVE S 511 TUKWILA WA 98188 Tenant 15200 65TH AVE S 512 TUKWILA WA 98188 Tenant 15200 65TH AVE S 513 TUKWILA WA 98188 Tenant 15200 65TH AVE S 514 TUKWILA WA 98188 Tenant 15200 65TH AVE S 515 TUKWILA WA 98188 Tenant 15200 65TH AVE S 516 TUKWILA WA 98188 Tenant 15200 65TH AVE S 517 TUKWILA WA 98188 Tenant 15200 65TH AVE S 518 TUKWILA WA 98188 Tenant 15200 65TH AVE S 601 TUKWILA WA 98188 Tenant 15200 65TH AVE S 602 TUKWILA WA 98188 Tenant 15200 65TH AVE S 603 TUKWILA WA 98188 Tenant 15200 65TH AVE S 604 TUKWILA WA 98188 Tenant 15200 65TH AVE S 605 TUKWILA WA 98188 Tenant 15200 65TH AVE S 606 TUKWILA WA 98188 Tenant 15200 65TH AVE S 607 TUKWILA WA 98188 OWNER NAME OWNER_ADDRESS OWNER _ CITY OWNER STATE OWNER ZIP Tenant 15200 65TH AVE S 608 TUKWILA WA 98188 Tenant 15200 65TH AVE S 609 TUKWILA WA 98188 Tenant 15200 65TH AVE S 610 TUKWILA WA 98188 Tenant 15200 65TH AVE S 611 TUKWILA WA 98188 Tenant 15200 65TH AVE S 612 TUKWILA WA 98188 Tenant 15200 65TH AVE S 701 TUKWILA WA 98188 Tenant 15200 65TH AVE S 702 TUKWILA WA 98188 Tenant 15200 65TH AVE S 703 TUKWILA WA 98188 Tenant 15200 65TH AVE S 704 TUKWILA WA 98188 Tenant 15200 65TH AVE S 705 TUKWILA WA 98188 Tenant 15200 65TH AVE S 706 TUKWILA WA 98188 Tenant 15200 65TH AVE S 708 TUKWILA WA 98188 Tenant 15200 65TH AVE S 709 TUKWILA WA 98188 Tenant 15200 65TH AVE S 710 TUKWILA WA 98188 Tenant 15200 65TH AVE S 712 TUKWILA WA 98188 Tenant 15200 65TH AVE S 713 TUKWILA WA 98188 Tenant 15200 65TH AVE S 714 TUKWILA WA 98188 Tenant 15200 65TH AVE S 715 TUKWILA WA 98188 Tenant 15200 65TH AVE S 716 TUKWILA WA 98188 Tenant 15200 65TH AVE S 717 TUKWILA WA 98188 Tenant 15200 65TH AVE S 718 TUKWILA WA 98188 Tenant 15200 65TH AVE S 719 TUKWILA WA 98188 Tenant 15200 65TH AVE S 720 TUKWILA WA 98188 Tenant 15200 65TH AVE S 721 TUKWILA WA 98188 Tenant 15200 65TH AVE S 722 TUKWILA WA 98188 Tenant 15200 65TH AVE S 723 TUKWILA WA 98188 Tenant 15200 65TH AVE S 724 TUKWILA WA 98188 Tenant 15200 65TH AVE S 801 TUKWILA WA 98188 Tenant 15200 65TH AVE S 802 TUKWILA WA 98188 Tenant 15200 65TH AVE S 803 TUKWILA WA 98188 Tenant 15200 65TH AVE S 804 TUKWILA WA 98188 Tenant 15200 65TH AVE S 806 TUKWILA WA 98188 Tenant 15200 65TH AVE S 807 TUKWILA WA 98188 Tenant 15200 65TH AVE S 808 TUKWILA WA 98188 Tenant 15200 65TH AVE S 809 TUKWILA WA 98188 Tenant 15200 65TH AVE S 810 TUKWILA WA 98188 Tenant 15200 65TH AVE S 811 TUKWILA WA 98188 Tenant 15200 65TH AVE S 812 TUKWILA WA 98188 Tenant 15200 65TH AVE S 813 TUKWILA WA 98188 Tenant 15200 65TH AVE S 814 TUKWILA WA 98188 Tenant 15200 65TH AVE S 815 TUKWILA WA 98188 OWNER_NAME OWNER ADDRESS OWNER _ CITY OWNER STATE OWNER ZIP Tenant 15200 65TH AVE S 816 TUKWILA WA 98188 Tenant 15200 65TH AVE S 817 TUKWILA WA 98188 Tenant 15200 65TH AVE S 818 TUKWILA WA 98188 Tenant 15200 65TH AVE S 819 TUKWILA WA 98188 Tenant 15200 65TH AVE S 820 TUKWILA WA 98188 Tenant 15200 65TH AVE S 821 TUKWILA WA 98188 Tenant 15200 65TH AVE S 822 TUKWILA WA 98188 Tenant 15200 65TH AVE S 823 TUKWILA WA 98188 Tenant 15200 65TH AVE S 824 TUKWILA WA 98188 Tenant 15200 65TH AVE S 901 TUKWILA WA 98188 Tenant 15200 65TH AVE S 902 TUKWILA WA 98188 Tenant 15200 65TH AVE S 903 TUKWILA WA 98188 Tenant 15200 65TH AVE S 904 TUKWILA WA 98188 Tenant 15200 65TH AVE S 905 TUKWILA WA 98188 Tenant 15200 65TH AVE S 906 TUKWILA WA 98188 Tenant 15200 65TH AVE S 907 TUKWILA WA 98188 Tenant 15200 65TH AVE S 908 TUKWILA WA 98188 Tenant 15200 65TH AVE S 909 TUKWILA WA 98188 Tenant 15200 65TH AVE S 910 TUKWILA WA 98188 Tenant 15200 65TH AVE S 911 TUKWILA WA 98188 Tenant 15200 65TH AVE S 912 TUKWILA WA 98188 Tenant 15200 S 65TH AVE 407 TUKWILA WA 98138 Tenant 15200 S 65TH AVE 805 SEATTLE WA 98104 Tenant 15221 65TH AVE S TUKWILA WA 98188 Tenant 15305 64TH AVE S TUKWILA WA 98188 Tenant 15310 64TH AVE S TUKWILA WA 98188 Tenant 15315 64TH AVE S TUKWILA WA 98188 Tenant 15344 62ND AVE S TUKWILA WA 98188 Tenant 15344 62ND AVE S 1 TUKWILA WA 98188 Tenant 15344 62ND AVE S 2 TUKWILA WA 98188 Tenant 15344 62ND AVE S 3 TUKWILA WA 98188 Tenant 15344 62ND AVE S 4 TUKWILA WA 98188 Tenant 15344 62ND AVE S 5 TUKWILA WA 98188 Tenant 15344 62ND AVE S 5 TUKWILA WA 98188 Tenant 15344 62ND AVE S 6 TUKWILA WA 98188 Tenant 15344 62ND AVE S 7 TUKWILA WA 98188 Tenant 15344 62ND AVE S 8 TUKWILA WA 98188 Tenant 15455 65TH AVE S TUKWILA WA 98188 Tenant 15460 65TH AVE S TUKWILA WA 98188 Tenant 6206 S 153RD ST TUKWILA WA 98188 Tenant 6216 S 153RD ST TUKWILA WA 98188 OWNER_NAME OWNER_ADDRESS OWNER _ CITY OWNER STATE OWNER ZIP Tenant 6250 S 153RD ST TUKWILA WA 98188 Tenant 6300 SOUTHCENTER BLVD TUKWILA WA 98188 Tenant 6400 SOUTHCENTER BLVD TUKWILA WA 98188 Tenant 6402 S 153RD ST TUKWILA WA 98188 Tenant 6410 S 153RD ST TUKWILA WA 98188 Tenant 6415 S 153RD ST TUKWILA WA 98188 Tenant 6420 S 153RD ST TUKWILA WA 98188 Tenant 6450 SOUTHCENTER BLVD TUKWILA WA 98188 Tenant 6503 S 153RD ST TUKWILA WA 98188 Tenant 6507 S 153RD ST TUKWILA WA 98188 Tenant 6510 SOUTHCENTER BLVD TUKWILA WA 98188 Tenant 6511 S 153RD ST 2 TUKWILA WA 98188 Tenant 6515 S 153RD ST TUKWILA WA 98188 Tenant 6519 S 153RD ST TUKWILA WA 98188 Tenant 6542 S 154TH ST TUKWILA WA 98188 TUKWILA COMMUNITY MEMBER 15232 62ND AVE S Apt 13 TUKWILA WA 98188 -2501 TUKWILA COMMUNITY MEMBER 15232 62ND AVE S Apt 14 TUKWILA WA 98188 -2501 TUKWILA COMMUNITY MEMBER 15232 62ND AVE S Apt 15 TUKWILA WA 98188 -2501 TUKWILA COMMUNITY MEMBER 15232 62ND AVE S Apt 16 TUKWILA WA 98188 -2501 TUKWILA COMMUNITY MEMBER 6206 S 153RD ST Apt 10 TUKWILA WA 98188 -2587 TUKWILA COMMUNITY MEMBER 6206 S 153RD ST Apt 11 TUKWILA WA 98188 -2587 TUKWILA COMMUNITY MEMBER 6206 S 153RD ST Apt 12 TUKWILA WA 98188 -2587 TUKWILA COMMUNITY MEMBER 6206 S 153RD ST Apt 9 TUKWILA WA 98188 -2587 TUKWILA COMMUNITY MEMBER 6208 S 153RD ST Apt 17 TUKWILA WA 98188 -8509 TUKWILA COMMUNITY MEMBER 6208 S 153RD ST Apt 18 TUKWILA WA 98188 -8509 TUKWILA COMMUNITY MEMBER 6208 S 153RD ST Apt 19 TUKWILA WA 98188 -8509 TUKWILA COMMUNITY MEMBER 6208 S 153RD ST Apt 20 TUKWILA WA 98188 -8509 TUKWILA COMMUNITY MEMBER 6210 S 153RD ST Apt 5 TUKWILA WA 98188 -2586 TUKWILA COMMUNITY MEMBER 6210 S 153RD ST Apt 6 TUKWILA WA 98188 -2586 TUKWILA COMMUNITY MEMBER 6210 S 153RD ST Apt 7 TUKWILA WA 98188 -2586 TUKWILA COMMUNITY MEMBER 6210 S 153RD ST Apt 8 TUKWILA WA 98188 -2586 TUKWILA COMMUNITY MEMBER 6212 S 153RD ST Apt 21 TUKWILA WA 98188 -8510 TUKWILA COMMUNITY MEMBER 6212 S 153RD ST Apt 22 TUKWILA WA 98188 -8510 TUKWILA COMMUNITY MEMBER 6212 S 153RD ST Apt 23 TUKWILA WA 98188 -8510 TUKWILA COMMUNITY MEMBER 6212 S 153RD ST Apt 24 TUKWILA WA 98188 -8510 TUKWILA COMMUNITY MEMBER 6214 S 153RD ST Apt A TUKWILA WA 98188 -2582 TUKWILA COMMUNITY MEMBER 6214 S 153RD ST Apt B TUKWILA WA 98188 -2582 TUKWILA COMMUNITY MEMBER 6214 S 153RD ST Apt C TUKWILA WA 98188 -2582 TUKWILA COMMUNITY MEMBER 6214 S 153RD ST Apt D TUKWILA WA 98188 -2582 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 101 TUKWILA WA 98188 -2575 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 103 TUKWILA WA 98188 -2575 OWNER_NAME OWNER ADDRESS OWNER _ CITY OWNER STATE OWNER ZIP TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 104 TUKWILA WA 98188 -2575 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 105 TUKWILA WA 98188 -2575 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 106 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 107 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 108 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 109 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 201 TUKWILA WA 98188 -2575 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 202 TUKWILA WA 98188 -2575 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 203 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 205 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 206 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 207 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 208 TUKWILA WA 98188 -2578 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 209 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 301 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 302 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 303 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 304 TUKWILA WA 98188 -2576 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 305 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 306 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 307 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 308 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6216 S 153RD ST Apt 309 TUKWILA WA 98188 -2577 TUKWILA COMMUNITY MEMBER 6220 S 153RD ST Apt 1 TUKWILA WA 98188 -2585 TUKWILA COMMUNITY MEMBER 6220 S 153RD ST Apt 2 TUKWILA WA 98188 -2585 TUKWILA COMMUNITY MEMBER 6220 S 153RD ST Apt 3 TUKWILA WA 98188 -2585 TUKWILA COMMUNITY MEMBER 6220 S 153RD ST Apt 4 TUKWILA WA 98188 -2585 TUKWILA COMMUNITY MEMBER 6503 S 153RD ST Apt 1 TUKWILA WA 98188 -8523 TUKWILA COMMUNITY MEMBER 6503 S 153RD ST Apt 2 TUKWILA WA 98188 -8523 TUKWILA COMMUNITY MEMBER 6503 S 153RD ST Apt 3 TUKWILA WA 98188 -8523 TUKWILA COMMUNITY MEMBER 6503 S 153RD ST Apt 4 TUKWILA WA 98188 -8523 TUKWILA COMMUNITY MEMBER 6507 S 153RD ST Apt 1 TUKWILA WA 98188 -8524 TUKWILA COMMUNITY MEMBER 6507 S 153RD ST Apt 2 TUKWILA WA 98188 -8524 TUKWILA COMMUNITY MEMBER 6507 S 153RD ST Apt 3 TUKWILA WA 98188 -8524 TUKWILA COMMUNITY MEMBER 6507 S 153RD ST Apt 4 TUKWILA WA 98188 -8524 TUKWILA COMMUNITY MEMBER 6511 S 153RD ST Apt 1 TUKWILA WA 98188 -8525 TUKWILA COMMUNITY MEMBER 6511 S 153RD ST Apt 2 TUKWILA WA 98188 -8525 TUKWILA COMMUNITY MEMBER 6511 S 153RD ST Apt 3 TUKWILA WA 98188 -8525 TUKWILA COMMUNITY MEMBER 6511 S 153RD ST Apt 4 TUKWILA WA 98188 -8525 TUKWILA COMMUNITY MEMBER 6515 S 153RD ST Apt 1 TUKWILA WA 98188 -8526 TUKWILA COMMUNITY MEMBER 6515 S 153RD ST Apt 2 TUKWILA WA 98188 -8526 OWNER_NAME OWNER_ADDRESS OWNER _ CITY OWNER STATE OWNER ZIP TUKWILA COMMUNITY MEMBER 6515 S 153RD ST Apt 3 TUKWILA WA 98188 -8526 TUKWILA COMMUNITY MEMBER 6515 S 153RD ST Apt 4 TUKWILA WA 98188 -8526 TUKWILA COMMUNITY MEMBER 6519 S 153RD ST Apt 1 TUKWILA WA 98188 -8527 TUKWILA COMMUNITY MEMBER 6519 S 153RD ST Apt 2 TUKWILA WA 98188 -8527 TUKWILA COMMUNITY MEMBER 6519 S 153RD ST Apt 3 TUKWILA WA 98188 -8527 TUKWILA COMMUNITY MEMBER 6519 S 153RD ST Apt 4 TUKWILA WA 98188 -8527 TUKWILA COMMUNITY MEMBER 6523 S 153RD ST Apt 1 TUKWILA WA 98188 -8528 TUKWILA COMMUNITY MEMBER 6523 S 153RD ST Apt 2 TUKWILA WA 98188 -8528 TUKWILA COMMUNITY MEMBER 6523 S 153RD ST Apt 3 TUKWILA WA 98188 -8528 TUKWILA COMMUNITY MEMBER 6523 S 153RD ST Apt 4 TUKWILA WA 98188 -8528 ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE () OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE KING COUNTY AGENCIES ( ) BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION () KC. DEPT OF PARKS & REC ( KC. ASSESSORS OFFICE p3TUI(WILA SCHOOL DISTRICT ,RTUKWILA LIBRARY () RENTON UBRARY () KENT LIBRARY () CITY OF SEATTLE UBRARY () OWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHUNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS () FIRE () POUCE () FINANCE () PLANNING () BUILDING () PARKS & REC. () MAYOR () CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ixMUCKLESHOOT INDIAN TRIBE (,*CULTURAL RESOURCES PROGRAM (<) FISHERIES PROGRAM (.4 WILDLIFE PROGRAM ( ) SEATTLE TIMES () SOUTH COUNTY JOURNAL P:\ADMIN ISTRATTV EIFORMSICHKLIST. DOC WASHINGTON STATE AGENCIES () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV 24 DEPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.O. () NATIONAL MARINE FISHERIES SERVICE ( ) HEALTH DEPT ( ) PORT OF SEATTLE (.) KC. DEV & ENV!R SERVICES-SEPA INFO CNTR ( o KC. TRANSIT DIVISION - SEPA OFFICIAL ) K.C. LAND & WATER RESOURCES ( ) FOSTER LIBRARY () K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 () CITY OF RENTON PUBUC WORKS () BRYN MAWR- LAKERIDGE SEWER/WATER DISTRICT () RENTON PLANNING DEPT - O CITY OF SEA-TAC () CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS () CITY OF SEATTLE - SEPA INFO CENTER - DCW ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. ()DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION 'SEND NOTICE OF AU. APPUCATIONS ON OUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.V WW SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section 'Applicant 'Other agencies as necessary (checked off on attached list) 'Any parties of record ' send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General . 'Applicant 'Indian Tribes . . 'Other agencies as necessary (checked off on attached list). 'Any parties of record ' send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) . Shoreline Permit Application Form (filled out by applicant) Drawings /Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:V ADMINISTRAT IVEIFORMS\CHICLIST.DOC TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner CidYY1 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: May 14, 2008 SUBJECT: Singh, Kamal — 6 Lot Short Plat 15415 — 65 Ave. South TL# 359700 -0321 SEPA, Short Plat, and Miscellaneous Comments SEPA — E07 -014 MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards SEPA meets Public Works requirements. Comments previously provided to Planning Division. Short Plat — L07 -014 Preliminary Short Plat meets Public Works requirements. Prior to Final Short Plat, the following comments need to be addressed for Public Works. / Owner /Applicant shall sign w/Notary any Private Utilities Easement, across a portion of any Lot for the benefit another Lot, as applicable. Provide a draft copy of Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. I . Owner shall sign with Notary, a Storm Water Easement and Maintenance Agreement. Public Works will prepare document. Allow at least ten (10) days for recording. Owner /Applicant shall sign w/Notary any private sanitary sewer easements, as applicable. 6' Owner shall sign a Sensitive Areas Ordinance Hold Harmless agreement, to be recorded at King County Office of Records. Public Works will prepare document. Allow at least ten (10) days for recording. Page 1 of 3 Short Plat Survey Site Plan Provide note on short plat map, to comply with Geotechnical Engineering Report, by Bruce S. MacVeigh, P.E., dated May 8, 2008 and subsequent geotechnical reports. ,,2! Provide note on short plat, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. Provide legal description of private ingress /egress & utilities easement on short plat map. /Show and label (20' Private Ingress/Egress & Utilities Easement. K.C. Recording No. ), on short plat map. /Show and label (Sidewalk, Drainage, & Utilities Easement). K.C. Recording No. ), on short plat map. Show and label (Public 10' Sanitary Sewer Easement. K.C. Recording No. ), on short plat map. This easement is adjacent and South of the project site. Provide new legal description for each lot; to include "SUBJECT TO - - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH as applicable. Label Private Street Name on Short Plat Map, as assigned by City of Tukwila, Fire Department. Short Plat Site Development Plan Page 2 of 3 7f. ,The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. y / All sawcut areas within 65 Ave. South shall be shown and labeled on the Civil plan sheet(s). ,/3Provide section along center -line of private road. Private access road and driveways, shall not exceed 15% slope. X Turnover documents will be required for any Public infrastructure along 65 Ave. South: for sidewalk, pavement, curb /gutter, and storm drainage; within the City Right -of -Way. Provide cost(s) for each item, if any, to be turned over. City will prepare documents for Owner's signature, if applicable. 5 POwner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, if two (2) houses are to share one (1) side sewer. Public Works will prepare document for signature, if applicable. Miscellaneous Comments K Rockeries higher than 4', shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements, if applicable. Water & sanitary sewer assessment fees may apply. To be determined by City of Tukwila Senior Water and Sanitary Sewer Engineer. Water meter fee for a 3 /4" meter before January 1, 2009 is $6,274.00, including a Cascade Water Alliance (RCFC) charge in the amount of $5,674.00. `Drainage' shall be private and maintained by the owner(s) of the short plat. Owner shall sign with Notary, a private storm drainage easement and maintenance agreement. Public Works will prepare document for execution. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The storm water easement for Private Drainage, should include language stating who will maintain the storm drainage tract area and by what portion. ,The CCR should include a joint private ownership and maintenance of (1) private storm system (2) the private street. All utilities including power are required to be underground, per City of Tukwila ordinance. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. X Transportation Impact Fee applies to the future Building Permit(s). Transportation Concurrency Test Fee applies to the future Public Works Permit. / D0'Owner /Applicant shall pay entire amount of the King County Sewer Excess Capacity Charge, as part of any future Building Permit(s). r(An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 3 of 3 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us • Steven M. Mullet, Mayor Steve Lancaster, Director ftECO l oft er t&p: PER 145 GE14E4 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 / V f e , g Plan Check/Permit Number: L c27` O /¢ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued IW requested by a City Building Inspector or Plans Examiner(AWS /kA/0/25 - 0,0 Project Name: ri n t �iYG.0 / /,,, ,9g4 , vii 5 -Lay fess, S P- Project Address: / �S ? ,�V S, TPcr /z .,' l//A2 Contact Person: Z.P'CE / -6 / Phone Number: (0426J 2¢Z - 766 S Summary of Revision: iapplications\forms- applications on linelrevision submittal Created: 8 -13 -2004 GF97. --4/, /F0 77 ,rd 13‹ L./ E / "Pe=d ci n s- - v I O,o r/ .. /fef i /c /d sJ / ,7i% iV4 G Gi vG L/,c /ate � 2 Paz mev t , ' �A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on May 8, 2008 General: • • Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same er rt (PI" 0 s o Subject: Geotechnical Evaluation for Proposed 6 -Lot Single Family Residential Short Plat, 15415 65th Avenue S., Tukwila, WA (Kamal Singh/Harpal Bual) The purpose- of this report is to evaluate the soils on the above property for general construction considerations, for stability of existing minor steep slopes on the site and for erosion characteristics. The site is approximately 153 feet by 315 feet, and is 48,119 SF or 1.10 acres. It is located on the west side of 65th Avenue S. approximately 200 feet south of S.153rd Street. The site consists of one lot of 1.10 acres located on 65th Avenue S. with a previously existing residence (which has been removed). Six new residences will be constructed in the future. Access for all six lots will be accessed by a new 20 foot wide paved private road, with hammerhead turnaround. The existing single family driveway onto 65th Avenue S. will be removed. The drainage improvements related to the new access road and residences are briefly discussed in this report. The site is gently rolling, with a moderate downhill slope to the south of about 10 to 15 percent, and a steeper localized slope of about 20 percent down to the east in the eastern one third of the site toward 65th Avenue S. Ground cover of the undeveloped lots varies from scattered small trees to lawn areas. The existing lot in the vicinity of the removed residence has established landscaping. Soils on site are not suitable for infiltration, with mottled clay encountered at depths from 12 to 30 inches throughout the site. As such, the collected runoff will be detained and released to the public street system in 65th Avenue S. Based on the topography of the site, only moderate earthwork will be required to create the new access road serving the site off of 65th Avenue S. Site Geology Information - Topographic Data: A field survey topographic mapping of the site has been prepared by Richard Vaisvila, P.L.S. has been prepared in support of the proposed short plat. A copy of this map is 1 • • provided. A reduced copy is provided with this evaluation. Full sized copies are available throught this office or from the planning section of City of Tukwila. Site Geology Information - Subsurface Data: The source of information to evaluate subsurface soil information was a series of four soil logs prepared on October 31, 2006. They were located in probable areas of development, although their distribution is such as to provide information for the entire site. A copy of the soil logs is provided with site sketch. Mottled clay was consistently encountered at depths from 12 to 30 inches throughout the site. Overlying this soil was a relatively sandy clay. Based on experience by this office with other sites in the neighborhood, the clay based soils would have depths exceeding 10 feet. The underlying clay was found to be consistent and dense, with some sand within the clay matrix. Despite the fall season, no groundwater was encountered. This would support the conclusion that the site's soils are uniform and dense. The Alderwood association is common on hillsides in this portion of King County. The soils encountered may indicate an eroded Alderwood association, with the upper layer of silt loamy having been washed to lower elevations since deposition. Collection and disposal of water from building footing drains is an aspect of the proposed drainage measures for the future use of the site. Site Geology Information - Site History: The site reflects the general north -south glacier carving of Puget Sound region macro - topography evident in Puget Sound, the Duwanish Valley, the Kent Valley, Lake Washington, etc. The Alderwood association, of which this appears to consist, is based on the general shaping of previous soils by glacier, with the loamy (or in this case, the sandy clay) overlying layer generated by weathering or final glacial outwash from the last ice age, approximately 10,000 to 12,000 years ago. The underlying clay layer is likely relatively deep, as has been encountered in other evaluations in this area throughout the Tukwila/Duwanish Valley area, down basically to sea level (or the valley floor just above sea level). The topography of the sloped areas observed during site visits indicates no evidence of catastrophic slope failure in any area. Long term very slow surface movement has probably occurred historically, but has been un- noticed in its rural and low density residential uses. Significant movement of the surface soils down the slope, especially in an undeveloped condition, would be measured in decades. No areas of obvious surface erosion or tell tale exposed surface soils were observed. Several significant older trees exist on the steeper portion of the site nearest 65th Avenue S. None exhibited the "curved tree" characteristic indicating surface movement. This 2 Site Geology Information - Seismic Hazard: • S stability is provided by the geometry of the undisturbed slope, and the inherent strength of the undisturbed soils at the surface. Seismic hazards for slopes may be comprised of either general soil saturation or classic seismic liquefaction. With general saturation, failure occurs in either a direct diagonal slippage (shear failure) or at a saturated layer of loose silts which semi - liquefy and "pour" out of their original location in the hillside. The soils of this area do not appear susceptible to this mode of failure due to the generally dense impervious nature of the soils and positive slopes which prevent surcharged saturation. While the above cause of hillside failure is not limited to seismic movement, a seismic event could possibly trigger a failure which would not otherwise have occurred, however this is unlikely. As noted above, there is no indication on the site of this mode of failure occurring previously on this site or in the surrounding area. Based on the above, the possibility of hillside failure by this mode of seismic failure is low. The second mode of failure is caused by a water saturation of a uniformly graded larger grained non - cohesive soil, which in this condition is subject to seismic movement. For the slope areas in question, the possibility of full saturation of any layer is not present. In addition, the soils as noted are not of the type allowing this type of movement. The possibility of seismic movement is, of course, more significant with a sloping site, however, the possibility of seismic liquefaction failure for this hillside is negligible. Based on the soils underlying future construction locations for the site, including residential and road construction, the potential for seismic liquefaction settlement is very low. No special mitigation measures are recommended for construction on this site to mitigate seismic liquefaction. Geotechnical Engineering Information - Slope Stability Studies and Opinions of Slope Stability: No previous slope stability studies are known to have been prepared for this site. As noted above, the site appears stable and not subject to long term erosion or catastrophic failure. Reference slope stability, it is the opinion of this office, based on considerations discussed above, that the existing slopes are geologically stable for the intended use. Geotechnical Engineering Information - Proposed Angles of Cut and Fill Slopes and Site Grading Requirements: 3 • • Moderate earthwork will be required to construct the access road for this site, and moderate to light earthwork as part of the new house construction. The following are provided for general information. It is recommended that the footing bases for the new residences be placed at or below a 2:1 slope from adjacent downhill slopes. During temporary excavations for basements and foundations, a vertical cut face is acceptable. For deeper excavations, with potential cuts up to eight or ten feet in depth, it is recommended that cuts be backsloped at 1:1 or flatter at depths of more than four feet, per standard practice. Long term permanent cuts and fills involving native soils should be at a maximum of 2:1 unless otherwise approved by a licensed engineer familiar with the site. Site grading should follow standard practice as regards erosion control, stockpiling of soils, and minimizing the areas to be cleared and disturbed to that necessary for approved construction. Significant structural fill should not be required for the proposed new residences. Should it be required, the following guidelines should be followed. Cut horizontal steps into the slope (for fills over 3 feet total), place non -clay materials in maximum 6" lifts, and mechanically compact to 95 percent. Note that for non - structural fill in yard areas, the 6" lifts and mechanical compaction may be omitted, although some settling will occur over time. Revegetation of finished slope areas should follow good landscaping practice. Geotechnical Engineering Information - Structural Foundation Requirements and Estimated Foundation Settlement: A foundation bearing pressure of 2,000 PSF is suitable for undisturbed soils for this site. All foundations should be placed on undisturbed soils a minimum of 18" below finished grade. All foundations should be placed at a 2:1 backslope or farther from the toe of any slope. Areas found to have unengineered old fill during construction should be evaluated prior to placement of foundations or roads/driveways in those areas. Based on observed soils, a lateral resistance factor of 0.40 for lateral loading may be safely used for design of structural retaining walls and, where used, basement walls. Note that the basement floors will be cast concrete and will provide additional long term lateral resistance to movement of the walls and their footings. It is recommended that the inside of the basement wall footings be backfilled against prior to exterior backfilling as a good general construction practice. This backfilling may be omitted in shallow crawl space foundations. Based on experience with similar soils used for wood frame residential construction, a settlement of less that 1/4 inch would be expected within a 50 foot length of foundation. It should be noted that during the site visit by this office, the existing concrete foundations for the previously existing house, which had been in place for up to 50 years, showed very little settlement. ' 4 i • Geotechnical Engineering Information - Soil Compaction Criteria: Clay soils on site are not suitable for deep structural fill. Clay soils on site are suitable only for shallow structural backfill, which would be characterized as one foot or less. Deeper fills, if required, may use an imported select granular pit run. Compaction in foundation and vehicular traffic areas for all acceptable soils should be to 95 %, uniformly and mechanically compacted. The need for structural backfill for this site, except in utility trenching, is minimal. As indicated above, backfilling of minor trenches with existing loam material is acceptable, provided it is mechanically compacted in 6 inch lifts, and that it is done in only damp or dry weather. Questions relating to the adequacy of compacted material should be evaluated by a licensed engineer inspection on site. Geotechnical Engineering Information - Proposed Surface and Subsurface Drainage: Surface runoff from impervious surfaces will be collected and routed a common on -site detention tank system, with restricted release to the adjacent street drainage system. All foundations and retaining walls will be protected by piped footing drains which lead to the common storm system. Geotechnical Engineering Information - Proposed Use of On Site Sewage System(s) This site is served by public sewer and does not require the use of OSS systems (drainfields). Geotechnical Engineering Information - Lateral Earth Pressures: Due to the dense nature of the in place soils, an active design lateral pressure for retaining walls of 35 PCF is suitable, with an at rest lateral pressure for foundation walls of 60 PCF recommended. All walls over 4 feet in total height must be designed by a licensed engineer and use the 1.5 safety factor per accepted practice. All walls with either a soil or vehicular traffic surcharge will require consideration of the surcharge, to be determined as part of the specific wall design. Geotechnical Engineering Information - Vulnerability of Site to Erosion: Undisturbed bare soils on site are moderately subject to erosion. Disturbed soils are subject to significant erosion. Disturbed soils on or near the slope areas are subject to heavy erosion. For the above reasons the exposure of disturbed soils on or near the slope areas should be protected with straw or tarping if left exposed for more than one week during the wet season. All disturbed areas must have properly installed silt fencing on their downhill side. A standard §tabilized rock construction entrance will be used on site to prevent mud and silt from the site entering the street drainage system. 5 • • With the use of erosion control measures, as mentioned above, the proposed construction should be able to take place without significant erosion to the site, or the transporting of silts off site. Geotechnical Engineering Information - Suitability of On -Site Soils for Use as Fill: The native clay soils on -site are not suitable for structural fill, as noted above. Note significant quantities of clay in the existing soils prevents their use for deep structural fills over one foot deep. Clay soils may be used for non - structural fill, with the understanding that long term settling may occur proportional to the depth of the fill. This may be evaluated on a case by case basis during construction. Geotechnical.Engineering Information - Laboratory Data and Soil Index Properties: Field testing was done of soil samples encountered. Used were both wet and dry techniques. The soils were found to be a dense sandy mottled clays, in the areas and depths indicated above. Formal laboratory testing of soil samples was not deemed necessary for the evaluation of site soils for this site and type of construction. Geotechnical Engineering Information - Building Limitations: The construction of the above new residences may take place during wet weather provided the above specified erosion control measures are strictly employed. Arbitrary wet weather restrictions based on specific dates for this site and its development are not recommended. Providing the above recommendations and construction criteria are adhered to in the design and placement of the residential structure and related site work, no site related building limitations are recommended for these sites. Note that dewatering procedures may be required for deep excavations in wet weather. Summery: The site is suitable for conventional residential construction. Drai age of impervious surfaces, including roof and driveways must be collected, detained in a common detention system, with restricted release to the adjacent street system. 6 Statement of Risk: (Intended to comply with TMC Risk Statement Requirements) While the general slope of the site is typically about 10 to 15 percent in the construction areas, some minor areas have slopes up to 20 percent. The total difference in elevation of these construction areas is up to 20 feet. The level of projected disturbance, combined with the stable soils noted above, indicate that the site, and the surrounding properties (which are all similar), is not by definition a "geologic hazard" area and that additional studies and construction restrictions relating to geologic hazard areas do not apply to this project. In addition, the construction as proposed is so minor as to not pose a threat to public health, safety and welfare. The construction may occur with no greater threat to the site or to adjacent properties than if the site were level. In summery, the plans and specifications submitted for the proposed access road construction and general specifics of proposed new residences have been reviewed and conform to the conditions and recommendations in this evaluation, specifics noted above, and provided that the conditions and recommendations are satisfied, the construction and development will not increase the potential for soil movement; and the risk of damage to the proposed development, and from the development to adjacent properties, from soil instability will be minimal (a very low possibility of risk). Questions relating to this report and to site related problems which may arise during construction of the new residences may be directed to this office. Bruce S. MacV - igh P.E. Civil Engineer • • OCPIRES: 4/24/ G 7 bualspgeo /0668 it PEAR 95.00' LOT 3 7.600 sq. ft. SRR•45'3q'E R LI SH ED 95.00' LOT 4 ri 7,665 sq. ft. Cr WOOD BOARD FEND 115 •1' LS No OF CALC. 113.70' 3W MIRE CONC SIDEWALK 8.070 107.00' as don LOT 5 8.560 sq. ft. 48,130 sq. f t.DEMO 1.10 acres S88'45'39'E 107.00' ACESS. DRAINAGE & UTILITIES EASEMENT B LOT 5 AND LOT 6 ONLY LOT 6 7,081 sq. ft. BEGIN FENCE 0.7 S. • PROP. WIDE D ALL 6 3. 23604 POSITION FFSET S) I DC FENCE .S No. 12338 )F CALC.POS. FENCE LINE n / " =¢D' 5' SANITARY SEWER N88'45'39'W 339.11' EASEMENT FOR LOT 5 S. 153RD ST M.W. ADDITION VOL. 5 P. 48 S88'45'39'E 290.06' CNaltnlwt FEN ACCESS, DRAINAGE & UTILITIES EASEMENT BETWEEN ALL 6 LOTS (INCLUDES TURNAROUND) SIDEWALK. DRAIN. EASEMENT BETWE ALL 6 LOTS (BOT • SOIL LOGS 31 OCT 06 SL 1 0 -20" 20 -36 "+ SL2 0 -12" 12 -36 "+ SL3 0 -30" 30 -36 "+ SL4 0 -18" 18 -36 "+ SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED 3 • 5 May 8, 2008 General: • • Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same R Ecovso cm/ ithou MAY o9 ?A6 pER► G�t� Subject: Geotechnical Evaluation for Proposed 6 -Lot Single Family Residential Short Plat, 15415 65th Avenue S., Tukwila, WA (Kamal Singh/Harpal Bual) The purpose- of this report is to evaluate the soils on the above property for general construction considerations, for stability of existing minor steep slopes on the site and for erosion characteristics. The site is approximately 153 feet by 315 feet, and is 48,119 SF or 1.10 acres. It is located on the west side of 65th Avenue S. approximately 200 feet south of S.153rd Street. The site consists of one lot of 1.10 acres located on 65th Avenue S. with a previously existing residence (which has been removed). Six new residences will be constructed in the future. Access for all six lots will be accessed by a new 20 foot wide paved private road, with hammerhead turnaround. The existing single family driveway onto 65th Avenue S. will be removed. The drainage improvements related to the new access road and residences are briefly discussed in this report. The site is gently rolling, with a moderate downhill slope to the south of about 10 to 15 percent, and a steeper localized slope of about 20 percent down to the east in the eastern one third of the site toward 65th Avenue S. Ground cover of the undeveloped lots varies from scattered small trees to lawn areas. The existing lot in the vicinity of the removed residence has established landscaping. Soils on site are not suitable for infiltration, with mottled clay encountered at depths from 12 to 30 inches throughout the site. As such, the collected runoff will be detained and released to the public street system in 65th Avenue S. Based on the topography of the site, only moderate earthwork will be required to create the new access road serving the site off of 65th Avenue S. Site Geology Information - Topographic Data: A field survey topographic mapping of the site has been prepared by Richard Vaisvila, P.L.S. has been prepared in support of the proposed short plat. A copy of this map is 1 • • provided. A reduced copy is provided with this evaluation. Full sized copies are available throught this office or from the planning section of City of Tukwila. Site Geology Information - Subsurface Data: The source of information to evaluate subsurface soil information was a series of four soil logs prepared on October 31, 2006. They were located in probable areas of development, although their distribution is such as to provide information for the entire site. A copy of the soil logs is provided with site sketch. Mottled clay was consistently encountered at depths from 12 to 30 inches throughout the site. Overlying this soil was a relatively sandy clay. Based on experience by this office with other sites in the neighborhood, the clay based soils would have depths exceeding 10 feet. The underlying clay was found to be consistent and dense, with some sand within the clay matrix. Despite the fall season, no groundwater was encountered. This would support the conclusion that the site's soils are uniform and dense. The Alderwood association is common on hillsides in this portion of King County. The soils encountered may indicate an eroded Alderwood association, with the upper layer of silt loamy having been washed to lower elevations since deposition. Collection and disposal of water from building footing drains is an aspect of the proposed drainage measures for the future use of the site. Site Geology Information - Site History: The site reflects the general north -south glacier carving of Puget Sound region macro - topography evident in Puget Sound, the Duwanish Valley, the Kent Valley, Lake Washington, etc. The Alderwood association, of which this appears to consist, is based on the general shaping of previous soils by glacier, with the loamy (or in this case, the sandy clay) overlying layer generated by weathering or final glacial outwash from the last ice age, approximately 10,000 to 12,000 years ago. The underlying clay layer is likely relatively deep, as has been encountered in other evaluations in this area throughout the Tukwila/Duwanish Valley area, down basically to sea level (or the valley floor just above sea level). The topography of the sloped areas observed during site visits indicates no evidence of catastrophic slope failure in any area. Long term very slow surface movement has probably occurred historically, but has been un- noticed in its rural and low density residential uses. Significant movement of the surface soils down the slope, especially in an undeveloped condition, would be measured in decades. No areas of obvious surface erosion or tell tale exposed surface soils were observed. Several significant older trees exist on the steeper portion of the site nearest 65th Avenue S. None exhibited the "curved tree" characteristic indicating surface movement. This 2 • • stability is provided by the geometry of the undisturbed slope, and the inherent strength of the undisturbed soils at the surface. Site Geology Information - Seismic Hazard: Seismic hazards for slopes may be comprised of either general soil saturation or classic seismic liquefaction. With general saturation, failure occurs in either a direct diagonal slippage (shear failure) or at a saturated layer of loose silts which semi - liquefy and "pour" out of their original location in the hillside. The soils of this area do not appear susceptible to this mode of failure due to the generally dense impervious nature of the soils and positive slopes which prevent surcharged saturation. While the above cause of hillside failure is not limited to seismic movement, a seismic event could possibly trigger a failure which would not otherwise have occurred, however this is unlikely. As noted above, there is no indication on the site of this mode of failure occurring previously on this site or in the surrounding area. Based on the above, the possibility of hillside failure by this mode of seismic failure is low. The second mode of failure is caused by a water saturation of a uniformly graded larger grained non - cohesive soil, which in this condition is subject to seismic movement. For the slope areas in question, the possibility of full saturation of any layer is not present. In addition, the soils as noted are not of the type allowing this type of movement. The possibility of seismic movement is, of course, more significant with a sloping site, however, the possibility of seismic liquefaction failure for this hillside is negligible. Based on the soils underlying future construction locations for the site, including residential and road construction, the potential for seismic liquefaction settlement is very low. No special mitigation measures are recommended for construction on this site to mitigate seismic liquefaction. Geotechnical Engineering Information - Slope Stability Studies and Opinions of Slope Stability: No previous slope stability studies are known to have been prepared for this site. As noted above, the site appears stable and not subject to long term erosion or catastrophic failure. Reference slope stability, it is the opinion of this office, based on considerations discussed above, that the existing slopes are geologically stable for the intended use. Geotechnical Engineering Information - Proposed Angles of Cut and Fill Slopes and Site Grading Requirements: 3 • Moderate earthwork will be required to construct the access road for this site, and moderate to light earthwork as part of the new house construction. The following are provided for general information. It is recommended that the footing bases for the new residences be placed at or below a 2:1 slope from adjacent downhill slopes. During temporary excavations for basements and foundations, a vertical cut face is acceptable. For deeper excavations, with potential cuts up to eight or ten feet in depth, it is recommended that cuts be backsloped at 1:1 or flatter at depths of more than four feet, per standard practice. Long term permanent cuts and fills involving native soils should be at a maximum of 2:1 unless otherwise approved by a licensed engineer familiar with the site. Site grading should follow standard practice as regards erosion control, stockpiling of soils, and minimizing the areas to be cleared and disturbed to that necessary for approved construction. Significant structural fill should not be required for the proposed new residences. Should it be required, the following guidelines should be followed. Cut horizontal steps into the slope (for fills over 3 feet total), place non -clay materials in maximum 6" lifts, and mechanically compact to 95 percent. Note that for non - structural fill in yard areas, the 6" lifts and mechanical compaction may be omitted, although some settling will occur over time. Revegetation of finished slope areas should follow good landscaping practice. Geotechnical Engineering Information - Structural Foundation Requirements and Estimated Foundation Settlement: A foundation bearing pressure of 2,000 PSF is suitable for undisturbed soils for this site. All foundations should be placed on undisturbed soils a minimum of 18" below finished grade. All foundations should be placed at a 2:1 backslope or farther from the toe of any slope. Areas found to have unengineered old fill during construction should be evaluated prior to placement of foundations or roads/driveways in those areas. Based on observed soils, a lateral resistance factor of 0.40 for lateral loading may be safely used for design of structural retaining walls and, where used, basement walls. Note that the basement floors will be cast concrete and will provide additional long term lateral resistance to movement of the walls and their footings. It is recommended that the inside of the basement wall footings be backfilled against prior to exterior backfilling as a good general construction practice. This backfilling may be omitted in shallow crawl space foundations. Based on experience with similar soils used for wood frame residential construction, a settlement of less that 1/4 inch would be expected within a 50 foot length of foundation. It should be noted that during the site visit by this office, the existing concrete foundations for the previously existing house, which had been in place for up to 50 years, showed very little settlement. 4 • • Geotechnical Engineering Information - Soil Compaction Criteria: Clay soils on site are not suitable for deep structural fill. Clay soils on site are suitable only for shallow structural backfill, which would be characterized as one foot or less. Deeper fills, if required, may use an imported select granular pit run. Compaction in foundation and vehicular traffic areas for all acceptable soils should be to 95 %, uniformly and mechanically compacted. The need for structural backfill for this site, except in utility trenching, is minimal As indicated above, backfilling of minor trenches with existing loam material is acceptable, provided it is mechanically compacted in 6 inch lifts, and that it is done in only damp or dry weather. Questions relating to the adequacy of compacted material should be evaluated by a licensed engineer inspection on site. Geotechnical Engineering Information - Proposed Surface and Subsurface Drainage: Surface runoff from impervious surfaces will be collected and routed a common on -site detention tank system, with restricted release to the adjacent street drainage system. All foundations and retaining walls will be protected by piped footing drains which lead to the common storm system. Geotechnical Engineering Information - Proposed Use of On Site Sewage System(s) This site is served by public sewer and does not require the use of OSS systems (drainfields). Geotechnical Engineering Information - Lateral Earth Pressures: Due to the dense nature of the in place soils, an active design lateral pressure for retaining walls of 35 PCF is suitable, with an at rest lateral pressure for foundation walls of 60 PCF recommended. All walls over 4 feet in total height must be designed by a licensed engineer and use the 1.5 safety factor per accepted practice. All walls with either a soil or vehicular traffic surcharge will require consideration of the surcharge, to be determined as part of the specific wall design. Geotechnical Engineering Information - Vulnerability of Site to Erosion: Undisturbed bare soils on site are moderately subject to erosion. Disturbed soils are subject to significant erosion. Disturbed soils on or near the slope areas are subject to heavy erosion. For the above reasons the exposure of disturbed soils on or near the slope areas should be protected with straw or tarping if left exposed for more than one week during the wet season. All disturbed areas must have properly installed silt fencing on their downhill side. A standard Stabilized rock construction entrance will be used on site to prevent mud and silt from the site entering the street drainage system. 5 With the use of erosion control measures, as mentioned above, the proposed construction should be able to take place without significant erosion to the site, or the transporting of silts off site. Geotechnical Engineering Information - Suitability of On -Site Soils for Use as Fill: The native clay soils on -site are not suitable for structural fill, as noted above. Note significant quantities of clay in the existing soils prevents their use for deep structural fills over one foot deep. Clay soils may be used for non - structural fill, with the understanding that long term settling may occur proportional to the depth of the fill. This may be evaluated on a case by case basis during construction. Geotechnical. Engineering Information - Laboratory Data and Soil Index Properties: Field testing was done of soil samples encountered. Used were both wet and dry techniques. The soils were found to be a dense sandy mottled clays, in the areas and depths indicated above. Formal laboratory testing of soil samples was not deemed necessary for the evaluation of site soils for this site and type of construction. Geotechnical Engineering Information - Building Limitations: The construction of the above new residences may take place during wet weather provided the above specified erosion control measures are strictly employed. Arbitrary wet weather restrictions based on specific dates for this site and its development are not recommended. Providing the above recommendations and construction criteria are adhered to in the design and placement of the residential structure and related site work, no site related building limitations are recommended for these sites. Note that dewatering procedures may be required for deep excavations in wet weather. Summery: i • The site is suitable for conventional residential construction. Drainage of impervious surfaces, including roof and driveways must be collected, detained in a common detention system, with restricted release to the adjacent street system. 6 Statement of Risk: (Intended to comply with TMC Risk Statement Requirements) While the general slope of the site is typically about 10 to 15 percent in the construction areas, some minor areas have slopes up to 20 percent. The total difference in elevation of these construction areas is up to 20 feet. The level of projected disturbance, combined with the stable soils noted above, indicate that the site, and the surrounding properties (which are all similar), is not by definition a "geologic hazard" area and that additional studies and construction restrictions relating to geologic hazard areas do not apply to this project. In addition, the construction as proposed is so minor as to not pose a threat to public health, safety and welfare. The construction may occur with no greater threat to the site or to adjacent properties than if the site were level. In summery, the plans and specifications submitted for the proposed access road construction and general specifics of proposed new residences have been reviewed and conform to the conditions and recommendations in this evaluation, specifics noted above, and provided that the conditions and recommendations are satisfied, the construction and development will not increase the potential for soil movement; and the risk of damage to the proposed development, and from the development to adjacent properties, from soil instability will be minimal (a very low possibility of risk). Questions relating to this report and to site related problems which may arise during construction of the new residences may be directed to this office. Bruce S. MacV igh P.E. Civil Engineer • • £(FIRES: 4/24/ G 7 bualspgeo /0668 3. 23604 POSITION FFSET S) 107.00' ACESS. DRAINAGE .& UTIUTIES EASEMENT BETWEEN LOT 5 AND LOT 6 ONLY LOT 6 7,081 sq. ft. IT MR 95.00' LOT 3 7,600 sq. ft. R LI SHED 95.00' LOT 4 n 7.665 sq. ft. 8' woao BOARD FENCE 115 • ' 3C MAKE CONC SIDEWALK 8,070 113.70' R20' i LOT 2 9,154 sq. ft. 4 CN ir 107.00' 2e' ULM LOT 5 8,560 sq. ft. S88'45'39'E BEGIN FENCE 0.7' S. • PROP FNO. IP W/ 1.10' S LS No. 2' EONRO UNE IX FENCE W , S No. 12336 1F CALC.POS. FENCE UNE n � I, = T om, S. 153RD ST M:W. ADDITION VOL. 53 P. 48 5' SANITARY SEWER N88•45'39'W 339.11' EASEMENT FOR LOT 5 S88'45'39'E 290.06' 6, CNAINUNK ACCESS. DRAINAGE & UTIUTIES EASEMENT BETWEEN ALL 6 LOTS (INCLUDES TURNAROUND) SIDEWALK. DRAIN. EASEMENT BETWE • ALL 6 LOTS (B01 SOIL LOGS 31 OCT 06 SL 1 0 -20" 20 -36 "+ SL2 0 -12" 12 -36 "+ SL3 0 -30" 30 -36 "+ SL4 0 -18" 18 -36 "+ SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED 3 A x S 5 May 8, 2008 General: • • Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Subject: Geotechnical Evaluation for Proposed 6 -Lot Single Family Residential Short Plat, 15415 65th Avenue S., Tukwila, WA (Kamal Singh/Harpal Bual) The purpose of this report is to evaluate the soils on the above property for general construction considerations, for stability of existing minor steep slopes on the site and for erosion characteristics. The site is approximately 153 feet by 315 feet, and is 48,119 SF or 1.10 acres. It is located on the west side of 65th Avenue S. approximately 200 feet south of S.153rd Street. The site consists of one lot of 1.10 acres located on 65th Avenue S. with a previously existing residence (which has been removed). Six new residences will be constructed in the future. Access for all six lots will be accessed by a new 20 foot wide paved private road, with hammerhead turnaround. The existing single family driveway onto 65th Avenue S. will be removed. The drainage improvements related to the new access road and residences are briefly discussed in this report. The site is gently rolling, with a moderate downhill slope to the south of about 10 to 15 percent, and a steeper localized slope of about 20 percent down to the east in the eastern one third of the site toward 65th Avenue S. Ground cover of the undeveloped lots varies from scattered small trees to lawn areas. The existing lot in the vicinity of the removed residence has established landscaping. Soils on site are not suitable for infiltration, with mottled clay encountered at depths from 12 to 30 inches throughout the site. As such, the collected runoff will be detained and released to the public street system in 65th Avenue S. Based on the topography of the site, only moderate earthwork will be required to create the new access road serving the site off of 65th Avenue S. Site Geology Information - Topographic Data: A field survey topographic mapping of the site has been prepared by Richard Vaisvila, P.L.S. has been prepared in support of the proposed short plat. A copy of this map is t Site Geology Information - Subsurface Data: • provided. A reduced copy is provided with this evaluation. Full sized copies are available drought this office or from the planning section of City of Tukwila. The source of information to evaluate subsurface soil information was a series of four soil logs prepared on October 31, 2006. They were located in probable areas of development, although their distribution is such as to provide information for the entire site. A copy of the soil logs is provided with site sketch. Mottled clay was consistently encountered at depths from 12 to 30 inches throughout the site. Overlying this soil was a relatively sandy clay. Based on experience by this office with other sites in the neighborhood, the clay based soils would have depths exceeding 10 feet. The underlying clay was found to be consistent and dense, with some sand within the clay matrix. Despite the fall season, no groundwater was encountered. This would support the conclusion that the site's soils are uniform and dense. The Alderwood association is common on hillsides in this portion of King County. The soils encountered may indicate an eroded Alderwood association, with the upper layer of silt loamy having been washed to lower elevations since deposition. Collection and disposal of water from building footing drains is an aspect of the proposed drainage measures for the future use of the site. Site Geology Information - Site History: The site reflects the general north -south glacier carving of Puget Sound region macro - topography evident in Puget Sound, the Duwanish Valley, the Kent Valley, Lake Washington, etc. The Alderwood association, of which this appears to consist, is based on the general shaping of previous soils by glacier, with the loamy (or in this case, the sandy clay) overlying layer generated by weathering or final glacial outwash from the last ice age, approximately 10,000 to 12,000 years ago. The underlying clay layer is likely relatively deep, as has been encountered in other evaluations in this area throughout the Tukwila/Duwanish Valley area, down basically to sea level (or the valley floor just above sea level). The topography of the sloped areas observed during site visits indicates no evidence of catastrophic slope failure in any area. Long term very slow surface movement has probably occurred historically, but has been un- noticed in its rural and low density residential uses. Significant movement of the surface soils down the slope, especially in an undeveloped condition, would be measured in decades. No areas of obvious surface erosion or tell tale exposed surface soils were observed. Several significant older trees exist on the steeper portion of the site nearest 65th Avenue S. None exhibited the "curved tree" characteristic indicating surface movement. This 2 • • stability is provided by the geometry of the undisturbed slope, and the inherent strength of the undisturbed soils at the surface. Site Geology Information - Seismic Hazard- Seismic hazards for slopes may be comprised of either general soil saturation or classic seismic liquefaction. With general saturation, failure occurs in either a direct diagonal slippage (shear failure) or at a saturated layer of loose silts which semi - liquefy and "pour" out of their original location in the hillside. The soils of this area do not appear susceptible to this mode of failure due to the generally dense impervious nature of the soils and positive slopes which prevent surcharged saturation. While the above cause of hillside failure is not limited to seismic movement, a seismic event could possibly trigger a failure which would not otherwise have occurred, however this is unlikely. As noted above, there is no indication on the site of this mode of failure occurring previously on this site or in the surrounding area. Based on the above, the possibility of hillside failure by this mode of seismic failure is low. The second mode of failure is caused by a water saturation of a uniformly graded larger grained non - cohesive soil, which in this condition is subject to seismic movement. For the slope areas in question, the possibility of full saturation of any layer is not present. In addition, the soils as noted are not of the type allowing this type of movement. The possibility of seismic movement is, of course, more significant with a sloping site, however, the possibility of seismic liquefaction failure for this hillside is negligible. Based on the soils underlying future construction locations for the site, including residential and road construction, the potential for seismic liquefaction settlement is very low. No special mitigation measures are recommended for construction on this site to mitigate seismic liquefaction. Geotechnical Engineering Information - Slope Stability Studies and Opinions of Slope Stability: No previous slope stability studies are known to have been prepared for this site. As noted above, the site appears stable and not subject to long term erosion or catastrophic failure. Reference slope stability, it is the opinion of this office, based on considerations discussed above, that the existing slopes are geologically stable for the intended use. Geotechnical Engineering Information - Proposed Angles of Cut and Fill Slopes and Site Grading Requirements: 3 • • Moderate earthwork will be required to construct the access road for this site, and moderate to light earthwork as part of the new house construction. The following are provided for general information. It is recommended that the footing bases for the new residences be placed at or below a 2:1 slope from adjacent downhill slopes. During temporary excavations for basements and foundations, a vertical cut face is acceptable. For deeper excavations, with potential cuts up to eight or ten feet in depth, it is recommended that cuts be backsloped at 1:1 or flatter at depths of more than four feet, per standard practice. Long term permanent cuts and fills involving native soils should be at a maximum of 2:1 unless otherwise approved by a licensed engineer familiar with the site. Site grading should follow standard practice as regards erosion control, stockpiling of soils, and minimizing the areas to be cleared and disturbed to that necessary for approved construction. Significant structural fill should not be required for the proposed new residences. Should it be required, the following guidelines should be followed. Cut horizontal steps into the slope (for fills over 3 feet total), place non -clay materials in maximum 6" lifts, and mechanically compact to 95 percent. Note that for non - structural fill in yard areas, the 6" lifts and mechanical compaction may be omitted, although some settling will occur over time. Revegetation of finished slope areas should follow good landscaping practice. Geotechnical Engineering Information - Structural Foundation Requirements and Estimated Foundation Settlement: A foundation bearing pressure of 2,000 PSF is suitable for undisturbed soils for this site. All foundations should be placed on undisturbed soils a minimum of 18" below finished grade. All foundations should be placed at a 2:1 backslope or farther from the toe of any slope. Areas found to have unengineered old fill during construction should be evaluated prior to placement of foundations or roads /driveways in those areas. Based on observed soils, a lateral resistance factor of 0.40 for lateral loading may be safely used for design of structural retaining walls and, where used, basement walls. Note that the basement floors will be cast concrete and will provide additional long term lateral resistance to movement of the walls and their footings. It is recommended that the inside of the basement wall footings be backfilled against prior to exterior backfilling as a good general construction practice. This backfilling may be omitted in shallow crawl space foundations. Based on experience with similar soils used for wood frame residential construction, a settlement of less that 1/4 inch would be expected within a 50 foot length of foundation. It should be noted that during the site visit by this office, the existing concrete foundations for the previously existing house, which had been in place for up to 50 years, showed very little settlement. ' 4 • • Geotechnical Engineering Information - Soil Compaction Criteria: Clay soils on site are not suitable for deep structural fill. Clay soils on site are suitable only for shallow structural backfill, which would be characterized as one foot or less. Deeper fills, if required, may use an imported select granular pit run. Compaction in foundation and vehicular traffic areas for all acceptable soils should be to 95 %, uniformly and mechanically compacted. The need for structural backfill for this site, except in utility trenching, is minimal As indicated above, backfilling of minor trenches with existing loam material is acceptable, provided it is mechanically compacted in 6 inch lifts, and that it is done in only damp or dry weather. Questions relating to the adequacy of compacted material should be evaluated by a licensed engineer inspection on site. Geotechnical Engineering Information - Proposed Surface and Subsurface Drainage: Surface runoff from impervious surfaces will be collected and routed a common on -site detention tank system, with restricted release to the adjacent street drainage system. All foundations and retaining walls will be protected by piped footing drains which lead to the common storm system. Geotechnical Engineering Information - Proposed Use of On Site Sewage System(s) This site is served by public sewer and does not require the use of OSS systems (drainfields). Geotechnical Engineering Information - Lateral Earth Pressures: Due to the dense nature of the in place soils, an active design lateral pressure for retaining walls of 35 PCF is suitable, with an at rest lateral pressure for foundation walls of 60 PCF recommended. All walls over 4 feet in total height must be designed by a licensed engineer and use the 1.5 safety factor per accepted practice. All walls with either a soil or vehicular traffic surcharge will require consideration of the surcharge, to be determined as part of the specific wall design. Geotechnical Engineering Information - Vulnerability of Site to Erosion: Undisturbed bare soils on site are moderately subject to erosion. Disturbed soils are subject to significant erosion. Disturbed soils on or near the slope areas are subject to heavy erosion. For the above reasons the exposure of disturbed soils on or near the slope areas should be protected with straw or tarping if left exposed for mare than one week during the wet season. All disturbed areas must have properly installed silt fencing on their downhill side. A standard stabilized rock construction entrance will be used on site to prevent mud and silt from the site entering the street drainage system. 5 • • With the use of erosion control measures, as mentioned above, the proposed construction should be able to take place without significant erosion to the site, or the transporting of silts off site. Geotechnical Engineering Information - Suitability of On -Site Soils for Use as Fill: The native clay soils on -site are not suitable for structural fill, as noted above. Note significant quantities of clay in the existing soils prevents their use for deep structural fills over one foot deep. Clay soils may be used for non - structural fill, with the understanding that long term settling may occur proportional to the depth of the fill. This may be evaluated on a case by case basis during construction. Geotechnical. Engineering Information - Laboratory Data and Soil Index Properties: Field testing was done of soil samples encountered. Used were both wet and dry techniques. The soils were found to be a dense sandy mottled clays, in the areas and depths indicated above. Formal laboratory testing of soil samples was not deemed necessary for the evaluation of site soils for this site and type of construction. Geotechnical Engineering Information - Building Limitations: The construction of the above new residences may take place during wet weather provided the above specified erosion control measures are strictly employed. Arbitrary wet weather restrictions based on specific dates for this site and its development are not recommended. Providing the above recommendations and construction criteria are adhered to in the design and placement of the residential structure and related site work, no site related building limitations are recommended for these sites. Note that dewatering procedures may be required for deep excavations in wet weather. Summery: The site is suitable for conventional residential construction. Drainage of impervious surfaces, including roof and driveways must be collected, detained in a common detention system, with restricted release to the adjacent street system. 6 Statement of Risk: (Intended to comply with TMC Risk Statement Requirements) While the general slope of the site is typically about 10 to 15 percent in the construction areas, some minor areas have slopes up to 20 percent. The total difference in elevation of these construction areas is up to 20 feet. The level of projected disturbance, combined with the stable soils noted above, indicate that the site, and the surrounding properties (which are all similar), is not by definition a "geologic hazard" area and that additional studies and construction restrictions relating to geologic hazard areas do not apply to this project. In addition, the construction as proposed is so minor as to not pose a threat to public health, safety and welfare. The construction may occur with no greater threat to the site or to adjacent properties than if the site were level. In summery, the plans and specifications submitted for the proposed access road construction and general specifics of proposed new residences have been reviewed and conform to the conditions and recommendations in this evaluation, specifics noted above, and provided that the conditions and recommendations are satisfied, the construction and development will not increase the potential for soil movement; and the risk of damage to the proposed development, and from the development to adjacent properties, from soil instability will be minimal (a very low possibility of risk). Questions relating to this report and to site related problems which may arise during construction of the new residences may be directed to this office. Bruce S. MacV igh P.E. Civil Engineer • • ,SIRES: 4/24/ a 7 bualspgeo /0668 +r vcm 95.00' LOT 3 7,600 sq. ft. R LISHED 95.00' 6' WOOD BOARD FENCE 115 •1' 113.70' R20' LOT 2 9,154 sq. ft. 4'04 137.10' sr WAE CONC SIDEWALK 8,070 D. IP W/ 107.00' LOT 5 8,560 sq. ft. 48,130 sq. f t,DEMO 1.10 acres S88'45'39'E 107.00' ACESS. DRAINAGE & UTILITIES EASEMENT B LOT 5 AND LOT 6 ONLY LOT 6 7,081 sq. ft. BEGIN FENCE 0.7' S. • PROP LS No. 1 •.. 2'EONRO UNE WOE D ALL 6 3. 23604 POSITION FFSET S) IX FENCE W .5 No. 12336 )F CALC.POS. FENCE UNE /" = ¢D' M.W. ADDITION VOL. 5 P. 48 5' SANITARY SEWER N88'45'39'W 339.11' EASEMENT FOR LOT 5 S. 153RD ST S88'45'39'E 290.06' e, FEN CHAINLINK ACCESS DRAINAGE & UTIUTIES EASEMENT BETWEEN ALL 6 LOTS (INCLUDES TURNAROUND) FND. IP W/ 1.10' S SIDEWALK, DRAIN. EASEMENT ( EMENT BB ALL 6 LOTS (801 01 SOIL LOGS 31 OCT 06 SL 1 0 -20" 20 -36 "+ SL2 0 -12" 12 -36 "+ SL3 0 -30" 30 -36 "+ SL4 0 -18" 18 -36 "+ SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED • 5 Project: CcM,�cL . S i - 6 ._ (ci— g ( Le.Pr4— ?10kt Address: (S L` ( 5 G s LIZ -tee s T ut. ( `.. Date transmitted: t Z4 c 1-(1C Response requested by: MAP 44,4- c N Staff coordinator: , o 'L � . Q 1`^�- �-`�"' Date response received: LAND USE PERMIT ROUTING FORM TO: ; Building Planning ` Public Works REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sleets and/or support materials as needed.) X 1 o ���.•,r Slr o..�,.. Y - _ 1\k N 2� k k CD- « 1 \..3: S'o CMS Plan check date: 5 j'C City of Tukwila Department of Community Development Comment prepared by c QS Fire Dept. \5 b cc;r ��ta�� � ir. \h V`\,,, e,„k, Update date: File Number LC'l 00 2- Police Dept. L Parks /Rec o r lk\ v' c\ o 5-'21 s Project: _CL4 &ck.'l S ; _t,— 6 -- (6- g ( L NE- V , ,,.A Address: S ii ( 6 s k- CA-4-e S 7L,( n` - , Date transmitted: 2-Li �� Response requested by: J i , , Staff coordinator: i � , Date response received: 'O br�� Plan check date: ✓ N City of Tukwila RECEIVED Department of Community Development APR 2 5 2007 TUKWILA PUBLIC WORKS File Number L'l_of ' LAND USE PERMIT ROUTING FORK! TO: Building Planning Public Works Fire Dept. Police Dept. ! Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) � � S ` x w `"t-j Comments prepared by: ATf1 cKE.b C OM %d fr • ) i/ /07 Update date: Project: _..<c. -_c,. i ,ti L. 6 -- U.-A- s �Y1- P -- Address: S L` ( G 5 Lam` at.,e S . 1 �- Date transmitted: t- 2`i t 2 1 Response requested by: M 1 I 14 Staff coordinator: Date response received: TO: Building '' _i Planning X Works X Fire Dept. Police Dept. a Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) c c�— vrVlet,cc , • Plan check date: 411 City of Tukwila Department of Community Development LAND USE PERMIT 4. 1 1 4 / ' s P u6L 1 C 1U o g . js I E Q uI R • eN.s . Comments prepared by: • RECEIVED APR 2 5 2007 TUKWILA PUBLIC WORKS File Number ROUTING FORM Update date: 40 m Project: SI A 6 - /01 SGsdY-/- zai Address: %5y/ S 65. - Ave s Date transmitted: 3/2I/ bo-b g' Response requested by: '`/ 17 hop Ec Staff coordinator: f tih/i p g'Gt v, S Date response received: City of Tukwila Department of Community Development File Number LO • 7 - oIq b7 LAND USE PERMIT ROUTING FORM TO: ,J Building Planning Public Works : Fire Dept. Police Dept. r` Parks/Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., no required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments prepared by: Update date: Project: I . _ // // 6I kl jYl ( 2 - 10 _sGreY� ii.1 Address: , J p i5-si/ S 6 6'' Ave S Date transmitted: .3/:2 /2o Response requested by: `/ /7 /Lr`a Staff coordinator: 3 onito K v, S Date response received: r7 City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: DJ Building '!�I Planning U Public Works Fire Dept. TU Police Dept. Iii Parks/Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) A8a04tf1 es \\ \ CIS •F:4. A u- cdwez. w;vx r ov x. tL Sc -r \A&L.c l&AGevv.k7A( \a SROZ.V2. •V 1 c 1 (5) .R-ct...st. ttA, Plan check date Comments 4 541 prepared by: s \\ )2g. \5a' q �,�. -,�«. b�► Update date: File Number 0 7 - o l b 7 -doa Project: C / / . J I `l jil 6 — lo S// l pl /it Ave s Address: J /.5 6 5' Date transmitted: 3/.2 y /2./2.02) C �' Response requested by: / `f / 7 /LaZ7 Staff coordinator: ` l 077H P km v S Date response received: TO: Building City of Tukwila Department of Community Development Planning RECEWED MAR 2 5 2008 TUKWILA PUBLIC WORKS File Number iq X07 ��o2 LAND USE PERMIT ROUTING FORM Public Works . Fire Dept. r�! Police Dept. E Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed) FALL t,y , N AgN S HO If Ritrr Alt r $ Ric luokk5 AEQviRE.M14N'fs . SEE. A ri4C.ic CeisifroErvTS) S /14 /o8 Plan check date: Comments prepared by: Update date: April 24, 2007 Bruce Macveigh 14245 59 Ave S Tukwila WA 98168 Re: Notice of complete application for Short Plat application. File numbers L07 -014 and E 07 -002. Dear Mr. Macveigh: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The Department of Community Development received your application to short plat one lot into six Tots. Based on the review of your submittal relative to those requirements as set out in the Complete Application Checklist for Short Plat, your application was deemed complete on April 3, 2007. Your application is currently being reviewed by the Public Works Department and the Fire Department for their code - related review. Also, we will be contacting the sign company to install the notice board and mailing notice to property owners and tenants within 500 feet of the property. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If after review of your application by all departments, any additional information is required we will contact you. If you have any questions, feel free to call me at 206 -431- 3685. Sincerely, U/ .... _ Minnie Dhaliwal Senior Planner 1 h. ?nn .Snuthrnntnr Rnulnvarii .Suite t1N) • Tukwila Wachinotnn OR1RR • Phnnv• 2(h- 4 71 - 7h7(l • Far- 2116- 4 ?1 - 71565 4` N CityGIIS lhttn•/ /mane Airritalmanrantral /nrnrhirtinn /f itxrCITCNf17rKn') /inrli v html 600ft Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. Page 1 of 1 August 9, 2007 Bruce S. MacVeigh, P.E. 14245 59 Ave S Tukwila WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director Re: Request for additional information for Short Plat application at 15415 65th Ave S, Tukwila. File numbers L07 -014. Dear Mr. MacVeigh: Based on review of your application the following information is required to further process your short plat application for preliminary approval: 1. The minimum lot size is 6500 sq. ft. in the LDR zone. The lot area cannot include the area of the access road if it serves more than one lot. Please document how the proposed lots meet the minimum size requirement. 2. Provide a draft copy of following easements: Steven M. Mullet, Mayor a) Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress /Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample enclosed.) b) Provide a draft copy of any Private Utilities Easement, across a portion of any lot for the benefit another lot, if applicable. c) Provide draft copy of private sanitary sewer easements, as applicable. See sample enclosed. 3. Owner /Applicant to complete Traffic Concurrency Certificate Application, which was provided at the meeting. 4. Provide Short Plat Survey per short plat checklist and sample short plat map was provided at the meeting. Please contact me if the surveyor needs the template along with signature blocks in Autocad format. Also, include the following information on the survey map: 1 A2nn cnnthrontor Rnnlovard cnito film • Tukwila Wachinotnn OR1RR • Phnno- 2nh -4 1 -3h7n • FAY' 2n6-4 11 ?h6S a) Provide note on short plat map, to comply with Geoteclmical Engineering Report, by Bruce S. MacVeigh, P.E., dated February 20, 2007 and subsequent geotechnical reports. b) Provide note on short plat, that no runoff, including downspouts, shall be infiltrated into the ground through "dry wells" or perforated infiltration pipes and trenches. c) Provide note on short plat, that individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. d) Provide legal description of private ingress /egress & utilities easement on short plat map. e) Show and label (20' Private Ingress/Egress & Utilities Easement. And 5' sidewalk easements with K.C. Recording No. ), on short plat map. Private street name shall be labeled as assigned by the Fire Department. f) Show and label (Public 10' Sanitary Sewer Easement. K.C. Recording No. ), on short plat map. This easement is adjacent and South of the project site. See red -lined topographical survey map — enclosed. S) Provide new legal description for each lot; to include "SUBJECT TO - - - ", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH---"; as applicable. 5. Revise and provide the civil plan sheet. The plans shall be signed and stamped by a Washington State Licensed Engineer. The red -lined civil plan sheet was provided at the meeting. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. As -Built of Sanitary Sewer Main within Public Sanitary Sewer Easement was provided at the meeting. The following information must be shown: a) All sawcut areas within 65 Ave. South shall be shown and labeled on the Civil plan sheet(s). b) Verify if there is an existing storm structure on site. Show on Civil plan sheet, if applicable. c) Provide section along center -line of private road. Private access road and driveways, shall not exceed 15% slope. d) Show and label all sawcut areas within 65 Ave. South on the Civil plan sheet(s), as applicable. 2 The following comments are provided just for information and planning as you apply for your construction permit: 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 2. Owner shall sign a Sensitive Areas Ordinance Hold Harmless agreement, to be recorded at King County Office of Records. Public Works will prepare document. Allow at least ten (10) days for recording. 3. Turnover documents will be required for any Public infrastructure along 65 Ave. South: for storm drainage; within the City Right -of -Way. Provide cost(s) for each item, if any, to be turned over. City will prepare documents for Owner's signature, if applicable. 4. Owner to sign with Notary a Joint Side Sewer & Hold Harmless Agreement, if two (2) houses are to share one (1) side sewer. Public Works will prepare document for signature, if applicable. See sample enclosed. 5. Rockeries higher than 4', shall be structural walls and designed and stamped by a Structural Engineer. Contact City Building Department for further requirements. 6. Water & sanitary sewer assessment fees may apply. To be determined by City of Tukwila Senior Water and Sanitary Sewer Engineer. 7. Water meter fee for a 3 /4" meter after January 1, 2007 is $5,897.00, including a Cascade Water Alliance (RCFC) charge in the amount of $5,297.00. 8. `Drainage' shall be private and maintained by the owner(s) of the short plat. Provide draft, private storm drainage easement and maintenance agreement, for review by Public Works — see sample enclosed. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. The storm water easement for Private Drainage, should include language stating who will maintain the storm drainage tract area and by what portion. 9. All utilities including power are required to be underground, per City of Tukwila ordinance. 10. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. See Pavement Mitigation Bulletin no. A3 — enclosed. 11. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 12. Transportation Concurrency Test Fee applies to the future Public Works Permit. See City of Tukwila - Resolution No. 1627 — enclosed. 13. Cascade Water Alliance fee applies to future Building Permit(s) — see enclosed. 3 . 14. Owner /Applicant shall pay entire amount of the King County Sewer Excess Capacity Charge, as part of any future Building Permit(s). 15. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. If after review of your application by all departments, any additional information is required we will contact you. If you have any questions, feel free to call me at 206 -431 -3685. Sincerely, Minnie Dhaliwal Senior Planner 4 • • RECF MAR 0 6 14011 Operation and Maintenance Manual for Stormwaiiruivir Collection and Detention System Kamal Singh 6 -Lot Short Plat 15415 65th Avenue S., Tukwila, WA (PN: 359700 -0321) Table of Contents: Operations of System Inspection Checklist February 20. 2007 Prepared by Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same • • Operation and Maintenance of Short Plat Storm System The operation of both the common and individual lot portions of the system requires periodic inspections and maintenance procedures. Attached within this manual is a set of checklists with scheduling and maintenance requirements. The commonly maintained storm system consists of a 92 foot long 66 inch diameter detention tank with a large manhole type catch basin at each end. A restrictor tee with orifice is located in the catch basin to the south. The detention portion of the system collects and releases storm water from the private road surface and from individual houses and driveways, as well as runoff from yard areas. Preceeding the detention tank is an interception swale located along the south part of the site which collects general surface runoff. It is the joint responsibility of all of the homeowners to inspect, clean and maintain these parts of the system. The handling of this joint responsibility is spelled out in the storm drainage easement recorded with the original short plat. The water from the individual roof tops from the houses in the north central and northeastern lots passes through small six or eight inch drain lines to the common storm system swale or one of the large catch basins. The inspection, cleaning and maintenance of these lines is each homeowner's individual responsibility. Details for the overall system's inspection and clean out, for both floating debris and sediment in the bottom of all catch basins and detention tank, are given in the attached checklists, along with maintenance items which may affect the system's proper operation. Note that some things apply only to the individual lot portions of the system, 'some apply to the commonly maintained portion of the system, and some apply to both. Questions about inspection and maintenance of this facility may be directed to Bruce S. MacVeigh, P.E., Civil Engineer, (206) 242 -7665. lass: 4/24/ X1 2 ' , t f • • INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore the requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April 2. Once in late summer (preferable September) 3. After any major storm (use 1 -inch in 24 hours as a guideline), items marked "S" only. Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. • • REQUIRED ACTIONS: The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e.g., "Dump No Waste - Drains to Stream ") shall be painted or embossed on or adjacent to all storm drain inlets. They shall be repainted as needed. Contact the Municipality regarding availability of stenciling supplies. 2. Parking Tots shall be swept when necessary to remove debris and, at a minimum, twice a year. Use of newer model high - velocity vacuum sweepers is recommended as they are more effective in removing the more harmful smaller particles from paved surfaces. 3. Sediment removed from detention vaults shall be disposed of in a proper manner. Contact the Municipality for instruction prior to completing this task. 4. No activities shall be conducted on site that are likely to result in short-term high - concentration discharge of pollution to the stormwater system. Such activities may include, but not be limited to, vehicle washing, vehicle maintenance, and cleaning of equipment used in the periodic maintenance of buildings and paved surfaces. Frequency M A A A M M,S M,S A M,S M,S Drainage Systems Feature Structure Cleanout gate Overflow pice Problem Trash & debris (includes sediment) Structural damage Damaged or missing Obstructions Conditions To Check For Distance between debris buildup and bottom of orifice plate is less than 1-1/2 feet Structures are not securely attached to manhole wall and outlet pipe structure should support at least 1,000 pounds of up or down pressure. Structure is not in upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust Any holes —other than designed holes —in the structure. Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maitdhnance person, Chain leading to gate is missing or damaged. Gate is rusted over 5O% of its surface area. Any trash. debris, sediment, or vegetation blocking the plate. • Obstructions Any bash or debris blocking (or having the oatential of bloddng) the overflowpioe. Conditions That Should Exist All trash and debris removed. Structure securely attar ed to wall and outlet pipe. Structure in correct position. Connections to outlet pipe are watertight structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and worts as designed. Gate moves up and down eastr and is watertight Chain is in place and worts as designed. Gate is repaired or replaced to meet design standards. Plate is free of ail obstructors and works as designed. Pipe is free of all obstructions , and works as designed. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: Key: • ATTACHMENT "A" (CONTINUED) Maintenance Checldist for Control Structure/Flow Restrictor (Structure that controls rate at which water exits facility) A= Annual (March or April preferred) M= Monthly (See schedule) S =After major storms (use 1 -inch in 24 hours as a guideline) J; 17 • • ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets • A A M,S M,S Settlement/ miszitignment Fire hazard or other pollution Outlet pipe is clogged with vegetation Cracks wider than 12 inch and longer • than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, ca, and gasoline. Obnoxious color, odor, or sludge noted. Vegetation or roots growing in inlet/outlet pipe joints that is more than sic inches tall and less than sbc inches apart Frequency Drai System Feature M M A General M M,S M Trash, debris, and sediment in or on basin Structural damage to frame and/or top stab Conditions To Check For Trash or debris In 'front of the catch basin opening is blocking capacity by more than 1096 Sediment or debris (m the basin) that exceeds 1/3 the depth from the bottorh of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or pipe bloddng more than 1/3 of its height Comer of frame extends more than 3/4 inch past curb face into the street (f appfcabie). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is • running into the basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top stab. Cracks in basin Cracks wider than 1/2 inch and longer walle/bottom than 3 feet, any evidence of soil particles entering catch basin through packs, or . maintenance person. judges that structure is unsound. Conditions That Should Fiast No trash or debris located immediately front of catch basin opening. Grate is kept clean and allows water to enter. No sediment or debris in the catch trash Catch basin is dug out and clean. Inlet and outlet pipes free of trash or debris. Frame is even with curb. Top slab is free of holes and Frame is sitting flush on top slab. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. No cracks more than 1/4 inch wide at joint of inlet/outlet pipe. Contact a professional engineer for evaluation. Basin replaced or repaired to design standards'. Contact a professional engineer for evaluation. No color, odor, or sludge. Basin is dug out and clean. No vegetation or growth present If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: Key: A= Annual (March or April preferred) M= Monthly (see schedule) S =After major storms (use 1 -inch in 24 hours as a guideline) J -18 • • ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (Pipes, Ditches, and Swales) Frequency M,S M A M M M M A M A Varies M,S M M M,S M Drainage System Feature Pipes Open ditches Catch basins Swales Problem Sediment & debris Vegetation Damaged (rusted, bent, or Trash & debris Sediment btaldup Vegetation Erosion damage to slopes Rock fining out of place or missing (d applicable) Trash & debris Sediment buildup Vegetation not growing or overgrown Erosion damage to s opes Conversion by homeowner to incompatible use Conditions to Check For Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. • Any dent that significantly impedes flow (i.e., decreases the cross section area of pipe by more than 20%). Pipe has major cracks or tears allowing groundwater leakage. Dumping of yard wastes such as grass clippings and branches into basin. Unsightly accumulation of nondegradable materials such as gam, per, metal, foam, and coated paper• Accumulated sediment that exceeds 20% of the design depth. Vegetation (e.g., weedy shrubs or saplings) that reduces. free movements of water through ditches. See Ponds Cheekiest. beneath the r person can see native soul g. See Catch Basins Checklist. See above for Dfic hes. See above for Ditches. Grass cover is sparse and seedy or areas are overgrown with woody vegetation. See Ponds Checklist. Swale has been filed in or blocked by shed, woodpile, shrubbery, etc. Conditions That Should Exist Pipe cleaned of alt sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Pipe repaired or replaced. Remove trash and debris and dispose as prescribed by the Municipality. Ditch cleaned of all sediment and debris so that a matches design. Water flows freely through ditches. Grassy vegetation should be left alone. See Ponds Checklist Replace rocks to design standard. See Catch Basins Checklist. See above for Ditches. Vegetation may need to be replantec after cleaning. Aerate soils and reseed and mulch bare areas. Maintain grass height al a minimum of 6 inches for best starmwater treatment. Remove woody growth, reeontour, and reseed as necessary. See Ponds Checklist If possible, speak with homeowwner and request that Swale area be restored. Contact the Municipality to report problem if not rectified voluntarily. Key. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A= Annual (March or April preferred) M= Monthly (see schedule) S =After major storms (use 1 -inch in 24 hours as a guideline) A Swale does not drain Water stands in swale or flow is very slow. Stagnation occurs. velocity g ra grades. may be needed to check gds. Grades need to be in 1-5% range if possible. If grade is less than 1% underdrains may need to be installed. Key. If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A= Annual (March or April preferred) M= Monthly (see schedule) S =After major storms (use 1 -inch in 24 hours as a guideline) Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same RECEIVED MAR 0 6 2007, February 20, 2007 D EV ELOP MENT Subject: Technical Information Report (TIR) for Kamal Singh 6 -Lot Short Plat, 15415 65th Avenue S., Tukwila, WA (PN: 359700 -0321) Table of Contents: • • Project Overview Conditions and Requirements Summery Off Site Analysis Flow Control and Water Quality Facility Analysis and Design Conveyance System Analysis and Design Special Reports and Studies Other Permits ESC Analysis and Design Bond Quantities, Facility Summaries and Declarations of Covenant Operations Manual Project Overview: The site is approximately 153 feet by 315 feet, and is 48,119 SF or 1.10 acres. It is located on the west side of 65th Avenue S. approximately 200 feet south of 153 S. Street. The site consists of one lot of 1.10 acres located on 65th Avenue S. with an existing residence. The existing residence will be removed and six new residences will be constructed in the future. Access for all six lots will be accessed by a new 20 foot wide paved private road, with hammerhead tumaround. The existing single family driveway onto 65th Avenue S. will be removed. The drainage improvements related to the new access road and residences are the subject of this report. The site is gently rolling, with a moderate downhill slope to the south of about 15 percent, and a steep slope down to the east in the eastern one third of the site toward 65th Avenue S. 1 Ground cover of the undeveloped lots varies from scattered small trees to lawn areas. The existing lot in the vicinity of the existing residence has established landscaping. Soils on site are not suitable for infiltration, with mottled clay encountered at depths from 12 to 30 inches throughout the site. As such, the collected runoff will be detained and released to the public street system in 65th Avenue S. Conditions and Requirements: The total impervious surface area proposed for the short plat is estimated to be 30,300 SF or 0.696 acres, including an estimated 4,000 SF for each of the six new residences (including driveways). The future on site lawned areas to be collected and detained by the system are an additional 0.389 acres. Including contributing off site areas north of the site gives a total future impervious area of 0.833 acres and lawn area of 0.923 acres. This places the project in the range where the Full Drainage Review is required. The site will use a general surface flow release from individual house sites and private road, with all runoff collected in a downhill interception swale located at the south side of the site, and flowing east. The swale will provide bioswale treatment of runoff from vehicular areas, along with treatment of runoff as the it travels through the lawned areas enroute to the swale. The dimensions and sizing criteria for the detention system will be discussed below. Off -Site Analysis: • • This downstream analysis is based on a Level 1 one - quarter mile downstream evaluation. At present runoff from the site flows south via sheet flow the neighboring properties to the south and to the street system to the east. Eventually all runoff is collected in a piped system in Southcenter Blvd., and is led through a piped system undemeath 1-405, and then into the Green River which flows north, east of the general Southcenter area. Information from City staff indicates no known problems exist in the system below the site, and that further evaluation is not required. Flow Control and Water Quality Facility Analysis and Design: 2 The site is subject to Full Drainage Review design criteria. This criteria will be used for disposal of runoff from all areas of the site. Erosion and sediment control for the site will use information from Appendix C, SWM Manual, supplemented with information from the main body of the Manual. All water from pollution generating surfaces will be collected and treated in the proposed interception swale, with effective treatment also provided by surface flow through yard areas. Detention for the collected future flows from the site and areas above will use the 10 year and 2 year matching criteria per guidelines for Level 1 Flow Control. Attached are KCRTS calculations sizing the detention tank. The resulting tank is 92 linear feet of 66 inch diameter CMP, with a 54 inch diameter flow control catch basin, 12 inch diameter FROP tee, and a single 1.81 inch diameter single orifice. Conveyance System Analysis and Design: There is no significant conveyance system associated with this site. The capacity of the system is determined to be adequate by inspection. Special Reports and Studies: None. Other Permits: • • Residential building permits for each of the six lots, including associated utility installation. A right -of -way permit will be required for the installation of the utilities along the 65th Avenue S. frontage. ESC Analysis and Design: The site will use conventional standard filter fence along the downhill property line and stabilized construction entrance at the location of the shared private road. 3 Bond Quantities, Facility Summaries and Declaration of Covenant: Bonds quantities are provided on the permit fee worksheet, attached. Operations and Maintenance Manual: A facility operation /maintenance manual is provided for the inteception swale and detention system. Questions relating to this Technical Information Report may be made directly to this office Bruce S. MacVeigh, P.E. Civil Engineer • • 70 /��e t o EXPIRES: 4/24/ 0 `7 bualpalsp03tir /0668 Please note that the detailed site drainage calculations and other misc. items are attached. 4 SOIL LOGS 31 OCT 06 SL 1 0 -20" 20 -36 "+ SL2 0 -12" 12 -36 "+ SL3 0 -30" 30 -36 "+ SL4 0 -18" 18 -36 "+ • • SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED SANDY CLAY CLAY, MOTTLED A X 5 e ir cot EXPIRES: area D 7 /z FE8 'a 7 AP-1... = (Z 6a 4 iJo) /z >c /moo Z` zS0 ,6 7/ / nq s ‘e 40 ,p/2. 4 /S o, 6 7/ - (9,13 = 0,5" (Y4fo 210)/z X / s'o . . e f 7 , 25'0 S . 0 8 5 — c - - /' L //, -- s 3Z' xzv ' s, 5 ; zo k 28 s&A/ , • '40v k /o r / ?e_A ,4 1"f • 2, 4 00 sTe 9 o sue= 4oc, S,d- // 75 - sr J �`zo eg 40 lm 84 vr,0o . ( 3) 9 ,r/' — S(. • wit e — Dr /4S" = D r V, /45 tµ` • -7 £ 2�'2 — 77 26'2 'm 77� •7 / cis- — 'may ,b 9 = .✓S o z " =p 00 S - - �'s ocoo $f _. 49( -t- a" -5 S od z.L) 7 5 ' al.g'd4// __.55►/ ' -t> L E / = 5 g-s' '•7 a' ,0'G.i / ter/. Z a r' o = .969'0 -- _.5c9 o2a'> 0 x s.4v s•v a i2 /Qni • /7 .(t - .e/d Flow Frequenc Time Series File:pa Project Location:Sea- - -- Annual Flow Rate (CFS) 0.200 0.127 0.248 0.098 0.127 0.208 0.191 0.445 Computed Peaks - -- Annual Flow Rate (CFS) 0.284 0.220 0.344 0.225 0.274 0.300 0.326 0.589 Computed Peaks • Peak Flow Rates-- - Rank Time of Peak 4 2/09/01 6 1/05/02 2 2/27/03 8 8/26/04 7 10/28/04 3 1/18/06 5 11/24/06 1 1/09/08 Flow Frequenc Time Series File:p Project Location:Sea -Tac 5 2/09/01 8 1/05/02 2 2/27/03 7 8/26/04 6 10/28/04 4 1/18/06 3 10/26/06 1 1/09/08 Analysis .tsf ac 2:00 16:00 7:00 2:00 16 :00 16:00 3:00 6:00 Analysis t tsf Peak Flow Rates-- - Rank Time of Peak 2:00 16:00 7:00 2:00 16:00 16:00 0:00 6:00 Flow Frequency Analysis Peaks - - Rank Return Prob Period 1 100.00 0 48 2 25.00 0.2083 0.200 4 0 91 5 (CFS) 0.445 0.1 0.098 0.379 (CFS) 0.589 0.344 0.326 0.300 0.284 0.274 0.225 0.220 0.507 5.00 3.00 8 1.10 50.00 Flow Frequency Analysis Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Peaks - - Rank Return Prob 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 / COr.e 7L CL. /1 / 6 -t I'4 s 72 — Re 2y-/t V //, 2 e (54L) ii / 41 6 , 4 2x sieo = /74,9 ef- 7g . / t t1L /74, ?/2 3- 7C 1. vs-te. 71 249 2/x 9 .1116.0■•■••• 4.6500 4.7500 4.8500 4.9500 5.0500 5.1500 5.2500 5.3500 5.4500 5.5000 5.6000 5.7000 5.8000 5.9000 6.0000 6.1000 6.2000 6.3000 6.4000 6.5000 6.6000 6.7000 6.8000 6.9000 7.0000 7.1000 7.2000 7.3000 7.4000 7.5000 0.00 Base Facility Elevation 0.0 Minutes /Inch: Average Perm -Rate 2 Facility Type 5.50000 Depth (ft) 0._'000 Slope - Horizontal Component 00 Tank Diameter /Rise (ft) 1 Number of Orifices 5.50000 Riser Head (ft) 000 Riser Diameter (in) F Bottom Permeable (logical) F Sides Permeable (logical) F Notched riser (logical) T Triangular Notch (logical) - 1.00000 Notch width (in) - 1.00000 Notch angle (degrees) (spe - riser ouflow rating curve filename 3 Facility Length (ft) 98.6433 Facility oB ttom Area (sq ft) 2 Primary Hydrograph palpost.tsf Hydrograph & inflow TS file rdout.tsf outflow TS file 7 Year 2407 Hour - 0.999990E +15 Target peak discharge rate 5 Year 2633 Hour 0.191 0.193 0.195 0.197 0.199 0.201 0.203 0.205 0.207 0.208 0.518 1.08 1.81 2.61 2.89 3.15 3.39 3.61 3.81 4.01 4.19 4.37 4.54 4.71 4.87 5.02 5.17 5.31 5.45 5.59 • • 2113.4 2151.7 2187.8 2221.6 2252.8 2281.0 2305.6 2325.8 2340.2 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 . 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 2343.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S/7 - 0.999990E +15 Target peak discharge rate 6 Year 1301 Hour 0.208000 Target peak discharge rate 2 Year 3585 Hour - 0.999990E +15 Target peak discharge rate 0 Year 3151 Hour - 0.999990E +15 Target peak discharge rate 4 Year 667 Hour 0.127000 Target peak discharge rate 1 Year 2321 Hour - 0.999990E +15 Target peak discharge rate 3 Year 7899 Hour - 0.999990E +15 Target peak discharge rate 1 Iteration Starting Menu selection 9 Iteration Starting Window 9 Iteration Final Window 0 Orifice height (ft) .8087 . Orifice diameter (in) 0.208100 Orifice discharge (cfs) Al° (� 7 I00.000 Orifice height (ft) 6.00000 Orifice diameter (in) l0 0.700000E -01 Orifice discharge (cfs) - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) 0.681000E -01 Orifice discharge (cfs) - 1.00000 Notch height T Create Document File T Calculate Peaks F View Peaks T Notify when peak dates change F Plot Peaks F Calculate Duration F view durations F Plot Duration F Plot Peak Stage F Plot Duration Stage (specify) Peak file 1 (specify) Duration file 1 (specify) Peak file 2 (specify) Duration file 2 (specify) Peak file 3 (specify) Duration file • 3 (specify) Peak file 4 (specify) Duration file 4 F Calculate Volume 10/ 1/ 0 0:00 Volume Start Date 10/30/ 0 23:00 Volume End Date F Calculate D/S Compliance dsout.tsf D/S Compliance OutPut file (specify) D/S Tributary file (specify) Reservoir file • • R/D Facility Definition File Stage Discharge Storage Perm -Area (Ft) (CFS) (Cu -Ft) (Sq -Ft) 0.0000 0.000 0.0 0.0 0.0200 0.012 0.9 0.0 0.0400 0.017 2.5 0.0 0.0600 0.021 4.5 0.0 0.0800 0.024 6.9 0.0 0.0900 0.027 8.3 0.0 0.1100 0.030 11.2 0.0 0.1300 0.032 14.4 0.0 0.1500 0.034 17.8 0.0 0.2500 0.044 38.0 0.0 0.3500 0.053 62.6 0.0 0.4500 0.060 90.8 0.0 0.5500 0.066 122.0 0.0 0.6500 0.072 155.8 0.0 0.7500 0.077 191.9 0.0 0.8500 0.082 230.2 0.0 0.9500 0.087 270.3 0.0 1.0500 0.091 312.2 0.0 1.1500 0.095 355.6 0.0 1.2500 0.099 400.4 0.0 1.3500 0.103 446.5 0.0 1.4500 0.107 493.7 0.0 1.5500 0.110 542.0 0.0 1.6500 0.114 591.3 0.0 1.7500 0.117 641.5 0.0 1.8500 0.121 692.4 0.0 1.9500 0.124 744.0 0.0 2.0500 0.127 796.2 0.0 2.1500 0.130 848.9 0.0 2.2500 0.133 902.0 0.0 2.3500 0.136 955.6 0.0 2.4500 0.139 1009.4 0.0 2.5500 0.1 1063.4 0.0 2.6500 0.144 1117.6 0.0 2.7500 0.147 1171.8 0.0 2.8500 0.150 1226.0 0.0 2.9500 0.152 1280.2 0.0 3.0500 0.155 1334.2 0.0 3.1500 0.158 1388.0 0.0 3.2500 0.160 1441.6 0.0 3.3500 0.162 1494.7 0.0 3.4500 0.165 1547.4 0.0 3.5500 0.167 1599.6 0.0 3.6500 0.170 1651.2 0.0 3.7500 0.172 1702.1 0.0 3.8500 0.174 1752.3 0.0 3.9500 0.176 1801.5 0.0 4.0500 0.179 1849.9 0.0 4.1500 0.181 1897.1 0.0 4.2500 0.183 1943.2 0.0 4.3500 0.185 1988.0 0.0 4.4500 0.187 2031.4 0.0 4.5500 0.189 2073.3 0.0 REC EIVED 11.0 0 6 ei 1, The Talon Group TITLE AND SETTLEMENT SERVICES Tim Daniels slasisiteighiamstam TTrLE UNI1F 1 Please send all recording images t-' The Talon group 2345 Eastlake Ave E, Ste 301 Seattle, WA 98102 To: aline Properties Your Ref No.: Singh-anal/Shone 1851 Central P8 S Ste 11; Kent, WA 98030 -7507 Re: Property Address: 15415 65th Avenue South,, Tukwila, WA 98188 Buyer: Kemal 3. Singh and Reminder K. Beal Seiler /Owner: 3ulia N. Shama COMMITMENT FOR 1171.E INSURANCE Second Commitment Issued by First American Title Insurance Company, through its Division, The Talon Grosop IMPORTANT T NOTICE Per House Bib 1240, effective July lst, 2005, a nontaxable excise affidavit processing fee will increase tx $10; taxable transactions will require $5 In addition to the tax payment Per House Bills 1386 and 2163, effective August 1st, 2005, the recording fee for a typical document will be $32 for the first page, with the exception of Deeds of Trust being $33 for the first page. The recording fee for exempt documents has increased to $12 (far example; Assignments, Appointment of Successor Trustee). Please keep in mind there is a $1 per dooument return postage fee for documents recorded in King and Snohomish counties. In Pierce County there is a $2 per document return postage fee. Tim Daniels, Vie President 7Ae 7i®/on Group a t>ivbit) r7 of Fast Anxeskan 7 e &sea= Ca 11400 SE Rh St, Ste 250 Bellevue, WA 98004 Pha (425) 635 -2100 (>) 497 -0123 Fro (425) 635 -2101 (BOO) 497.4750 File No.: 81.0654 Form No. 1068-2 ALTA Plain Language Commitment The Talon Group a Division of First American Title insurance Co. RECEIVED IMARO o • Commitment No.: 81.0654 Title Inquiries should be directed to: Title Unit 1 at (425)635 -2100 - (800)497 -0123 SCHEDULE A 1. Effective Date: May 3, 2006 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX Homeowner's Resale Rate (w /discount) ALTA 1998 Homeowners Policy $ 680,000.00 $ 1,332.00 $ 117.22 Proposed bemired: Kemal 3. Singh, an unmarried person and HanAnder K. Bual, an unmarried person Simultaneous Issue Rate Extended Mortgagee's Coverage $ 544,000.00 $ 644.00 $ 56.67 Proposed Insured: Bank of America 3. (A) The estate or interest in the laced described hi this Coinniitnent is A fee simple. (i1) Side to said estate or interest at the date hereof is vested in: Julia N. Shozen, as her sole and separate property 4. The land referred to in this Comn#neent is described as follows: See Exhibit A attached hereto Page 2of9 The Talon G p a Division of First American Tide insurance Co. Tax Parcel Number. 359700 - 0321 -05 Form rto. 1068 -2 ALTA Plain language Commameft • • Commitment No.: 810654 Exhibit "A" Real property in the County of King, State of Washington, described as follows: That potion of Lot 17, Interurban Addition to the City of Seattle, according to the Plat thereof recorded in Volume 10 of Plats, Page 55, in King County, Washington, desalbed as follows: Beginning on the West line of said at a point 210 feet North of Southwest corner thereof; thence North 89 East to Westerly line of 65th Avenue South, and the TRUE POINT OF BEGINNING; thence South 89°47'00" West 333 feet thence North parallel with the West Tine of said Lot, a distance of 153 Feet; thence North 89° 4700" East to the Westerly line of 65th Avenue South; thence Southeasterly along said Wesbedy line to the TRUE POINT OF BEGINNING; EXCEPT that portion deeded to the City of Tukwila for street purposes under Recording Number 7105100427. Page 3 d9 dm*bn 1(1 CA Jew The Talon Group a Division of First American Title Ihsrrance Co. Form No. 1068-2 ALTA Plain Language Commitment SCHEDULE SECTION Y GENERAL EXCEPTIONS End of Schedule 8 Sermon I Commitment No.: 810654 Any Policy we issue will have the following exceptions unless they are taken care of to our satisfaction. I. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights, inter, or daims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary tines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (A) Unpatented mining claims; (B) Reservations or exception in patents or In Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (8) or (C) are shown by the public records; (0) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. 6. My hen, or right to a hen, for services, labor or materials or medical assistance heretofore or hereafter furnished, Imposed by law and not shown by the public records. Schedule B General Exceptions will be eliminated from any A.L.T.A. Extended Coverage Policy, A.LT.A. Extended Coverage Policy, A.L.T.A. Plain Language Policy and Polides with EAGLE protection added. However, the same or similar exceptions may be made in Schedule 8 of those Polides in conformity with Schedule B Spedal Exceptions of this Commitment. Page 4of9 The Talon Group a Division of First American Tie Insurance Co. • • SCHEDULE 5 SECTION 11 SPECIAL EXCEPTIONS Commitment No.: 810654 Any poky we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are set forth in Exhibit A attached. Copies of the policy forms should be read. They are available from the office which issued this Commitment 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Tukwila is at 1.713%. Levy/Area Code: 2380 L Delinquent General Taxes for Tax Account No.: 3. Deed of Trust and the terms and conditions thereof. Julia N. Shozen, an unmarried individual Washington Mutual Bank, a Washington Corporation, a Bark Pad& Northwest Title, a Washington Corporation $72,000.00 August 25, 2003 20030825002016 4. Examination of the records discloses numerous matters pending against persons with names similar to Kama! J. Singh. A statement of Identity should be completed and returned to this company for consideration prior to closing. 5. Easement, including terms and provisions contained therein: Recording Information: 5683680 In Favor of: City of Tukwila, a Municipal Corporation For: Sewer line f nnn Nn. 1ARR For a5 transactions recorded on or after July 1, 2005: • A fee of $10.00 will be charged on as exempt transactions; a A fee of $5.00 will be changed on all taxable transactions ilia addition to the excise tax due. Amount Billed: Amount Paid: Amount Due: Amount Billed: Amount Paid: Amount Due: Grantor/Tiustor: Grantee /Bene laary: Trustee: Amount: Recorded: Recording Information: the year 2006 . 359700-0321 -05 ist Half $ 1,376.16 $ 0.00 $ 1,376.16, plus interest and penalty 2nd Hall! $ 1,376.16 $ 0.00 $ 1,376.16, plus interest and penalty Page 5 of 9 The Talon Group a Division of Fast Amedcan We Lice Co. 6. 7. 8. Right to make necessary scopes for cuts or Nis upon said premises For deed recorded May 10, 1971 under recording no. 7105100427. Conditions, notes, easements, provisions contained and /or delineated No. 8705069004, recorded in volume 55 of surveys, at page(s) 109, in •ondiions, notes, easements, provisions contained and/or delineated No. 9104199008, recorded in volume 79 of surveys, at page(s) 275, In NOTES Property Address: 15415 65th Avenue South, Tula, WA 98188 End of Schedule 8 Section n Commitment No.: 810654 King County as granted by on the face of the Survey King, Washington. on the face of the Survey King, Washington. A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result In rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any Ilabibly which may result from reliance made upon it. C. The description can be abbreviated as suggested below If necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Ptn. of Lot 17, Interurban Add. to the City of Seattle, Vol. 10, P. 55. APN: 359700 - 0321 -05 O. The following deeds affecting the property herein described have been recorded within 24 months of the effective date of this commitment: NONE E. According to the application for the insurance, title is to vest in Kama! 1. Singh, an unmarried person and Harvinder K. Buai, an unmarried person. Examination of the records discloses no matters pending against said party(ies) Hanvinder K. Buai. F. M matters regarding extended coverage have been cleared for mortgagee's pocky. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. The Talon Group a Division cf First American TBfe Insurance Co. Form No. 1068 -2 AI TA blob. 1 o..n nano rn. ooft no.t • • SCHEDULE B REQUIREMENTS (A) Pay the agreed amounts for the Interest in the land and/or the mortgage to be Insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the Interest in the land and/or the mortgage to be Insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to In this Commitment who will get an Inb rest in the land or who will make a loan on the land. We may then make additional requirements or erns. (E) Releases(s) or Reconveyanoe(s) of Item(s): (F) Other: (G) You must give us the following information: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: End of Schedule B Requirements Commitment No.: 810654 Page 7of9 The Talon Group a Division of RI Amnion Title Insurance CO. I. DEFINITIONS. (a) "Mortgage" means mortgage, deed of trust or other security instrument (b) "Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land Is located. 2. LATER DEFECTS. The Exceptions in Schedule B - Section II may be amended to show any security interests, defects, liens or encumbrances that appear for the first time in the public reoords or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule 8 — Requirements are met The Company shall have no lability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or enaanbrances existing at Commitment Date are not shown in Schedule 8, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this Information and did not tell us about It in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to Issue the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss incurred because of an error in this Commitment, our liability will be limited to the actual losses caused by your relying on this Commitment when you acted In good faith to: comply with the Requirements shown In Schedule B — Requirements or eliminate with our written consent any Exceptions shown In Schedule 8 — Section 0. We shall not be liable for more than the Policy Amount show In Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON MIDIS COMMITMENT Any daim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. Form No. 1068 -2 I. T .M- . ••••• N••t4••■•••■■■ • • CONDITIONS Commitment No.: 810654 Page 8 at 9 Form No. 1060 -2 • • Th T.. on Group ESCROW AND TITLE SERVICES PRIVACY POUCY We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We underhand that you may be concerned about what we will do with such information — particularly any pper�sso�nral or Mandel in fwrrs . We agree that you have a right to know haw we will utilize the personal information you provide d to us. Therefore,, together with our parent company, The First American Corporation, we have adopted thi �s Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which yoti provide to us. It does not govern the manner in which we may use information we have obtabred from any other source, such as information obtained from a puble record or from another person or entity. First Pmeri®n has also adopted broader guidelines that govern our use of personal information regardless of its source. Fbst American calls Moe guidelines its Fair Information Values a copy of which can be found on our wetxite at wwwr. rstam eom. Types of Information =dingupon which of our services you are utilizing, the types of nonpublic personal information that we may • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Infonnabion We request hifortnation from you for our own 0> timate business purposes and not for the benefit of any nonaffil party. Therdbre, we wtlI not release your Information to nonaffiliated parties except (1) as necessary for us to poirWe the product or =vice you have requested of us; or (2) as permitted by law. We may, however, store Information indefinitely, indluckng the period after tv1W1 any customer relationship has ceased. Such information may be used for any internal purpose;, suchasltty control efforts or ors analysis. We may also provide all of the types of nonpublic personal in listed above to one or more of our affiliated companies. Such affiliated eompanles include finandat service providers, such as tttle insurers, property and casualty insurers, and trust and in edrrtent advisory ampanles, or companies involved In real estate sus, such as p companies, home warranty companies, and eso'nw companies. Furthermore, we may also provide all the trifarrttation we collect, as described above to carepartes that perform marketing services ors. our behalf, on behalf of our affirmed oomparoes, or to other f`inandal instiditlons with whom we or our affiliated companies have jaunt marketing ag eeE! Fortner Customers Ben if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your Inlbrntation. We restrkt access to nonpublic personal information about you to those individuals and entities who need to know that Information to provide products or services to yo We well use our best efforts to train and oversee our employees and agues to ensure that your irdomu n be handled► ► and in accordance with this Privacy Policy and Fast American's frill' INq Wipes We y maintain , dectroric, and procedura safeguards that comply with feral regulations to guard your nonpublic p� l rf f rmation. c 2001 The First American Corporation • All Rights Reserved 0 2003 The Talon Group • Ali Rights Reserved Page9ot9 EXECUTED at TV/0 P:\Planning Forma 'Applications\ShonPlaa6- 06.doc, 2006 Q. : • • 010NF• . {' 's CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplanl�ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF ICING 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 true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contr tors or other representatives the right to enter upon Owner's real property, located at / S /9 6 1/ 67. Tl/RwLLI'1 , w of /6&' for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or camage to persons or property occurring on the private property during the City's entry upon the property, nless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. Print Name Address Phone Number Signature ss (city), 1 / 1 -/A - (state), on KA �i�� I L6 6 s. i v�wlL� w� Igtj g -X666 Ao6_�6y 90 V //I t �: / /I') 9/) to me known to be the individual who On this day personally appeared before me Kan-) executed the foregoing instrument and acknowledged thatliels{ signed the/same as his/l er voluntary act and deed for the uses and purposes mentioned therein. / SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 6�J DAY OF March ,200 7 ok.e, a. n , � '+.o , j NOTARY PUBLIC in and for the St of Washington S 0 OTA ?, e9 / 1%; :, t, i 01.• Well • to P UBLI C 2: 6-16-03 v - 6- T 6 �� , My Commission expires on ttF0p ` yyAO' . residing at Renkn • Lo -AI -- ©v ,200 December 4, FOR STAFF USE ONLY Permits Plus Type: P-SS Cdr Planner: J im i e jay S . File Number: L 0/ -- v / t/a 0 6 X 001 Application Complete (Date: ith Jzot 7) Project File Number: uNni heLp p �ENT Application incomplete (Date: ) Other File Numbers: >✓ 07 - 002 o -CITY OF TUKWILA Department of Community Development 6300 SouthcenterBoulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: 1t'i'/"t e - ,e,e . 7 /P4FSA0E/Se 7/ ,53 Re 7 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). S -- 0 3 z / 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 whgm all notices and reports will be sent. SHORT PLAT (P -SS) Name: Address: Phone: . (20o) 24 Z _ 76'‘ s-- FAX: S �M� E -mail: Signature: AG% '';41 P' „ Date: 2 dti'/ct /07 P:\Planning Forms\ Applications \ShortPlaa6- 06.doc, December 4, 2006 Check items submitted with application Information :Required. COMMUNITY DEVELOPMENT May be waived in unusual cases, uponrapproval of Works :and/or Planning: APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating i - ubmitted with application. • I/. 2. Completed Application Form and drawing (4 co ies). 3. Completed and notarized Affidavit of Owners ip and Hold Harmless Permission to Enter Property (1 copy attached). 4 One set of all plans reduced to either 8 1/2" by 11" or 11" by 17 ". 5. Application Fee — up to 4 lots in LDR $585, other zones $1,170. - 5to9lots. inallzones$1,170. 6. SEPA Environmental Checklist (for projects with 5 -9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: '`l. If the project requires SEPA review or involves a short plat of 5 —9 lot . Payment of a $365 notice board fee to FastSigns Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. the pro ' lyes a short plat of 5 —9 lots: ayment of a.$100 iling label fee to the City of Tukwila or Provide one set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailer parks —must be included (see Public Notice Mailing Label Handout). At , If the .project involves a short plat of 5 —9 lots: If providing own labels King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). /' !l�7 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. // /i 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www. ci. tukwila.wa.us /dcd /dc5lplan.htm) for additional information. /T 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. r COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). R ECEIVED P:\Planning Fomu Applications\ShortPlat.6- 06.doc, December 4, 2006 V / / (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be pp removed shown dashed. 6 „.--- --- (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. `,✓- -- (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for .residential). �- (g) Dash in required setback distances from all parcel lot lines. d� (h) Fire access lanes and turn - arounds per Fire Department standards. (i) Location of tracts t be dedicated any public or private purpose shall be /v /n distinguished from lots intended for general development with notes stating their purpose and limitations. _- (j) Locations of existing and proposed public street rights -of -way and private access easements. z... „--- - ' . (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5 -9 lot short plats or Planned Residential Developments only (a) andscape p ting plan stamped and signed by a Washington State licensed landscape architect. st include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G include the type, quantity, spacing and location of all plantings. Maximum sheet 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: 16 (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, A/ coal mine areas and important geological and archaeological sites). For stream frontage provide / Y /� existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size•24" x 36 ". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. / (c) Show all significant trees or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: t„...---' (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area See:. www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.pdf for further information G6eektite ns '. �ibmitted •with application PLAT SURVEY: a template is available from the City in AutoCAD format 4 (a) The plat survey must include the name of the plat, graphic scale, s ___.r the Ci Tukwila file number and north arrow. It shall be drawn with black ink n record of surve format and include the elements listed at TMC 17.04.060 A. This shall be s t t surveyor. Pei- Informatio�p iegtired:, May be waived in, unusual cases, upon approval.of PublicOorksand/or Planning - (b) Legal descriptions of the existing and proposed lots. d� P:\Planning Forms\ Applications \ShortPlat- 6- 06.doc. ( c) All alicable certi December 4. 2006 G6eektite ns '. �ibmitted •with application PLAT SURVEY: a template is available from the City in AutoCAD format 4 (a) The plat survey must include the name of the plat, graphic scale, s ___.r the Ci Tukwila file number and north arrow. It shall be drawn with black ink n record of surve format and include the elements listed at TMC 17.04.060 A. This shall be s t t surveyor. Pei- Informatio�p iegtired:, May be waived in, unusual cases, upon approval.of PublicOorksand/or Planning - (b) Legal descriptions of the existing and proposed lots. d� P:\Planning Forms\ Applications \ShortPlat- 6- 06.doc. ( c) All alicable certi December 4. 2006 Ch0ikitems submitted with. application Informatitin . May be waived,°in unusual: cases, upon approval of Public Works and/or Planning (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. the property line). 6„.../.. „„---13 - eyond (d) Total expected cut and fill for plat buildout. ,..... „../ilatural (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public ma __NO capacity calcs, invert depth, valve locations or the like are needed. o 'l , � , (f) Storm drainage design at least 94M-complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including easibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Works or go to www.ci.tukwila.wa.us /pubwks /pwpermit.htm #techinfo. c/r (g) Locate the nearest existing hydrant and all proposed hydrants. A wit (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. A / (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show access to lots, driveways, parking areas, fire access lanes and turn- arounds. v,--- , (k) Show the'location and distance to proposed property lines of all existing structures, —indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lotract-and easement lines. P1Planning Fonn AppGutions \ShortPlat- 6- 06.doc, December 4. 2006 RECEIVED 1 MAR 0 6 2007 COMMUNITY DEVELOPMENT Parcel Map and Data ii 35970003 , 13 3597000350 3.5000044 3597 319M0345 ' 1770500000 ��. 4097500015 0 I 3597000321 9075$0105 3597000320 f Tukwila 1 3597000202 i 00032000 w13 1 2 3". �S CERi1RCATEc8 TIRCATE BASIS OF BEARING! CENTERUNE OF 65TH AVE SOUTH BEARING' NORTH 1 6'57'22' WEST AS SHOWN •ON PLAT.' GRAPHIC: SCALD: - 0. 15.' 1. 1 ( )N. FEET ) 1 inch er, 30 Et FOUND 3/4' IP W/YEUDW PLASTIC CAP PLS 236047 & 'PLS 12336' CENTERUNE CONTROL MONUMENTS RECORDING NUMBER Red for record this _ day of 2000 a _M A book _ of - a page at the request a RICHARD VAISVILA SURVEYOR'S MME MIX Supt. of Records 60 rNU. IV w/CAP LS No. 2J504 0.87' S & 0.11 ' E OF CALC. POSITION (WAS SET AS 1' OFFSET S) FND. IP W /CAP LS No. 12336 1.09' N. & 0.11' E OF CALC.POS ON 8' BOARD FENCE LINE THAT PORTION OF LOT 17. 'INTERURBAN ADDITION TO THE CITY OF SEATTLE. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE 55. IN KING COUNTY, WASHINGTON,DESCRIBED AS FOLLOWS: BEGINNG . 0N THE WEST UNE OF SAID LOT AT A POINT 210 FEET NORTH OF SOUTHWEST CORNER THEREOF; THENCE NORTH .89'47'00'. EAST TO WESTERLY UNE OF 65 AVE SOUTH. AND THE TRUE POINT OF BEGINING, THENCE SOUTH 89' WEST 333 FEET: THENCE NORTH PARALLEL WITH THE WEST UNE OF SAID LOT. A DISTANCE OF 153 FEET; THENCE NORTH 89'47'00' EAST TO THE WESTERLY LINE OF 65TH AVE. SOUTH; THENCE SOUTHEASTERLY ALONG SAID UNE TO THE TRUE POINT OF BEGINNIG; EXCEPT THAT PORTION DEEDED. TO THE CRY OF TUKWILA FOR STREET PURPOSES UNDER. RECORDING N0. 7105100427. RECORD OF SURVEY A PORTION OF LOT 17, INTERURBAN ADDITION TO THR CITY OF SEATTLE S.E. 1/4 OF SECTION 23, TWP. 23 N., ROE 4 E, WILL1MATTE MERIDIAN, KING COUNTY, WASHINGTON PLAT MON DOWN 2X2' TIES BY LS23604 --�� NBB'45 39'W 54621' N89'47'001W (RAT) 104.58' 3 8.001 sq. ft 0.18 acres 104.58' 4 8,000 sq. ft. 0.18 acres 10/.50 M.W. ADDITION VOL. 53 P. 48 S88•45'39'E 2 0.08 48,130 Jsq. ft: 1.10 dcres 105.13' 2 7,651 eq. ft. 0.18 acres 100.13' 110.14' N88' 339.11' NOTES ALL CENTERLINE CONTROL MONUMENTS SHOWN ON THIS RECORD OF SURVEY WERE VISITED IN JUNE 2008. REFi�ENC S 5 8.234 sq. ft 0.19 acres 1. PLAT OF THE INTERURBAN ADDITION TO SEATTLE VOL 10 P. 55 2. REPEAT OF M. W. ADDRION VOL 53 P. 48 3. SHROETERS SURVEY K.C. REC. N0. 8705069004 4. 65TH AVE S ROAD PROJECT BY RUSS COFFELT AF. 7112290409 5. KING COUNTY ASSESSOR'S MAP OF SE 23- 23 -04. SURVEY METHODOLOGY THIS SURVEY WAS PERFORMED USING A NIKON OTM 420 TOTAL STATION. CONTROL MONUMENTS WERE MEASURED AND COMPARED TO RECORD. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN WAC 332- 130 -090. SURVEYOR OF RECORD RICHARD VAISVILA P.LS. 6041 CHAMPIONSHIP CIRCLE MULKLTEO, WA 98275 PHONE: (425) 299 -1739 E -MAL' HcvaisvOjuno.com 8.153RD 8T 85.34' BEGIN FENCE 0.7 5. OF PROP. LN. RECEIVED MAR 0 6 2001 COMMUNITY DEVELOPROENT N 88'25'27'W 1.09' 1 7.274 eq. ft. 0.17 acres PLAT M FNO. IP W/ 0.21'S & 0.12' 210.00' Pew= =eat [Assort 104.81 8.769 0.20 acres LS No. 2 •04 OF CALC. OS. 124.39' FND IP W /CAP LS No. 236 FND. IP W /CAP LS No. 12 1.10' 5 0.32' E ON T {OW UNE \ SURVEYOR'S CERT1RCATE 25 � a \ \ w This mop comic* represents o Jemmy made L7 ms or Under my direction N canfonnance stth the requirements of the survey Recording Act at the request of M JIM&. 2008 RICHARD VAISNLA P.LS. Afx 59170 \ RFN(;HMARK ,3,V.TI:W II lll VII BA/ 112' IY 1/MAS3 1.41' /A 10lMd0 N/ Al /N11 M.V C /IIN l..7 / / / AV/ .1'A t' !.] :d'/1 Si sIOLOO SW 11' 1 LS No £':3204 20111 0 DD'E OF CALC. POSITION (WAS SET A5 1' OFFSET S) T Moto t GE/4 • F. • ND. 12 L• !CAP LS Nu 12336 1.09' N. & 0.11' E OF CALC.POS. ON 6' BOARD FENCE UNE LEGAL DESCRIPTIONS THAT PORTION OF LOT 17, INTERURBAN ADORION TO THE CRY OF SEATTLE, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 10 OF PLATS, PAGE 55, IN KING COUNTY, WASHINCTON;DESCRIBED AS FOLLOWS: BEGINING ON -THE WEST UNE..OF SAID' LOT AT A POINT 210 FEET NORTH OF SOUTHWEST CORNER THEREOF; THENCE NORTH 8747'00'. EAST TO WESTERLY UNE OF 65 AVE SOUTH. AND THE TRUE POINT OF BEGINING. THENCE SOUTH 8747'00" WEST 333 FEET; THENCE NORTH PARAL.I.EL WITH THE WEST LINL 01 SAID 1OT. A DISTANCE OF 153 1E11; THENCE NORTH 8747'00' EAST TO TI-E WESTERLY LINE OF 65TH AVE. SOUTH: 111ENCE SOUTHEASTERLY 61090 SAID LINE TO THE TRUE POINI OF BEGINNIG; EXCEPT THAT PORTION 0E1010 10 IIIE CITY OE TUKWILA FOR STREET PURPOSES UNDER RECORDING NO. 7105100427. TOPOGRAPHICAL SURVEY OF A PORTION OF LOT 17, INTERURBAN ADDITION TO THE CITY OF SEATTLE S.E. 1/4 OF SECTION 23, TWP. 23 N, RGE. 4 E, WLLAMETTE MERIDIAN, KING COUNTY, WASHINGTON M.W. ADDITION VOL. 53 P. 48 SAMMY 1MM furls[ ® MAN DAM 11 c1 • a CAM 1M OL MM. D4 .nn MSC RICHARD VAISVILA P.L.S CERT. NO. 39570 N99'45'39'W 339.11' a 153RD 8T PAMOIT m11. uss MO WS CPrcwdn LAI PIADAPW 1EN C¢o .ePm ❑ ROM. NM • m morur C— RAE MOOR UM MA p .w 104101 5 R MOM MALY =MM. SURVEYOR .CERTIFICATE; I CERTIFY THAT THIS MAP REPRESENTS A TOPOGRAPHY SURVEY PERFORMED UNDER MY DIRECTION IN _ 20— AT THE REQUEST OF 15 kyk° SCALE 1' = 30' RECEIVED MAR 0 6 2001 COMMUNITY f(42s 4 q 3 DEVELOPME VOLIPAOE RICHARD VAISVILA P.L.S. 6041 CHAMPIONSHIP CIRCLE MULKILTEO, WA 98275 PHONE: (425) 299 -1739 E —MAIL: ricvaisv ®juno.com c errata. Oeperhoeat of Community Development 0300 tioulhomderBordevand,To NI%WAUM Telephone (1106) 4313070 FAX (205)4313666 Eine! SHORT PLAT NUMBER L.07 ^ D 11 DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make 'a short subdivision thereof pursuant to RCW 58.17.080 and acknowledge that said subdivision shall not be further divided In any manner within a period of five years, from date of record, without the fling of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: Name: Name: Name: &oval Description (New) thaj ale 044 Amy STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned GIVEN under my hand and official seal this day of . 20 GNEN under my hand and official seal this day of . 20 Signature: Name as commissioned: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed, for the uses and purposes therein mentioned LAND SURVEYOR'S CERTIFICATE SURVEY IN SE 114 OF SE 1/4 OF SECTION 23 T. 23N.,R.4E., W.M., IN KING COUNTY, WASHINGTON Signature: Name as commissioned: Title: My appointment expires: Title: My appointment expires: l , registered as a land surveyor by the State of Washington, certify that this plat Is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. RECORDING CERTIFICATE Feed for record at the request of the CLLy of Tuukwra his day of . 20 , at minutes past M. and recorded ht Volume of Plata, on page . records of fang County. Washington. King County Manager Supt. of Records and Elections Legal Description (Old) THAT PORTION OF LOT 17, INTERURBAN ADDEON TO THE CITY OF SEATTLE. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE 55, IN KING COUNTY, WASHINGTON,DESCRIBED AS FOLLOWS: BEGINING ON THE WEST UNE OF SAID LOT AT A POINT 210 FEET NORTH OF SOUTHWEST CORNER THEREOF; THENCE NORTH 89•47'00' EAST TO WESTERLY UNE OF 65 AVE SOUTH, AND THE TRUE POINT OF BEGINING, THENCE SOUTH 89'47'00' WEST 333 FEET; THENCE NORTH PARALLEL WITH THE WEST UNE OF SAID LOT, A DISTANCE OF 153 FEET; THENCE NORTH 89'47'00' EAST TO THE WESTERLY UNE OF 65TH AVE SOUTH; THENCE SOUTHEASTERLY ALONG SAID UNE TO THE TRUE POINT OF BEGINNIG; EXCEPT THAT PORTION DEEDED TO THE CnY OF TUKWILA FOR STREET PURPOSES UNDER RECORDING NO. 7105100427. oWNERm HARPAL BUAL ADDREss15415 85th AVE S RHONE= (206)- 244 -5866 crrYIsrATEr TUKWILA, WA 98168 1 APPROVALS KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are pald in full. This day of , 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s) TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for fling this day of 20 Chairperson, Short Subdivision. Committee HARPAL BUAL FEB 2 8 200 aammuNny O 3VELAPN:EN1 DRAWN BY: PS CHECKED BY: RW VICINITY MAP DATE 01/06/08 SCALE f inch =90ft. I VOLUME PAGE RECEIVED JOB NUMBER: 06TUIGNI Al . SHEET OF 2 1 CI ly of Tukwila DSpedmsot alf Cmlly Development 0300 leulboonew Badman& TdLMe. WA 00186 Telephone x001 4314070 FAX x0014314000 Emma tukelonfaukvAlexause SHORT PLAT NUMBER 1.01 d/' BASIS OF BEARINGS CENTERUNE OF 65TH AVE SOUTH BEARING NORTH 16'57'22' WEST AS SHOWN ON PLAT. GRAPHIC SCALE 30 0 15 30 60 REFERENCES ( IN FEET ) 1 inch = 30 ft. NOTES ALL CENTERUNE CONTROL MONUMENTS SHOWN ON THIS RECORD OF SURVEY WERE VISITED IN JUNE 2006. TREE INVENTORY WAS UPDATED AFTER FIED VISIT IN JANUARY 2008 1. PLAT OF THE INTERURBAN ADDMON TO SEATTLE VOL 10 P. 55 2. REPLAT OF M. W. ADDRION VOL 53 P. 48 3. SHROETERS SURVEY K.C. REC. NO. 8705069004 4. 65TH AVE S ROAD PROJECT BY RUSS COFFELT A.F. 7112290409 5. KING COUNTY ASSESSOR'S MAP OF SE 23- 23 -04. 6. THE TRLE REPORT BY TALON GROUP GUARANTY NO. 1005239 SURVEY METHODOLOGY THIS SURVEY WAS PERFORMED USING A NIKON OTM 420 TOTAL STATION. CONTROL MONUMENTS WERE MEASURED AND COMPARED TO RECORD. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN WAC 332- 130 -090. PRELIMINARY SHORT PLAT . DRAINAGE & UTIIJTIES EASEMENT BETWEEN LOT 5 AND LOT 6 ONLY ,r Pm 95.00' LOT 3 7,600 sq. R 8' MOO BOARD FENCE 115•' ACCESS. DRAINAGE & Ui1IS11 ENT' BETWEEN ALL 6 LOTS RNAROUND) 113.70' R20' LOT 2 L ' 9,154 sq. ft. 4 sr you CONC SIDEWALK 137.10' 107.00' LOT 5 8,560 sq. ft. S88 18 No. 1 .� E ON RO LINE FND. IP W /CAP LS No. 23604 87'S. & 0.11 ' E OF CALC. POSITION (was sET AS 1' OFFSET s) 6' CHAKINt FENCE PLAT MON DOWN 2X2' TIES BY LS23604 N 8 FND. IP W /CAP IS No. 12338 1.09' N. & 0.11' E OF CALC.POS. ON 6' BOARD FENCE LINE OWNERS) HARPAL BUAL ADDRESS: 15415 85TH AVE 3 CtfYASTATHIIP: TUKWILA, WA 98168 N88'45'39'W 548.21' N89'4700'w (PLAT) M:W. ADDITION VOL. 5.3 P. 48 LEGEND IwW1T SEVER UMW ® ITad COON IIN01011 ® EC CATOI OI91 EC OEwR B3 EATER NOM 4F S. 153RD ST S88'45'39'E 290.06' 6' CHAMILDOC PAWNOR GRAVEL CONIFEROUS nNI DRAWN BY: .P3 CHECKED 8Y: Lot.# 2 3 4 5 6 Gloss Lot Area 8,070 9,154 7,600 7,665 8,5603 7,080.6 Private Road Area 1,283.4 2,539.7 9621 1,053.8 0 0 Lot Area 6,786.6 6,6143 6,637.9 6,611.2 8,5603 7,080.6 MT( Pal um ma wE TEST PIT N 88'25'27'W 1.09' DATE PLAT MON HARPAL 01/06/08 1 inch = 30 ft VOLUME JOB NUMBER osmion ILAI OF PAGE SIDEWALK. DRAINAGE & UTUTIE EASEMENT BETWEEN ALL 6 LOTS (BOTH SIDES) 1EL Ric. Nv. It C ROC REIVED FE 328Me OMb1UNITY DEJELDWAENT TVG W STREET RICINPCIFAVAY MVSAIDO 111 1 11 1 1 • Gi 22 28 2 2111 82 11 7 88 a A as 1,283.4 Lot4 Gam Lot Ana Pdvam BmdAea Lot Ana 1 8,070 1,283.4 6,786.6 2 9,154 2,539.7 6,6143 3 7,600 962.1 6,637.9 4 7,665 1,053.8 46112 5 8,5603 0 8,5603 6 7,080.6 0 7,080.6 /" • ZO' EXISTING 10' PUBLIC SANITARY SEWER EASEMENT ALONG SOUTH PROPERTY UNE PER AFN: 5683679 10' DRAINAGE EASEMENT 107.00' 5' SANITARY SEWER EASEMENT FOR LOT 5 DOA 2/61p5 5' SIDEWALK, DRAINAGE AND UTILMES EASEMENT, NORTH AND SOUTH SIDES OF MAIN ACCESS EASEMENT 20' ACCESS, DRAINAGE AND UTILITIES EASEMENT FOR ALL SIX LOTS b 95.00' ti \ \ 11/1,0' �JJ \\ • 68.0k / /G'W d/d -JWAL W / Z' W dd7. AND 1,0"6.e#21/. DAP/t B /0't /I7EZYALS • µW/ siac w.RC.r AS.RJl. OIAIVINS Me10MOE1a OIOOm a1111I00 yTWm N 1®E® \ nmQxsomm1 oAm•aluvn WORM SWAPO CATIN M01 MEW CO MIVE01O•MITER =TIlOVtA ODOR COMMIIIIIIMCM. n,amM !Wu" NMI gt9E511100 NOTES: 1. AU. SPECIOCATIONS SHALL MEET CURRENT WSOOT!APWA STANDARD SPECIFICATIONS FOR ROADS, BRI AND MUNICIPAL CONS1RUCTIOPN. 2 SEE DETAIL RS.11 FOR THE SIDEWALK WIDTH. 3. STREET CLASSIFICATIONS ARE DESIGNATED BY ORDINANCE 4. PAVEMENT SECTION MUST BE DESIGNED FOR A MINIMUM OF HS20 LOADING. anmvew City of Tukwila TYPICAL ROADWAY SECTION MUM ' MIRO.. B. SHELTON EY. CB —TYPE1 R //Y= /OS.DO ("-/114:41D. '483 CB -T-2 W." /Z.. FRO. CB• 7 -Z (S4^ 70 Li G6" D /A. 5E7 •//fEI - Dd% 30' DRAINAGE EASEMENT RECEIVED KAR 251808 TUKWILA PUBLIC WORKS L07- oiy g07- OOaRECE!VED FEB 28 1008 GUeWU IT'/ 10 E 3. 3. a a f i z a z 0 0 W a 0 PN: 359700-0321 a i 1 0011 If ■ , 0 nv tla lii !1 ,�I�IMIJI!'3f'�1`IM/►�►'� •� .� �. �,.._ s, .ter ' .',. ii1 .mit iltiiimii1iAvk4 - \ \ 11 ..S.3 V‘ G' PYC SAN/. SEWER C 27. N /H. y" POAD SECT/ON S'DRA /NAG.E B3 PVC & 5:5V 14 2 CP R/P 1' _■ IIIIEZ X11∎ RO G" RV A = /E 8 "(S) a / //. SD .PD.4.0 E./Se/7EN R /P yQ elAb sECT /eliv • COMMON TRENCH W/ WATER, ELEC, TEL, CATV .-GAS e q6 q0 BOG - TYPE / ,>70meee and Data Parcel Ma noncom I TWCwila� i . 670 . 01 4 • 2' Y. /O' ZD' RDAD EASEMEN7 /D' Z Y. /" 20' 2V.• lL 'B' A. .. .C' C. X 7:c.. 4." M /N. 6'PAD M r' "`) /4 IP 8" PVC e /2, sZ CBI,/ -TYPE / • PuC4t. le epe, S , 54fd MEK( K G• 944. Nt. .544 1 ,4,- 19 P o .eoL B£ k : E Seel /DN /'e / b CB ,a2 - 7 YPE R /M= //4. lEG A er.) /O SD /D W x 2' D 6.PASSED "V" SWALE b /O' DeA /NA4E / Cf R /PRAP AND 1/T /L /7 /E5 CR. DA 175 EASEMENT C' /D 'SR.. CS7 SY.) CB # 4 - TYPE I R/M = 9S.04 /E .9"/E.)= 92.00 7`77> S Li 8"PYC e 7.0 20' 02. //VA EASE/7E/VT EX. CB —TYPEI R'/1= /OS. S /TE 729.14 /272 /N,571= /OO. SD CB A' S - 7.7PE 2 (Si") CB83 - TYPE 2 CS4 ") R /M= /04,00 26.7 "cc) /E 4 " (W) _ /0200 W / /2 "D /A.P.&.R. /E 3 G' /N) = 88.8Z • /Z "C£) = 88.82 /E 8'• CW) = 9 /..f0 R //'7 = 96, S0 O.FCOW = 94. O.e /P/C• _ /.8/ "P /A. 92 LP 44" DM. e0% SL0 Ex. /Z "S7 /4. 97. /4 IF /Z " PVC e 2.0 ET. TANK E097123 424/ Tfl Th 04a'r 2 R/M = 93:0 CMA7CA EX. F, L, /E /E "C/Y.SW)= 8S,Sf/7A7/"N . /E.) c J of '�4� 20 P.e . 'V7 RECEIVED APR, 252007 1UKWILA PUBLIC WORKS MAR 88200 1- z ta 0 z 5 F Z w W 0 a w 1- 0 c 2 1' W i Of 3 ter scvocKT -t g In IIV' v Q MO: I w J08NO: D6 SITE IMPROVEMENT PLAN CLIENTS Kemal Singh - (208) 478 -0188 Bruce S. MacVeigh, P.E. — Civil Enginee DESIGN: .53-1/ 6-Lot Residential Short Plat DRAWN: BSM 15415 65th Avenue S. Tukwila, WA 98188 PN: 359700 -0321 14245 59th Avenue South Tukwila WA 98168 Office: (206) 242 -7665 FAX: Same - call first APP DS DATES 6fEB 9CALEE �" - 24'' REV DESCRIPTION DATE APPb 5 AC9(d8D61X661) 6d.me41.reetYm0.t6 ems 60dm41a.ee te664.113 m Ws fYmmMV(09111W1a) .4Maee minima Al irmam41pb(AR1.D4I •6Dr4.d.t, sown ems bDO1• ah a alsalde aeeryb talale DI. Tai Scna.4(.1.111961) 0 l 00 - 1.4.4 _4441.4.4..41.1,43651 10*6.n • SITE AREA AREA CLEARED EARTHWORK 48,119 SF (1.10 AC.) 48,119 SF (1.10 AC.) 1 CUT 850 CY FILL 850 CY (Some extra cut material not used for formal fill will be wasted in non - structural areas of the site to be determined at the conclusion of the short plat construction shown on this plan. It is not planned for extra excavated material to be removed from this site.) / NOTE: Grades shown in road areas indicate finished paved grades. Fine grading prior to road bed preparation must take this into account and deduct the thickness of base, top course and pavement shown on the typical road pavement section. 1-� S/L7 FENCE L L PA RING L NV/ T (TYPICAL Q P/L ) // / EX. CB -TYPEI R/ /l c /OS.OD (^• N.C. le b. 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FRONTING SITE RIM EL= 105.00 CNGVD 1988) PROVIDED BY PROJECT CIVIL ENGINEER TOPOGRAPHICAL SURVEY OF A PORTION OF LOT 17, INTERURBAN ADDRION TO THR CRY OF SEATTLE SE 1/4 OF SECTION 23, TWP. 23 N, RGE 4 E, WILUMATTE MERMAN, KING COUNTY, WASHINGTON V.W. ADDITION VOL. 53 P. 48 N88'45'39" 339.11' SURVEYOR CERTIFICATE: I CERTIFY THAT THIS MAP REPRESENTS A TOPOGRAPHY SURVEY PERFORMED UNDER MY DIRECTION IN 20 THE REQUEST OF RICHARD VAISVILA P.LS CERT. NO. 39570 0 RECEIVED MAR 0 g 2007 DEVELOP6EPUr 10 20 SCALE 1" = 20' VOL/PAGE 0.21'S RICHARD VAISVILA P.L.S. 6041 CHAMPIONSHIP CIF MULKILTEO, WA 98275 PHONE: (425) 299 -173 E —MAIL: ricvaisv@juno.cc 1r PEAR 95.00' LOT 3 7,600 sq. ft. 95.00' R20.. LOT 4 GRAVEL DRIVEWAY 6' WOOD BOARD FENCE 115 01' LS No. OF CALC. . IP W/C 1'S & 0.12' 38 MAPLE CONC SIDEWALK 8 113.70' in R20' 38 WALNUT �!uI„ LOT 2 9,154 sq. ft. 4' CH UNK FENCE D. IP W /CA 6 LINE 0' WIDE DRAI N ALL 6 L AGE EAS • I • • • • • ■.Y arm.;•... -r 107.00' 8,560 sq. ft. S88'45'39 "E 4 . A LOT 6 IR. to' P4 LiC MP, 5i0 Ag.s. ACESS. DRAINAGE & UTIUTIES EASEMENT BETWEEN LOT 5 AND LOT 6 ONLY 5' SANITARY SEWER N88 45'39 "W 339.11' EASEMENT FOR - LOT 5 < Tr 137.10' _ BEGIN FENCE 0.7' S. 0 PROP. FND. IP W/. P LS No. 1 1.10'S 2'EONRO FND. IP W /CAP LS No. 23604 87'S. & 0.11 ' E OF CALC. POSITION (WAS SET AS 1' OFFSET S) THIS RECORD VOL. 10 P. 55 8' CHAINUNK FENCE W a to N 0 0 Z O O u7 FND. IP W /CAP LS No. 12336 1.09' N. & 0.11' E OF CALC.POS. — ON 6' BOARD FENCE UNE T V •N89 47'00 "W (PLAT) S. 153RD ST M.W. ADDITION VOL. 53 P. 48 LEGEND SANITARY SEWER MANHOLE STORM DRAIN MANHOLE ® EC CATCH BASIN —� CY fl a KDT S88'45'39 "E 290.06' 6' CHAINUNK FEN ACCESS. DRAINAGE & UTILITIES EASEMENT BETWEEN ALL 6 LOTS (INCLUDES TURNAROUND) PAVEMENT GRAVEL r/ry CONCRETE ROCKERY TELEPHONE RISER SITE BENCHMARK uTIUTY POLE ANCHOR N. 604 OS. SIDEWALK, DRAINAGE & U1 EASEMENT BETWEEN ALL 6 LOTS (BOTH SIDES) d(C a t m ,. J .