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HomeMy WebLinkAboutPermit L05-074 - DETWILLER CHAD - 45TH AVENUE SHORT PLATLOS -074 45 AVE 3 -LOT DETWILLER SHORT PLAT LAND DIVISION LAND DEVELOPMENT 137XX 45 AVE S TO: Jim Morrow via Dave McPherson Nick Olivas via Don Tomaso FROM: Nora Gierloff� RE: Rehabitat Short Plat — 45 Av S. DATE: -Febrtrary-24, 2006 FILE: L05 -074 • • MEMORANDUM The above referenced short plat is ready for final approval. Attached are the documents for recording. Please review these materials and indicate your approval by signing the plat. Jim Morrow and Nick Olivas, please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requireme below. Approved by Nick Olivas Approved by Jim Morrow (initials) (initials) January 20, 2006 Chad Detwiller 5639 16 Avenue SW Seattle, WA 98168 Dear Mr. Detwiller, • Ciiy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: L05 -074 3 Lot Short Plat Department Review Comment Letter Your application for a 3 lot short plat located at 13748 45 Avenue South was found to be complete on December 8, 2005 for the purposes of meeting state mandated time requirements. The Short Subdivision Committee has completed its review and has the following comments. Prior to Preliminary Short Plat approval, the following comments need to be addressed: 1. The geotechnical report/evaluation; addressed storm drainage, driveways, foundations, etc.. A Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. Storm drainage, shall be designed per the 1998 King County Surface Water Design Manual 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works, see Short Plat checklist — enclosed. The Civil plan shall be designed to comply with the Geotechnical Report, completed by Liu & Associates Inc., dated November 11, 2005 — enclosed. 3. The nearest fire hydrant is not shown on the plans. All proposed houses must be within 250 feel of a fire hydrant by path of vehicular travel. If fire hydrant is required, then show on Civil Plan and install prior to the Final Short Plat approval. Civil Plan 1. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. Q:\LETTERS\Rehab_Comment1-20.DOC Page I ot3 01/20/2006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 2. Provide note on Civil site plan - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 3. Provide note on Civil site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. 4. Show and label on Civil site plan a) location of existing Fire Hydrant b) proposed storm drainage for downspouts & driveways c) TESC including silt fence location(s) d) existing and proposed contours & spot elevations e) existing and proposed water meter(s) and service line(s) f) location of existing and proposed sanitary side sewers g) show proposed driveway for new Lot 3, in detail, including match with existing pavement, slope along driveway, etc. — see sample enclosed h) drainage behind proposed retaining walls. 5. Proposed rockeries greater than 4 feet high and/or supporting a surcharge, require a separate Building Permit. 6. Provide enough spot elevations (or) cross - sections across proposed driveways and profile along driveways, to show steepness and drainage patterns. 7. Provide and show on site plan, finished floor (FF =) elevation of proposed garage. 8. If it is necessary to cut pavement within 45 Ave. South, pavement mitigation fee will apply. See Bulletin A3 - enclosed. 9. A Transportation Mitigation fee applies to each Building Permit — see Bulletin A3 - enclosed. 10. Show any required buffers on Civil Plan sheet, per the Geotechnical Report, as applicable. 11. Verify the cut/fill quantities under Building permits D05 -340, D06 -003, and D06 -004. Do not include cut for foundation. 12. Attachments are provided, as applicable, to facilitate plan or permit approval. 13. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 14. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. Q: \LETTERS \Rehab_Comment I - 20.DOC • • Page 2 of3 01/20/2006 • • 15. All utilities including power are required to be underground, per City of Tukwila ordinance. Miscellaneous Comment 1. Approval of Building permits D05 -340, D06 -003, and D06 -004 by Public Works, requires that a Washington State Licensed Civil Engineer provide signed and stamped plans. The Civil Engineer shall evaluate the proposed dispersal storm drainage system, based on the Geotechnical Report. Prior to Final Short Plat approval, the following comments need to be addressed: 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). Short Plat Survey Site Map 1. Revise sheet 1 of 2, per attached redlines. Provide legal description for new Lots 1, 2, and 3. 2. Revise sheet 2 of 2, per attached redlines. 3. Provide note on survey site map - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 4. Provide note on survey site map - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. If you have questions about these comments, please call me at (206) 433 -7141. Sincerely, Nora Gierloff Planning Supervisor Attachments Cc: Public Works Department — Development Review Engineer Dave McPherson Fire Department — Fire Marshal Don Tomaso Q: \LETTERS \Rehab_Comment I -20.DOC Page 3 of 3 0I /20/2006 • • TO: PLANNING DEPT. — Nora Gierloff, Planning Supervisor FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: January 19, 2006 SUBJECT: Rehabitat NW — 3 Lot Short Plat 13748 — 45 Ave. South Permit No. L05 -074 Short Plat — L05 -074 MEMORANDUM Preliminary Short Plat is not complete for Public Works. Prior to Preliminary Short Plat approval for Public Works, the following comments need to be addressed: 1. The geotechnical report/evaluation; addressed storm drainage, driveways, foundations, etc.. A Washington State Licensed Civil Engineer, shall provide a plan and a storm drainage report, for review by Public Works. Storm drainage, shall be designed per the 1998 King County Surface Water Design Manual 2. A Washington State Licensed Civil Engineer, shall provide a Civil Plan for review by Public Works, see Short Plat checklist — enclosed. The Civil plan shall be designed to comply with the Geotechnical Report, completed by Liu & Associates Inc., dated November 11, 2005 — enclosed. 3. Verify with Fire Department if proposed house(s) require installation of an additional fire hydrant (or) if house(s) are to be sprinkled. If fire hydrant is required, then show on Civil Plan and install prior to the Final Short Plat approval. Civil Plan 1. Show and label any proposed rockeries and/or retaining walls, if applicable. Rockeries and retaining walls over 4 feet high and/or surcharged, will require a separate Building Permit. 2. Provide note on Civil site plan - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 3. Provide note on Civil site plan - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. • • 4. Show and label on Civil site plan (1) location of existing Fire Hydrant (2) proposed storm drainage for downspouts & driveways (3) TESC including silt fence location(s) (4) existing and proposed contours & spot elevations (5) existing and proposed water meter(s) and service line(s) (6) location of existing and proposed sanitary side sewers (7) show proposed driveway for new Lot 3, in detail, including match with existing pavement, slope along driveway, etc. — see sample enclosed (8) drainage behind proposed retaining walls. 5. Proposed rockeries greater than 4 feet high and/or supporting a surcharge, require a separate Building Permit. 6. Provide enough spot elevations (or) cross - sections across proposed driveways and profile along driveways, to show steepness and drainage patterns. 7. Provide and show on site plan, finished floor (FF =) elevation of proposed garage. 8. If it is necessary to cut pavement within 45 Ave. South, pavement mitigation fee will apply. See Bulletin A3 - enclosed. 9. A Transportation Mitigation fee applies to each Building Permit — see Bulletin A3 - enclosed. 10. Show any required buffers on Civil Plan sheet, per the Geotechnical Report, as applicable. 11. Verify the cut/fill quantities under Building permits D05 -340, D06 -003, and D06 -004. Do not include cut for foundation. 12. Attachments are provided, as applicable, to facilitate plan or permit approval. 13. Work within the City Right -of -Way will require a Bond and Insurance naming the City as additionally insured. 14. Work within the City Right -of -Way will require a Hold Harmless Agreement to be signed w /notary by Developer /Owner. 15. All utilities including power are required to be underground, per City of Tukwila ordinance. Miscellaneous Comment 1. Approval of Building permits D05 -340, D06 -003, and D06 -004 by Public Works, requires that a Washington State Licensed Civil Engineer provide signed and stamped plans. The Civil Engineer shall evaluate the proposed dispersal storm drainage system, based on the Geotechnical Report. Prior to Final Short Plat • • 1. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). Short Plat Survey Site Map 1. Revise sheet 1 of 2, as applicable. Provide legal description for new Lots 1, 2, and 3. 2. Revise sheet 2 of 2, as applicable. 3. Provide note on survey site map - Project to comply with Geotechnical Engineering Report, by Liu & Associates, Inc., dated November 11, 2005 and subsequent geotechnical reports. 4. Provide note on survey site map - Individual house foundation and drainage system, shall provide a specific geotechnical assessment, with final design recommendations. December 8, 2005 Chad Detwiller 5639 16 Avenue SW Seattle, WA 98168 RE: L05 -074 3 Lot Short Plat Dear Mr. Detwiller, Sincerely, Nora Gierloff Planning Supervisor Q: \LETTERS \Rehab_Complete.DOC • City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor Your application for a 3 lot short plat located at 13748 45 Avenue South has been found to be complete on December 8, 2005 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. You should contact them directly to find out what their application requirements are. I will be forwarding comments to you from the other reviewing departments in a few weeks. If you wish to speak to me sooner, feel free to call me at (206) 433 -7141. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 +P4t #;A00tie :c9m119.04`;b ..40100 tth rt /370 �(4 '� Ave 3e wi 7i/c•k):A Site address (attach map and legal description showing hydrant location and size of main): / e / 26 73y 70 II RECEIVED 110V 2 9 2005 COMMUNI T Y DEVELOPMENT WO. r.- ..f> 1 tr '• . - er:l foiry�atiori+� , �,� • `•• °''�� Name: Ivornf'�r..t'S Address: S v� G39 «;— scz 4 { le hill kn: Phone 0 YiA'geritll Ql OTOP ,f;SO. This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Owner /Agent Signature 1. The proposed project is within 2. .-N improvements required. 206 - ?-‘f- z _ cis \applications \water availability (7 -2003) Printed: 9 -16 -03 I hereby certify that the above information is true and correct. Name: 6 ,1 -r Address: J ¢,.�t Phone: ) S3a - 73C-1". i/ Estimated number of service connections and water meter size(s): 1 4 /SI ift Vehicular distance from nearest hydrant to the closest point of structure is f l ( ft. Area is served by (Water Utility District): /4 C ri+ • A J: y . `fth :A -•VM • , i'- ../ c- t ,cw... e.Y. , a, 1340 - YB;:Totlikre mrme.00. thdretcwct x. ' A . > ❑ Short Subdivision ❑ Other Date .':` , t'Y= i. a ,� ' Id 1r /n? S c d: S'' ' -. c• , (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /00 0 gpm at 20 psi residual for a duration of 2 hours at a velocity of 2- fps as documented by the attached calculations. 5. Water availability: a cceptable service can be provided to this project El Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ID System is not capable of providing service to this project. /0 --i et-- OS Agency • hone By Date Part A: (To Be Completed by Applicant) Purpose of Certificate: ur Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: L. Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name j i 4- fl l r , , c 4 - Phone: ( 2 . 1 ) / C 1 3 ; ; _ - 7 3 5 5 Property Address or Approximate Location: Tax Lot Number. ) 37y 1 - 15 n► )e__ `7 3 i-11to0 -07355 Legal. Description(Attach Map and Legal Description if necessary): ).,. c:t I (� 0. 4 - R't e-c Y r48044 "Rd "Tr c7is Part B: (To Be Completed by Sewer Agency) i/ 1. 14t a. Sewer Service will be provided by side sewer connection only to an existing (o size sewer Oh feetfrem -the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 111 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. C 4. Service is subject to the following: PERMIT: $ la - a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required cit May be Required c. Other: :�r�oarclr�rc, TOWARD Q 6E :NViRON iE CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY cY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fr•he date of sign ,t e. • 14816 Militirk Road South P.O. Bol' Tukwila, rvA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECEIVED NOV 2 9 2005 COMMuNi i y • rice 'L4 d+.— /0/(v/of— Title Date The following terms and conditions apply to the attached Val Vue Sewer Di'stria ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of. Public Health, City of`Seattle, City of Tukwila; City of Burien and /or City of SeaTac. This Certificateis' between the District and the applicant only, and no third person or party shall have any rights hereunder whe'ther by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply 'to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the, District' or the applicant must extend the District's sewer system to proviffer sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature -- '"og of �. 0 9 en 0 Q m CO 0 a o Os O m 0 0 in N 0 N N a a In a < N 0,9,9. vs a�, O V7 CO 09 FFO < 0 o 0 0 0 UT 00 In In N U) N g in gr. O ° a 0 0 F o -5 I �C H {.i f, N AVH '4 OE a a 0 a 0 0 m 0 m ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY 9 AV H194 Date CHICAGO T[ "C[.0NSURANCE COMPANY • 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 Order No.: 001171626 PROPERTY ADDRESS: 13748 45TH AVENUE SOUTH TUKWILA, WASHINGTON 98168 Your No.: REHABITAT /PARKS REHABITAT NORTHWEST INC. 5639 16TH AVE SW SEATTLE, WASHINGTON 98106 Enclosed are your materials on the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. DOWNTOWN TITLE UNIT TELEPHONE: (206) 628-5600 (UNIT 4) FAX (206) 628 -4725 DOUG PITTMAN LINDA JACKSON KEITH DOTTER BOB ANDERSON ANDREA BUDNICK NELLIE KUMAR HUNG NGUYEN SHARLEEN LAMBARD MATTHEW SCHMALL SENIOR TITLE OFFICER (E -MAIL: DOUG.PI IMAN @CTT.COM) SENIOR TITLE OFFICER (EMAIL: LINDA.JACKSON @CTT.COM) SENIOR TITLE OFFICER (E -MAIL: KEITH.DOTTER@CTT.COM) SENIOR TITLE OFFICER (E -MAIL: BOB.ANDERSON @CTT.COM) TITLE OFFICER (E -MAIL: ANDREA.BUDNICK @CTT.COM) TITLE OFFICER (E -MAIL: NELLIE.KUMAR @CTT.COM) ASSISTANT TITLE OFFICER (E -MAIL: HUNG.NGUYEN @CTT.COM) TITLE TECHNICIAN (E -MAIL: SHARLEEN.LAMBARD @CTT.COM) TITLE TECHNICIAN (E -MAIL: MATTHEW.SCHMALL @ CTT.COM) RECEIVED NOV ' 2 9 2005 COMMUNITY DEVELOPMENT titlet /rda /012004 CHICAGO TITLLSSURANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628 -5600 FAX: (206)628 -4725 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. kkAC/ ` IJ/ V" ` Pc TUKWILA ORD 150 3 • MAP /RDA /0999 CAGO TITLE INSURANCE COMP! • 01 FIFTH AVENUE, #3400, SEATTLE, WA 98k.. 1. Name of Insured: FEE SIMPLE 3. Title to the estate or interest in the land is vested in: STANDARD OWNER POLICY SCHEDULE A REHABITAT NORTHWEST INC., A WASHINGTON CORPORATION 2. The estate or interest in the land which is covered by this policy is: REHABITAT NORTHWEST INC., A WASHINGTON CORPORATION 4. The land referred to in this policy is described as follows: Policy No.: 1171626 Amount of Date of Policy: AUGUST 31, 2005 at 8: 00 AM Insurance: $ 2 7 5, 0 0 0 .0 0 LOTS 9, 10 AND 11, BLOCK 4, RIVERTON MACADAM ROAD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 53, IN KING COUNTY, WASHINGTON. ALTAOPA /RDA /0999 • • CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B EXCEPTIONS FROM COVERAGE E. Taxes or special assessments which are not shown as existing liens by the public records. Policy No.: 1171626 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: GENERAL EXCEPTIONS: A. Rights or claims of parties in possession not shown by the public records. B. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. C. Easements or claims of easements not shown by the public records. D. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Any service, installation, connection, maintenance, tap, capacity or construction charges for sewer, water, electricity, other utilities, or garbage collection and disposal. G. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims, or title to water. SPECIAL EXCEPTIONS: 1. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2005 TAX ACCOUNT NUMBER: 734760 - 0354 -06 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 23,300.00 ASSESSED VALUE- IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: AFFECTS: LOT 9 BILLED: $ 309.85 PAID: $ 154.93 UNPAID: $ 154.92 ALTAOPB /RDA /0999 GENERAL & SPECIAL TAXES: AFFECTS: LOT 10 GENERAL & SPECIAL TAXES: AFFECTS: LOT 11 GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: • CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) SPECIAL EXCEPTIONS 2. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2005 TAX ACCOUNT NUMBER: 734760 - 0355 -05 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 23,400.00 ASSESSED VALUE- IMPROVEMENTS: $ 131,000.00 3. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): BILLED: $ 2,059.87 PAID: $ 1,029.93 UNPAID: $ 1,029.94 YEAR: 2005 TAX ACCOUNT NUMBER: 734760 - 0356 -04 LEVY CODE: 2413 ASSESSED VALUE -LAND: $ 23,300.00 ASSESSED VALUE- IMPROVEMENTS: $ 0.00 4. DEED OF TRUST TO SECURE AN INDEBTEDNESS: BILLED: $ 309.85 PAID: $ 154.93 UNPAID: $ 154.92 Policy No.: 1171626 REHABITAT NORTHWEST INC., A WASHINGTON CORPORATION CHICAGO TITLE INSURANCE COMPANY PACIFIC CREST SAVINGS BANK, A WASHINGTON CORPORATION $ 294,400.00 AUGUST 29, 2005 ALTAOPB2 /RDA /0999 RECORDED: RECORDING NUMBER: LOAN NUMBER: • • CHICAGO TITLE INSURANCE COMPANY STANDARD OWNER POLICY SCHEDULE B (Continued) AUTHORIZED SIGNA Y SPECIAL EXCEPTIONS Loan Policy Endorsements: 100A, AND 8.1 Owner's Policy Endorsements: NONE AUGUST 30, 2005 20050830002847 2001423 ** END OF SCHEDULE B ** Policy No.: 1171626 ALTAOPB2 /RDA /0999 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Rehabitat Northwest Inc. • Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the NW 1 /4 of the SE 1 /4, Sec. 35, T. 23 N., R. 4 E., WM. Assessor's Tax Parcel ID Numbers: 734760 -0354 / 734760 -0355 / 734760 -0356 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harm :.ss agreement is entered into between Rehabitat Northwest Inc., a Washington State corporation ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described as Lots 9, 10, and 11, Block 4, Riverton Macadam Road Tracts, according to the plat thereof, recorded in volume 15 of plats, page 53, in King County, Washington. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit `A', which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L05 -074, and/or construction permits for the Property. • • WHEREAS, Grantor has performed a geological report and evaluation, prepared by Liu & Associates, Inc., dated November 11, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, ?gents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this Jp day of `GC , 2006. STATE OF WASHINGTON) County of King ) I certify that I know or have satisfactory evidence that Ste ve De -holler is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he /she was authorized to execute the in and acknowledged it as the Presic/eh f of ke ha bi .a f " 0Pf - hwes*, 1 c. ) Authorized Signature Authorized Signature , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated February /0, 2006 , ■ f , s ,....." N 4 I, ,e,;29, d ni,(Lef = v , O TAR y ... ' Alice, A. Deaf : 0 a .... Notary Public in and for the State of Washington N : PUBL\0 ! residing at /PehitO/1 + + 5. • .16 -02V c _ . %1 ++++4F OF`W ------------------ My appointment expires 6 -/ -OR • • DATED this day of 2006. GRANTEE: CITY OF TUKWILA ATTEST: Mayor City Clerk STATE OF WASHINGTON ) ) ss. County of King ) On this day of 20 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Improving neighborhoods...One home at a time! PROJECT: ADDRESS: OWNER: CONTACT: License #: RE HABN'016MA 45 Ave 3 -Lot Short Plat 137XX 45 Ave South Tukwila, 98168 Rehabitat Northwest, Inc Chad Detwiller • RECF' /NOV 2 9 nue COMMA, D EVELOPMENT Project Overview Currently, the parcel consists of one single family residence existing in average condition, on a 0.56 acre parcel which is zoned LDR. The final product will be comprised of 3 equally, separated parcels comprising of 8,500 SF each with a new single family residences will be built. It should be noted the parcels have been divided along the lines in the initial design of the plat prior to 1932 (ref: Lots 9, 10, 11 of 4 Riverton Macadam Road Tracts). The existing residence will be demolished with a new single family residence constructed in its place. The new residences will range from 2,200- 2,800 square feet and be built of wood composition with Hardi Plank exterior siding and cedar shake accents. Compliance with Tukwila Comprehensive Plan This project is consistent with Tukwila's Comprehensive plan by: - enhancing the overall neighborhood - providing more dwellings per acre Water, Storm Drainage, Erosion Control, and Sanitary Sewage Considerations The project has considered all aspects related to the above items. A comprehensive geotechnical analysis and report accompanies this application, which addresses any potential issues related to storm drainage and erosion control. Completed forms to address water and sewer availability have also been provided with the application. Any further required improvements will be constructed in such a manner to comply with the any and all regulations and guidelines. Road, Utilities, and Other Improvements At the current time, since the project only involves three residences, we do not feel street improvements are required. All provisions for the proposed utility have been taken into account and will be constructed in accordance will any and all applicable regulations and guidelines. Dedications, Easements, and Reservations All easements required for utilities and ingress /egress, along with maintenance of such items shall be determined and recorded prior to final plat approval. Design, Shape and Orientation of Proposed Lots The proposed lots are situated in such a manner to ensure compatibility with construction with residential dwellings. 5639 16th Avenue SW Seattle, Washington 98106 Steve Detwiller General Contractor Direct 206.255.3474 Fax 206.933.7355 stevedetwiller @hotmail.com Parcel L'WCf , 0211 1�f8 OX resc.pdf (application,.. King County Parcel Viewer One Parcel Found Parcel Number Address 7347600355 13748 45TH AV S Search Menu 1 Parcels Found: Record 1 Parcel Number Address Zr pcode Taxpayer Property Report Districts Report ODES Permits �� http: / /www5. metrokc. gov/ parceiviewer /Viewer/KingCounty/Viewer, asp ?App Parcels&SearchFor =Addstart Horne 7347600355 13748 45TH AV S 98168 REHA.BITAT NORTHWEST INC Available Available Available Transferring data from www5.metrokc.gov... 11Serviceel Co'iiiments 251 sjt1ITItI ii 317 'S r :Search . 152L'0 717 6 'EO 2.104 17 n rd v 3.1 t 3a 7 73•' 7 7 = •. S 140 S tekw ii 230490 Sl''A49G' 6 S 1 38 r H'ST 2204 i L 1.i °2 Cooly vaull OAF • b23049210 52364904 Kinq County I GIS I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. eV visiting this and other King County web pages. you e.0ressly agree to be bound by terms and conditions of the site The details. Current Tool Zoom In er 0022 Search Menu in Show Legend • Off' Map Zoom In CI Zoom Out II Full Map (41, Back \I Pan ® Identify Clear Large Map 5523019035 © Go Pro�e�� S r REC EIVES WV 2 9 2005 DGEyOP I • • Legal Description: Project Address: 137XX 45th Ave South - Lot 1 Tukwila, WA 98168 Tax Parcel: 7347600354 Project Owner: Rehabitat Northwest, Inc. 5639 16th Ave SW Seattle, WA 98106 Contact Person: Chad Detwiller Rehabitat Northwest, Inc Office: (206) 932 -7355 Fax: (206) 933-7355 Direct: (206) 255 -3474 Lot S.F.: 8,500 SF a — i Sa Catieh Baso Cutier 1 69 CT 10 z a 0 0 Total Lot Area: 8,500 SF Total Footprint of Dwelling: 1,428 SF Total Lot Coverage: 16.8% Total Area of All Decks: 213 SF Legend O Stock Pile With Clear Plastic Cover — Filter Fence for TESC Downspout Location • STD 2 UT .. 1 0.C. mi Too. Poe c y . nroM s..... 2. , . Spree. Pp* SOS; .....o,.N.. ......� a. • ,s ..�,.. 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Mr Y a .. . wood on Conrad rift .a.. t Gorr.be aw...w ew.a e �e. ,,,*. .i,.1ae vent. on �a the 5V • • v w.m Ban wn!.2.3/16 ...hen 0.15 0 C uNO R E ®m= REGE tiOV 2 g 2005 p MOPmerr � ... 1u Mrit Vis gams NM aY w•Iem wa MVaCI e4 mo.Vyu vver Granola . w.vu on Deer I l..r UMW li.... t li 1 eINSIUMIMMM•1 _LIT .ab,.�.. .1 RI tats • ftlAnnere N. w nay rwawre:damwm. hoar woa eonseuoon t. nww. rww.e Bawe Okuleng aw WIUrr . • Pats ie a..y.' ®e•>.t wane al 001 w U!40 a Al Fora, Ea reel aa,•,teeaae.asod .uirlSenme. Um... w wawa cornea wx.we• Rue,h cons. Mr Y a .. . wood on Conrad rift .a.. t Gorr.be aw...w ew.a e �e. ,,,*. .i,.1ae vent. on �a the 5V • • v w.m Ban wn!.2.3/16 ...hen 0.15 0 C uNO R E ®m= REGE tiOV 2 g 2005 p MOPmerr • • • Mein Floor Plan again Floor Frsmrro Nod, 1 Wniten Dinemmn take aecad0nce over Scaled Dimensions 2 N Headers to be 4,10 0 F •1 Unless Noted Otlrerv (UNO) 3 Bottom d Headers to be 6'C en Now UNO 4 N Exterior Walla to be 2a5 R•2' emWab011 UNO 5 M. Frame Nailing to seedy IRC Block an Plywood edges and nett win 100 at 6' 0 C Typical as bnenor Wass 6 Provide Double Sash or /Doming wire Pend., occur above. 7 Provide Sdm Biak,q over Sapporo 8 Rate Height to be F1' this Flow UNO 9 I at el PWmbmg Penetrations IC N Storage and Spaces coot Staeases to be Fnsh.G with Ur G. w n ❑ Oendn 5244 Bearn ,met Concentrated Lads, use (2) 2a4 at 4' Wass UNO '2. Felsh a1041mgs with 1? e W B .0 13 At Garage use 5/8' Type, OW B. et en Comma Lived Walla and Ceding.. wrap ett Poste and Beams 14. r l 6 Buedin Pro.. 26-Gauge 0 01* over Sheet Melm Flashing above Windows a. 15 hied Song e' Above Falai Grade. 16 Fasten Mug -Lam 21 Beams per IBC 17 Upper Firms Framing to be 9 IT IJObt Cl t&' 0 0 typical UNO Plan shows ore.. to Ceding Joab ta be 2a6 a124' 0 c typual UNO Ran snows Just 19 N wen to be FiWre0 Block. per IBC 20 Install Water Healer per 1887 NAECA See Sheet 1 Prolecl from Impact Per 'SW U.14 C 21 Furnace to Ea placed 18' Abv floor do 1 roar tumaa plammi wl (21301' bys Plywood Prated horn visaed per 1994 U M.0 22 Door between House end Garage to oe 20 ran rated. Sold/ are tqb Swag not Sell Closure 23. Inners Zero rh hpl pct terms ot Use and Manufa24dUS sped per IBC 24 Provide Loemruwn Handal a1 a1 Stan a ran Ott 1/2 horn wag 25.O0e0oles Beanng Pant and Hold Down Loabon Aaa e.mmna Basement Floor 970 4 Man Floor Pten 9044 Upper Floor Ran 1076 4 Total Are° 2850 51 Garage 4704 Patio 2494 s,...,.1 Uooer Floor Plan 1 tr.. Flow Frank., Nat{ Written Dmemwns take precedence over Scaled Oimenswn 2 N Headers to be 4.10 D F al Umess Noted Olhe arse (UNO, 3. Bottom 01 Headers to be 6 Des Now UNO • All Cetenor Wass Nell be 2x6 vii R -2t Insulator. UNO 5 N Frame Nalhq to satisfy IRC Beak as Pywood Edges all Nal wet 101 a9'0C 1ypAll Enenor Walls 6 Provide Double Joists or Blakm9 where Partitions occur snow 7 Provide Sand Baling over Suppdna 6 Rate Megt't b be e'n' Iles floor LINO 9. FeeboWrq at W Phmbg Penetrations 10 AS Storage and Spaces ulcer Suss to be Finished wall 515 Type '11 G W B tt� Dewa0,555/0 Beamg,d1* Cauca, Lads U.e (21 b1ar4'WeM UNO 12 Fiva an Cedngs 4001 GWB 13. Provde 20 -Gauge Gatvamaed Sheer Mat Flashing Above Wndora are Door. Typed Lap Bulking Papa over 14 Fasten Muw -Lam 2s Beam. per IRC 1 5. Ce16rg Saab to be 206 ® 24 C typal UNO 4 6 At Voids to se Fre Drab Block= per IRC. '7 AI Tubs and Showers - ...eking between Studs • Lent Shower Flow ro 3 O.P IN • Waremool Wag to wahn 70' Mow Den Intel • Ag &sang wen 7P Above pan Inlet to be 54ey Glass - No vapor Bearer btlund G W 18 M Smoke Detectors to be 110 Vdl Interconneded wl Battery Back-up 19 Provide Cddimbus Handrail 4 ag Stan a min el 1 t? away horn Wall. 8 Lf) RECEIVED Noy 2 9 2005 r_fMMUMITY �A.w. � , . bI MO , a Y • a a r — , , �. i N: as ... MD I= 1 e '74 4 Vfy f %iv� w ie 1 __ r °; tili ' lam r,gi3/ 11111111 WPM 1111 11111111 jp 9 � f \�� y em p :: au b rn • _ 1* NI ... tar rr r . ..... — \ :? rs .� — r .` $ .a... .. ra s • • • Mein Floor Plan again Floor Frsmrro Nod, 1 Wniten Dinemmn take aecad0nce over Scaled Dimensions 2 N Headers to be 4,10 0 F •1 Unless Noted Otlrerv (UNO) 3 Bottom d Headers to be 6'C en Now UNO 4 N Exterior Walla to be 2a5 R•2' emWab011 UNO 5 M. Frame Nailing to seedy IRC Block an Plywood edges and nett win 100 at 6' 0 C Typical as bnenor Wass 6 Provide Double Sash or /Doming wire Pend., occur above. 7 Provide Sdm Biak,q over Sapporo 8 Rate Height to be F1' this Flow UNO 9 I at el PWmbmg Penetrations IC N Storage and Spaces coot Staeases to be Fnsh.G with Ur G. w n ❑ Oendn 5244 Bearn ,met Concentrated Lads, use (2) 2a4 at 4' Wass UNO '2. Felsh a1041mgs with 1? e W B .0 13 At Garage use 5/8' Type, OW B. et en Comma Lived Walla and Ceding.. wrap ett Poste and Beams 14. r l 6 Buedin Pro.. 26-Gauge 0 01* over Sheet Melm Flashing above Windows a. 15 hied Song e' Above Falai Grade. 16 Fasten Mug -Lam 21 Beams per IBC 17 Upper Firms Framing to be 9 IT IJObt Cl t&' 0 0 typical UNO Plan shows ore.. to Ceding Joab ta be 2a6 a124' 0 c typual UNO Ran snows Just 19 N wen to be FiWre0 Block. per IBC 20 Install Water Healer per 1887 NAECA See Sheet 1 Prolecl from Impact Per 'SW U.14 C 21 Furnace to Ea placed 18' Abv floor do 1 roar tumaa plammi wl (21301' bys Plywood Prated horn visaed per 1994 U M.0 22 Door between House end Garage to oe 20 ran rated. Sold/ are tqb Swag not Sell Closure 23. Inners Zero rh hpl pct terms ot Use and Manufa24dUS sped per IBC 24 Provide Loemruwn Handal a1 a1 Stan a ran Ott 1/2 horn wag 25.O0e0oles Beanng Pant and Hold Down Loabon Aaa e.mmna Basement Floor 970 4 Man Floor Pten 9044 Upper Floor Ran 1076 4 Total Are° 2850 51 Garage 4704 Patio 2494 s,...,.1 Uooer Floor Plan 1 tr.. Flow Frank., Nat{ Written Dmemwns take precedence over Scaled Oimenswn 2 N Headers to be 4.10 D F al Umess Noted Olhe arse (UNO, 3. Bottom 01 Headers to be 6 Des Now UNO • All Cetenor Wass Nell be 2x6 vii R -2t Insulator. UNO 5 N Frame Nalhq to satisfy IRC Beak as Pywood Edges all Nal wet 101 a9'0C 1ypAll Enenor Walls 6 Provide Double Joists or Blakm9 where Partitions occur snow 7 Provide Sand Baling over Suppdna 6 Rate Megt't b be e'n' Iles floor LINO 9. FeeboWrq at W Phmbg Penetrations 10 AS Storage and Spaces ulcer Suss to be Finished wall 515 Type '11 G W B tt� Dewa0,555/0 Beamg,d1* Cauca, Lads U.e (21 b1ar4'WeM UNO 12 Fiva an Cedngs 4001 GWB 13. Provde 20 -Gauge Gatvamaed Sheer Mat Flashing Above Wndora are Door. Typed Lap Bulking Papa over 14 Fasten Muw -Lam 2s Beam. per IRC 1 5. Ce16rg Saab to be 206 ® 24 C typal UNO 4 6 At Voids to se Fre Drab Block= per IRC. '7 AI Tubs and Showers - ...eking between Studs • Lent Shower Flow ro 3 O.P IN • Waremool Wag to wahn 70' Mow Den Intel • Ag &sang wen 7P Above pan Inlet to be 54ey Glass - No vapor Bearer btlund G W 18 M Smoke Detectors to be 110 Vdl Interconneded wl Battery Back-up 19 Provide Cddimbus Handrail 4 ag Stan a min el 1 t? away horn Wall. 8 Lf) RECEIVED Noy 2 9 2005 r_fMMUMITY — 1 aaA ....., F � , . bI MO a Y • a a r — r . j i II iiilifitNiiii MD I= 1 e ' 4 Vfy __ tili Ni y em ? a au b rn • _ 1* rr • • • Mein Floor Plan again Floor Frsmrro Nod, 1 Wniten Dinemmn take aecad0nce over Scaled Dimensions 2 N Headers to be 4,10 0 F •1 Unless Noted Otlrerv (UNO) 3 Bottom d Headers to be 6'C en Now UNO 4 N Exterior Walla to be 2a5 R•2' emWab011 UNO 5 M. Frame Nailing to seedy IRC Block an Plywood edges and nett win 100 at 6' 0 C Typical as bnenor Wass 6 Provide Double Sash or /Doming wire Pend., occur above. 7 Provide Sdm Biak,q over Sapporo 8 Rate Height to be F1' this Flow UNO 9 I at el PWmbmg Penetrations IC N Storage and Spaces coot Staeases to be Fnsh.G with Ur G. w n ❑ Oendn 5244 Bearn ,met Concentrated Lads, use (2) 2a4 at 4' Wass UNO '2. Felsh a1041mgs with 1? e W B .0 13 At Garage use 5/8' Type, OW B. et en Comma Lived Walla and Ceding.. wrap ett Poste and Beams 14. r l 6 Buedin Pro.. 26-Gauge 0 01* over Sheet Melm Flashing above Windows a. 15 hied Song e' Above Falai Grade. 16 Fasten Mug -Lam 21 Beams per IBC 17 Upper Firms Framing to be 9 IT IJObt Cl t&' 0 0 typical UNO Plan shows ore.. to Ceding Joab ta be 2a6 a124' 0 c typual UNO Ran snows Just 19 N wen to be FiWre0 Block. per IBC 20 Install Water Healer per 1887 NAECA See Sheet 1 Prolecl from Impact Per 'SW U.14 C 21 Furnace to Ea placed 18' Abv floor do 1 roar tumaa plammi wl (21301' bys Plywood Prated horn visaed per 1994 U M.0 22 Door between House end Garage to oe 20 ran rated. Sold/ are tqb Swag not Sell Closure 23. Inners Zero rh hpl pct terms ot Use and Manufa24dUS sped per IBC 24 Provide Loemruwn Handal a1 a1 Stan a ran Ott 1/2 horn wag 25.O0e0oles Beanng Pant and Hold Down Loabon Aaa e.mmna Basement Floor 970 4 Man Floor Pten 9044 Upper Floor Ran 1076 4 Total Are° 2850 51 Garage 4704 Patio 2494 s,...,.1 Uooer Floor Plan 1 tr.. Flow Frank., Nat{ Written Dmemwns take precedence over Scaled Oimenswn 2 N Headers to be 4.10 D F al Umess Noted Olhe arse (UNO, 3. Bottom 01 Headers to be 6 Des Now UNO • All Cetenor Wass Nell be 2x6 vii R -2t Insulator. UNO 5 N Frame Nalhq to satisfy IRC Beak as Pywood Edges all Nal wet 101 a9'0C 1ypAll Enenor Walls 6 Provide Double Joists or Blakm9 where Partitions occur snow 7 Provide Sand Baling over Suppdna 6 Rate Megt't b be e'n' Iles floor LINO 9. FeeboWrq at W Phmbg Penetrations 10 AS Storage and Spaces ulcer Suss to be Finished wall 515 Type '11 G W B tt� Dewa0,555/0 Beamg,d1* Cauca, Lads U.e (21 b1ar4'WeM UNO 12 Fiva an Cedngs 4001 GWB 13. Provde 20 -Gauge Gatvamaed Sheer Mat Flashing Above Wndora are Door. Typed Lap Bulking Papa over 14 Fasten Muw -Lam 2s Beam. per IRC 1 5. Ce16rg Saab to be 206 ® 24 C typal UNO 4 6 At Voids to se Fre Drab Block= per IRC. '7 AI Tubs and Showers - ...eking between Studs • Lent Shower Flow ro 3 O.P IN • Waremool Wag to wahn 70' Mow Den Intel • Ag &sang wen 7P Above pan Inlet to be 54ey Glass - No vapor Bearer btlund G W 18 M Smoke Detectors to be 110 Vdl Interconneded wl Battery Back-up 19 Provide Cddimbus Handrail 4 ag Stan a min el 1 t? away horn Wall. 8 Lf) RECEIVED Noy 2 9 2005 r_fMMUMITY I'ill'Lli�l'il ii iilliiilili c illii� ��i Ilrillu liyl'i!ili 1411114PIIIIIU111i !II,IN�;IIIIIII Iil�l' �IIIrIIIIiI191Piilni91k91i11 'II�NP,iI" eo. *w or eEw '„ rII1- 111 —I�1— EII1_I11 -111- 1 1- 111 - 111 =111 111- 111 - 111 —III —111- 111E111E —IIIE III —III- 111 =1II =III -111 111 EIII E IIIEII I CONTINUOUS FOOTING • I =1 lI @IIc11E= IIEIIEIIF TYPICAL TYPICAL SIA 'NOME IIIII�, � TYPICAL n EXTERIOR WALL FINS. PER ELEVATION W OV a S TSHEATHING ATT is. ILL BATT INSULTAnoN PLO r GYPSUM BOARD 22 BOTTOM RATE PIN BOARD WEATIER TIENT CAULKING E%CAVATCW sAcKpKy TIONTLINE BT ORM O SAND STOP CONCRETE OOTWG r GRAVEL IMINIMUNi ON DIA WEEPING TILE f r 8" FOUNDATION WALL (Not to Scale) uo sT FLOOR SVSTEN AG 0 SR TAROOI JOISTS IV cM FUN BLOCK WHERE REGO DRYON. 714 P i SILL RATE we ANCHOR BO TB E S 1?l++ 1/7 INN WASHERS EENDS NM EMBEDMENT NLSEW MERE USE SW OA ,r AB on 70 0/16 FO WASHERS ONwti�°TWOO TYPICAL r CONCRETE WALL I WATERPROOFING R ITT W 22 STUDS PER RAN O ,r O C R„ BATT INSNAT,ON "TB NR BARRIER A aA" TTON PIA • GRANULAR FILL NAIL POLY VAPOR EARNER A POURED CONCRETE SLAB RONFORCNO EAR VERNCAL O 1r o w• ALTERNATE KENOS d TNOWGC MI CONTiNUOUSG II T FL II @iIE1i uCIWW NI liiiITIiiillN11 0 STUDS P PLAN 1Cn qAN Nr GROW BOARD RN BONO EXTERIOR GPIS. rcocoErn Interior Stair 8" FOUNDATION WALL LL NTH BATT P2BuLATAN DM 10,B Nt V2v axe POURED CONCRETE NAIL OVER CoNTRUCTION REINFORCING BAR VERTICAL ALTERNATE D 10 P&N201XXPO W'CRAW tEIVED 2 9 2005 rlov CO a a 52 8 a a DEVELOPMENT • • GEOTECHNICAL ENGINEERING STUDY PARKS DEVELOPMENT 137XX — 45 AVENUE SOUTH T1IKWILA, WASHINGTON L &A Joh No. 5A178 Date: November 11, 200.5 Prepared for: Rehabitat Northwest, Inc. 5639 — 16' Avenue SW Seattle, WA 98106 Prepared By: Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 RECEIVED ■ov 2 9 1005 1 CO MMUNITY DEVELOPMENT • • LIU & ASSOCIATES, INC, Geotechnica! Engineering Engineering Geology Mr. Chad Detwi I icr Rehabitat Northwest, Inc. 5639 -- 16 Avenue SW Seattle. WA 98 106 Dear Mr. Detwi I lcr: Subject: Geotechnical Fngineering Study Parks I)evelopmeni. 13748 - 45 Avenue South Tukwila, Washington L &A Job No. 5A l 28 November 11. 2005 INTRODUCTION Earth Science We have completed a gcniechnical engineering study for the subject site located at the above address in Tukwila, Washington. The legal description of the site is Lots 9, 10 and 11 of Riverton MacAdam Road Tracts, and the Parcel Nos. for the lots are is 7347600354, 7347600355, 7347600356. The general location of the site is shown on Plate 1 — Vicinity Map. We understand that proposed development for the site is to build a new single- family on each of the three adjoining lots. The purpose of this study is to characterize the subsurface conditions of the site and The purpose of this study is to characterize the subsurface conditions of the site, evaluate the feasibility of on -site stormwater infiltration and provide geotechnical recommendations for slope stabilization, grading, surface and ground water drainage control, erosion mitigation, and foundation design and construction for the proposed development of the site. Presented in this report arc our findings of the site conditions and geotechnical recommendations. 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425) 483 -9134 Fax (425) 486 -2746 • 4 4 November 11, 2005 Parks Development L &A Job No. 5A 128 Page 2 • • PROJECT DESCRIPTION For our use in this study. you provided us with a plat plan of the site. According to this plan, we understand that the site is consisted of three adjoining building lots and that a single- family residential building will he constructed on each lot. We also understand that the buildings will he two - story, \.food- framed structures with a concrete - walled basement underneath, to he supported on perimeter footings, interior hearing walls. posts and foundations. The buildings will have an attached Lgarage with a concrete on -grade slab floor. 'i'he terrain within the site generally slopes down gently eastward over about its western one half to two thirds, then continues to slope down easterly moderately to steeply over its remaining area, and with a more moderate cross slope down to the north. The proposed buildings will be sited over the western gently- sloped areas of the lots and construction of the basement of each proposed building will required excavation up to about 10 feet deep. Grading of the lots will generally follow the existing contours and minimal cut and fill will he required outside of the building footprints. SCOPE OF SERVICES Our scope of services for this study comprises specifically the following: 1 Review the geologic and soil conditions at the site based on a published geologic map. 2. Explore. the site for subsurface conditions with hackhoe test pits to a firm bearing soil stratum or to the maximum depth (about 12 feet) capable by the ba.ckhoe used for excavating the test pits, whichever occurs first. 3. Perform necessary geotechnical analyses and provide geotechnical recommendations for grading, erosion mitigation. surface and ground water drainage control, and foundation LIE] & ASSOCIATIES, INC. November 11, 2005 Parks Development L &A Job No. 5A 1 2R Page 3 • • design and construction, based on subsurface conditions encountered in the test pits and results of our geotechnica.l analyses. 4. Prepare a written report to present our fndings, conclusions, and recommendations. SITE CONDITIONS SURFACE CONDITIONS The site is a rectangle - shaped tract of land, measuring about 150 feet wide (north - south) by 170 feet deep (cast - west). It is hounded by 45 Avenue South to the west. The site is composed of three adjoined lois, each 50 -loot wide along 45 Avenue South. The site is situated on the mid -slope of a gentle to moderately - steep, northeasterly- declining hillside, descending to the nearby Duwamish River. The terrain over the site generally slopes down gently to moderately steep northeasterly at 8 to 30 percent grade, with the steeper areas in the eastern 12 to 75 feet of the site. The site is cin7ently occupied by existing houses in the western portion of the site. We understand that these existing structures will he demolished for the proposed development. The western gently sloped areas of the site surrounding the existing houses are covered with lawn grass, while the moderate to steep eastern area of the site is dotted with few mature deciduous trees with thick underbrush. GEOLOGIC SETTING The Preliminaiy Geologic Map of Seattle and Vicinity, Washington, by H. H. Waldron, B. A. Liesch, D. R. Vlullincaux, and D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil units at and in the vicinity of the site is mapped as Undifferentiated Glacial deposit LIU & ASSOCIATES, INC. • November 11, 2005 Parks Development L &A ,lob No. 5A 12K Page 4 • • (Q on the lower ground and Glacial Till deposit (Q over the highland area to the south and west of the site. The geology of the Puget Sound lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The glacial till soil unit over the highland areas to the south and west of the site was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, irregular surface of older formations and sediments. It is a very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "hard pan". The till soils over the top two to four feel are normally weathered to a medium -dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically impervious to slormwa.ter infiltration. The fresh till has the strength of low - grade concrete and can stand in steep natural slopes or man -make cuts for a long period. If remains undisturbed and well- drained, the fresh till can provide excellent foundation support with little settlement expected. SUBSURFACE CONDITIONS Subsurface conditions of the site were explored with five test pits spread throughout the site. The test pits were excavated on October 6, 2005, with a track - mounted backhoe to depths from 7.0 to 10.0 feet. The approximate locations of the test pits are shown on Plate 2 - Site and Exploration Location Plan. The test pits were located with either a tape measure or by visual LW & ASSOCIATES, INC. November 11, 2005 Parks Development L &A Job No. 5Al28 Page 5 • reference to existing topographic features in the field and on the topographic survey map. and their locations should be considered only accurate to the measuring method used. A geotechnical engineer from our office was present during subsurface exploration, who examined the soil and Ecologic conditions encountered and completed logs of test pits. Soil samples obtained from each soil trait in the test pits were visually classified in general accordance with United Soil Classification System. a copy of which is presented on Plate 3. Detailed descriptions of soils encountered during site exploration are presented in test pit logs on Plates 4 through 6. Test Pits 1. 2 and 3 located in about the northwestern quarter of the site encountered loose fill up to 6.5 feet thick. while Test Pits 4 and 5 located along the western half of the southern one -third of the site encountered a layer of loose organic topsoil about 12 inches thick. The fill appears to he used to level the originally low ground over the northwestern quarter of the site. Underlying the fill or topsoil is a layer of brown -gray, medium - stiff, sandy silt, about 1.5 to 4.0 feet thick. This soil layer, encountered in all but one test pit (Test Pit 3), is underlain to the depths explored by a gray weathered glacial till deposit of dense, weakly- cemented, silty tine sand with a trace of coarse gravel. GROUNDWATER CONDITION Groundwater seepage was encountered in only one (Test Pit 4) of the five test pits excavated on the site. The amount of groundwater seepage encountered at about 5 feet deep over the underlying weathered till deposit in "Pest Pit 4 was only a trickle estimated at less than 0.5 gallon per minute. The sandy silt and the weakly - cemented weathered till soil layers are of extremely low permeability and would perch stormwat.er infiltrating into the more permeable surficia.l fill and topsoil. The depth to and the amount of perched groundwater may fluctuate seasonally, LIIJ & ASSOCIATES, INC. November 1 1, 200 Parks Development L &A Job No. 5Al28 Page 6 • depending on precipitation, surface runoff, ground vegetation cover, site utilization, and other factors. The perched groundwater may completely dry up in the summer months and accumulate and rise in the wet winter months. DISCUSSIONS AND RECOMMENDATIONS GENERAL Based on the soil conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint, provided that the recommendations in this report are fully implemented and observed during construction Due to the sensitive steep terrain within the eastern portion of the site, we recommend that grading and foundation construction work of the proposed development be carried out and completed in the dryer months from April 1 through October 31. if construction must proceed outside of this period, slope stabilization and erosion control measures recommended in this report should he implemented on a daily basis. The fill, topsoil. and weak soils in the root zone should be completely stripped within the building pads, the driveways and in areas where the subgrade soils are to support structural or traffic load. The underlying dense, weakly- cemented weathered till soils are of moderately high shear strength and can provide good foundation support to the buildings to constructed on the site. Conventional footing foundations placed on or into the underlying dense, weakly cemented, weathered till soils may be used to support the buildings to be constructed on the site. Structural fill, if required for site grading, should be constructed over this competent weathered till basal soils following the stripping of surficial unsuitable soils. LiU & ASSOCIATES, INC. November 1 1, 2005 Parks Development. L &A Job No 5Al28 Page 7 The on -site soils contain'a high percentag saturated quickly and result in heavy rune the uphill side of the site, as required, t perched groundwater away from constru construction work. GEOLOGIC HAZARDS AND REMEDI Landslide and Erosion Hazards According to the Sensitive Areas Map (i compiled by the Kiiig County Department the site is not mapped within landslide or a glacial till deposit of moderately high she high resistance to slope failures. Therefor the site. Although the sire is not mapped within ero the steep- sloped eastern portion of the site Erosion over the steeper portion of the site surficial weak soils are overly saturated. mudflows in the surficial weak soils. construction limits should be maintained ATION LIU & ASS CIATES, INC. • of fines, and is sensitive to moisture. if. can also he I. Curtain drains or ditches should be installed along intercept and drain surface runoff and near- surface tion areas and to facilitate grading and foundation AP — Sensitive Areas posted on DDES web site) f Development and Environmental Services (DDFS), rosion hazard areas. The dense, weakly- cemented, r strength underlying the site at shallow depth is of _ it is unlikely for deep- seated landslides to occur on . ion hazard areas of the above Sensitive Areas Map, an he erosion prone if its vegetation cover is devoid. nay occur if the vegetation cover is stripped and the Prolonged erosion may result in shallow skin -type o mitigate such potential, the vegetation beyond nd disturbed unpaved areas within the site due to construction activities should be re- veggetat as soon as possible after completion of grading work. Concentrated stormwater should not be discharged onto the ground anywhere within the site, and spoil soils and yardwaste should no be disposed of onto the steep - sloped eastern portion of the site. Stormwater over impervious sur aces, such as roofs and paved driveways, should be • November 1 1. 2005 Parks Development L &A Job No. 5A 128 Page 8 captured with underground roof drain line systems and catch basin in paved driveways, and be discharged into a storm sewer or disposed through suitable stormwater disposal facilities. Seismic Hazard and Design Consideration Puget: Sound region is in an active seismic zone. The site is underlain at shallow depth by dense, weakly - cemented. weathered till soils of moderately high shear strength. The western portion of the site over which the proposed buildings are to be located is gently sloped and there is a lack of shallow, extensive, static_ groundwater table under the site.. The combination of the above makes it rather unlikely for liquefaction or soil lateral spreading to occur on the site during strong earthquakes. Therefore. the seismic hazard should be minimal for the site. The residential buildings to he constructed on the site, however, should be designed to withstand seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test pits, we recommend that Seismic t_.'se Group i and Site Class D he used in the seismic design of the proposed residences in accordance with the 2003 international Building Code (IBC). SITE PREPARATION AND GENERAL GRADING Site preparation should include clearing and grubbing within construction limits. The existing structures on the site to he demolished should have their foundations completely removed. The surficial fill. topsoil and weak soils should be stripped within the driveways, building pads and in areas where structural fill is to he placed. The exposed soils should be compacted to a non - yielding stale with a vibratory roller compactor and proof-rolled with a fully loaded dump truck or water truck. Storm runoff, if any. should be directed away from the construction area with ditches or curtain drains to minimize erosion and facilitate grading during construction. The on -site surticial soils contain a high percentage of fines and are sensitive to moisture. A layer of clean quarry spalls placed over excavated areas and areas of frequent traffic, as required, ���1 & ASSOCIATES, INC. November 11. 2005 Parks Development. L &A Job No. SA 128 Page 9 • • to protect the suhgrade soils from disturbance by construction traffic. Silt fences should he erected along the downslope boundaries of the site to prevent sediments being transported onto adjoining properties or the streets by storm runoff. The bottom edge of the silt: fence should he embedded in a trench and ballasted with crushed rock or gravel. EXCAVATION AND FILL SLOPES Under no circumstance should excavation slopes be greater than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet in height should he no steeper than 1- 1/41-1:1V in the fill, topsoil and weak soils, and no steeper than 3/4H:1V in the underlying dense, weakly - cemented, weathered till soils. Permanent cut banks should be no steeper than 2H:1 V in the topsoil and weathered soils, and no steeper than 1- 3/4H:1V in the underlying dense, weathered till soils. The soil units and stability of cut banks should be verified by a geotechnical engineer during excavation Permanent fill embankments required to support structural or traffic load should he constructed with compacted structural fill placed over undisturbed, proof - rolled, firm, weathered till soils after the surficiai unsuitable soils are completely stripped. Permanent fill to be placed over slopes steeper than 15 percent grade should be retained structurally. The exposed ground exceeding 20 percent grade should he benched with vertical steps not exceeding 4 feet tall prior to placing structural fill. The slope of permanent fill embankments should he no steeper than 21-1: 1 V. Upon completion, the sloping face of permanent fill embankments should he thoroughly compacted to a non- yielding state with a hoe -pack. The above recommended cut and fill slopes are under the assumption that groundwater seepage will not be encountered during construction. if groundwater seepage is encountered, the LIU & ASSOCIATES, INC. November 11. 2005 Parks Development i., &A Job No. 5/1128 Page 10 construction should be immediately halted and the slope stability re- evaluated. The slopes may have to he flattened and other measures taken to stabilize the slopes. Surface runoff should not be allowed to flow uncontrolled over the top of cut or fill slopes. Permanent cut slopes or fill embankments should he vegetated as soon as possible for long -term stability, and should he covered with plastic sheets, as required, to protect them from stormwater until the vegetation is fully established. STRUCTURA&, FILL Structural fill is the fill that support structural or traffic load. Structural fill should consist of clean soils with particles not larger than four inches and should be free of organic and other deleterious substances. Structural fill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the water content in the soil that enable the soil to he compacted to the highest dry density for a given compaction effort. The on -site sods contain too much fines and may he used as structural fill only under fair weather condition when its moisture content. can be controlled to close to its optimum moisture content. imported material for structural fill should be clean, free - draining, granular soils containing no more than 5 percent by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve. and should have individual particles not greater than four inches. imported structural fill should he stockpiled and covered separately from the on -site soils. Structural fill should be placed in lifts no more than 10 inches thick in loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM DI557 (Modified Proctor Method) as follows: LIU & ASSOCIATES, INC. November 11. 2005 Parks Development L &A Job No. 5:1 128 Page 11 LIU & ASSOCIATES, INC. \T_plication % of Maximum Dry Density Within building pads of the building lots o 95 /n Roadway/driveway subgradc 95% for top 3 feet and 90% below Retaining wall hackfill 90% Utility trench backfill 95% for top 4 feet and 90% below BUiLDING FODUNDATi4ONS Conventional footing foundations may he used for supporting the buildings to he constructed on the site. The footing foundations should be placed on or into the underlying, undisturbed. dense, weathered till soils or on compacted structural fill constructed on undisturbed weathered till soils. The depth to the fresh till is estimated at about 5 to 8 feet below existing grade. Water should not he allowed to accumulate in excavated footing trenches. Disturbed soils in footing trenches should he completely removed or thoroughly re- compacted prior to pouring concrete for the footings. if the above recommendations are followed, our recommended design criteria for footing . foundations are as follows: ® Allowable soil bearing pressure, including dead and live loads, should he no greater than 3,000 psf for footings poured on or into the gray, dense, weathered till soils, and no greater than 2,500 psf on compacted structural fill over undisturbed till soils. The footing bearing soils should he verified on -site by a geotechnical engineer after the footing trenches have been excavated and before the footings are poured. • The minimum depth to bottom of perimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. November 1 1. 2005 Parks Development L &A Job No. 5A l 2R Page 12 • • • The minimum width should he no less than 16 inches for continuous footings. and no less than 24 inches for individual footings. A one -third increase in the above recommended allowable soil hearing pressure may be used when considering short- terns, transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above. we estimate that the nia.xinlum total post - construction settlement of the buildings should he 3/4 inch or less and the differential settlement across building, width should he 1/2 inch or less. Lateral loads on buildings can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations. For the latter, the foundations must he poured "neat" against. undisturbed soils or backfilled with a clean, free - draining_ compacted structural fill. We recommend that an equivalent fluid density (FM) of 300 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward behind the foundations for a horizontal distance at least twice the depth of the foundations below final grade. A coefficient of friction of 0.60 between the foundations and the subgrade soils may he used. These are unfactered values, and a proper factor of safety should be used in calculating the resisting forces against lateral loads on the buildings. SLAB -ON -GRADE FLOORS Slab -on -grade floors, if used, should he placed on firm subgrade prepared as outlined in the SITE PREPARATION AND GENERAL, EARTI -iWORK and the STRUCTURAL, FILL sections of this report_ Where moisture control is critical_ the slab -on -grade floors should be placed on a capillary break which is in turn placed on the compacted subgrade. The capillary break should consist of a minimum foi.ur -inch -thick layer of free - draining gravel or crushed rock containing no LIU & ASSOCIATES, INC. a a s November 11, 2005 Parks Development L&A Job No. 5Al28 Page 13 • • more than 5% by weight passing the No. 4 sieve. We recommend that a vapor barrier, such as a 6 -mil plastic membrane, he placed over the capillary break to keep Moisture from migrating upwards. PAVED DRIVEWAYS Performance of paved driveways is critically related to the conditions of the underlying subgrade soils. We recommend that the subgra.dc soils within the driveways be treated and prepared as described in the SITE PREPARATION AND GENERAL EARTHWORK section of this report. Prior to placing base material. the subgrade soils should he compacted to a non - yielding state with a vibratory roller compactor and proof-rolled with a piece of heavy construction equipment, such as a fully - loaded dump truck. Any areas with excessive weaving or deflection should be over- excavated and re- compacted or replaced with a structural fill or crushed rock placed and compacted in accordance with the recommendations provided in the STRUCTURAL FILL section of this report. We recommend that an 4 -inch -thick minimum, compacted, crushed rock base (CR.B), consisting of 7/8- inch -minus crushed rock. he used for the driveways. The crushed rock or subgrade base should. be topped with 2 -inch asphalt treated base (ATB) and 2- inch -thick Class B asphalt concrete (AC), or with 4- inch -thick concrete pavement. FEASIBILITY OF ON -SITE INFILTRATION One in -situ infiiiration test was conducted in the weathered till soils in Test Pit 3 at 8 feet deep to determine the feasibility of on - site disposal of stormwater through infiltration trenches. This test was ° performed in general accordance with the procedure outlined in the Surface Water Design Manual, published on January 24. 2005 by Department of Natural Resources, King County, Washington. The testing method is derived from the EPA test guideline of the "Falling Head Percolation Test Procedure." LIU & ASSOCIATES, INC. c November 11, 2005 Parks Development L &A .iob No. 5A 128 Page 14 • • The test pit was first excavated to the top of the weathered till soil stratum into which to be conducted. A 6- inch - diameter by 12 -inch -deep test hole was then dug into this water was carefully poured into the test hole for a substantial time to soak the soils. then tilled with water and the drop of the water level in the hole measured over elapsed the infiltration rate of the soil stratum. The water level dropped 0.75 inch over 26. corresponded to an infiltration rate. 1 of 1.70 iph (inches per hour). infiltration test is soil stratum. Tap The test hole was time to determine 5 minutes, which in accordance with K.CSWDM, the design infiltration rate for infiltration trenches is calculated as follows: idcsign — 'measured X Fresling X Frtcnmcrry X [ plugging, where 1„ 1cas re d = 1.70 iph. P I�Slln_? — — 0.5. F = 0.7 (for sandy loas), and F, eo171Cny 1 p i nein = loam s), 4D!W + 0.05 =- 4)02.5)/5 + 0.05 = 2.05 (with average depth to bottom of infiltration trenches = 2.5 ft and average depth to high groundwater table = 5 ft). Use 1: „ 0 , 11c r = 1.0 (cannot be greater than 1.0) Therefore. [(lesion = 1.7 x 0.5 x 0.7 x 1.0 = 0.60 iph The above calculated design infiltration rate is so low that obviously the weathered till soils underlying the site cannot adequately support the proper functioning of infiltration trenches. Alternative methods, such as on -site dispersion. should he considered for disposing stormwater. STOR1VEWATER DISPERSION SYSTEMS For the current condition of the site. most of the storm runoff is infiltrating into the ground and perching on the underlying weathered till soils of extremely low permeability. This perched groundwater is then flowing down-gradient along the surface of the weathered and fresh till deposit. It is our opinion that the storm runoff over impervious surfaces, such as roofs and paved driveways, should be drained into an existing storm sewer, if available. Otherwise. the stormwater may be disposed on site by spreading the water over a well - vegetated dispersion LIU & ASSOCIATES, INC. e November 11, 2005 Parks Development L &h Job No. 5Al28 Page 15 • • zone. The water will be partly absorbed by vegetation, and partly allowed to re -enter into the groundwater flow pattern of its current condition. To make the on -site dispersion method to work. the captured stormwater over impervious surfaces of each lot should be dispersed through one or multiple spreader pipes over a well - vegetated area. The spreader pipes should be constructed of 4- inch - minimum perforated PVC pipe, set level at about ?4 inches over the vegetated disperse zone. The total length of the spreader pipes f or each residence should be designed based on one foot of pipe per 50 square feet of impervious area. The total area of the vegetated dispersion zone per each lot should be at least 40% of the total impervious area of the lot. The vegetation dispersion zones should be constructed on the downhill side of and at least 15 feet from the proposed buildings, and should he set back at least 20 feet from the top of bank of 30 percent or greater slope. SITE DRAiNAG9± Site and Driveway Grading The on -site line- grained surficial soils are of moderately low permeability. The surficial soil can he saturated quickly and heavy runoff and near- surface groundwater may be encountered during periods of heavy rain. To minimize potential difficulties for site and driveway grading work due to storm runoff and groundwater seepage during construction, one or more lines of ditches or curtain drains may be installed. as required, to intercept storm runoff and near- surface groundwater flow. Water thus collected should. he direct into a nearby storm sewer or a suitable stormwater disposal facility. Building Footprint Excavation Excavation of building footprints, if encountering groundwater, should have the bottom of excavation sloped and ditches excavated along the bases of the cut banks to direct groundwater LIE] & ASSOCIATES, INC. November 1 I , 2005 Parks Development L &A Job No. 5Al28 Page 16 • • seepage to flow into a sump pit from which water can be pumped out of the pit into a temporary storage and settling pond. A layer of 2 -inch crushed rocks should be placed over firm subgrade soils under footings, as required, to protect the soils from disturbance by construction equipment and foot traffic. This crushed rock base should be built to a few inches above groundwater level, but not less than 6 inches thick. The crush rock base should he compacted in 12 -inch lifts to a. non - yielding stale with a vibratory mechanical compactor. Runoff over Impervious Surfaces Storm runoff over impervious surfaces, such as roofs and paved driveways, should be collected by underground drain line systems connected to downspouts and by catch basins installed in the driveways. Stormwater thus collected should be tightlined to discharge into a storm sewer or a suitable stormwatcr disposal facility Surface Drainage Water should not be allowed to stand in any areas where footings, slabs, or pavement is to he constructed. Final site grades should allow storm runoff to flow away from the building. We recommend the finish ground be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet away from the building. except in the areas to he paved. Building Footing Drains A subdra.in should he installed around the perimeter footings of each building to he constructed on the site to minimize accumulation of groundwater under the buildings. The subdrains should consist of a 4- inch - minimum- diameter, perforated, rigid, drain pipe, laid a few inches below the bottom of perimeter footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should he embedded in washed gravel completely wrapped in non -woven filter fabric to within about 12 inches of finish grade. The remaining LIU & ASSOCIATES, INC. November 11, 2005 Parks Development L &A Job No. 5Al28 Page 17 • trench may be backfilled with on -site impervious soils. Water collected by the perimeter footing subdrains should he tiLghtlined. separately from the roof and surface stormwater drain systems, to discharge into a storm sewer or a. suitable stormwater disposal facility. Sufficient number of cleanouts at strategic locations should be provided for the underground drain line systems. The underground drain line systems should he maintained periodically to prevent clogging. LIMiTATIONS This report has been prepared for the specific application to the subject project for the exclusive use by Rehabitat Northwest, inc., and tlheii recommend that this report, in its entirety, he information of the prospective contractors conclusions and interpretations in this report, the subsurface conditions. The scope of construction safety precautions and our re contractor's methods, techniques, sequences this report for design considerations. associates, consultants and representatives. We included in the project contract documents for the for their estimating and bidding purposes. The however, should not be construed as a warranty of this study does not include seivices related to commendations are not intended to direct the or procedures, except as specifically described in Our recommendations and conclusions are based on soil conditions encountered in the test pits, our engineering analyses. and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. LIU & ASSOCIATES, INC. November 11, 2005 Parks Development L &A Job No. 5Al28 Page 18 • • The actual subsurface conditions encountered during construction may vary from those encountered in the test pits. The nature and extent of such variations may not become evident until construction starts. If variations occur then, we should be retained to re- evaluate the recommendations of this report and to verify or modify Ahem in writing prior to further construction. We are pleased to he of service to you on this project. Please feel free to call us if you have any questions regarding this report or need further consultation. Six plates attached CLOSURE Yours very truly, LTTJ & ASSOCIATES, INC. LIU & SSOCRATES INC. J. S. (Julian) Liu, Ph.D.. P.F. Consulting Geotechnical Engineer 151ST S Geotechnical Engineering Engineering Geology Earth Science T (jk SOUTHCENTER STRANDER I32ep ST S 133RD S _135TH __S VICINITY MAP PARKS DEVELOPMENT 137XX - 45TH AVENUE SOUTH TUKWILA, WASHINGTON JOB NO. 5Al28 DATE 11/9/2005 PLATE 1 • LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science �tTH AVM. S. SITE AND EXPLORATION LOCATION PLAN PARKS DEVELOPMENT 137XX - 45TH AVENUE SOUTH TUKWILA WASHINGTON JOB NO. 5Al28 I DATE 11/9/2005 I PLATE COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON THE NO 200 SIEVE FINE - GRAINED SOILS MORE THAN 50% PASSING ON THE NO 200 SIEVE GRAVEL SAND MAJOR DIVISIONS MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE MORE THAN 50% OF COARSE FRACTION PASSING NO 4 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% SILTY AND CLAY LIQUID LIMIT 50% OR MORE HIGHLY ORGANIC SOILS UNIFIED SOIL CLASSIFICATION SYSTEM CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED ON ASTM D2487 -83. 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE BASED ON INTERPRETATION OF BLOW -COUNT DATA, VISUAL APPEARANCE OF SOILS, AND /OR TEST DATA. LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology • Earth Science GROUP SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY - GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL - GRADED SAND, FINE TO COARSE SANDY POORLY- GRADED SAND SILTY SAND CLAYEY SAND SILT CLAY GROUP NAME ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC SILT, ORGANIC SILT PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: SOIL MOISTURE MODIFIERS: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488 -83. THE TOUCH • SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY MOIST - DAMP, BUT NO VISIBLE WATER VERY MOIST - VERY DAMP, MOISTURE FELT TO THE TOUCH WET - VISIBLE FREE WATER OR SATURATED, USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE UNIFIED SOIL CLASSIFICATION SYSTEM PLATE 3 • 0 TEST PIT NO. 1 Logged By: JW Date: 10/6/05 . 99 Y� Ground Elev.' Lo t Depth ft. USCS Soil Description Sample (N) Blows/ ft. W % ' Other Test Type No. — SM Brown, silty. fine SAND, trace coarse gravel, rotton timber fragments, plastic sheets, loose, dry. (FILL) 4 5 ML Brownish -gray, sandy, SILT, trace orange staining, stiff, moist. SM Gray, silty, fine SAND, weakly cemented, dense, moist (WEATHERED TILL) 10 Test pit terminated @ 8.0 ft, no groundwater encountered during excavation. TEST PIT NO. 2 Logged By: JW Date: 10/6/05 Ground Elev. 1 79 "5 Depth ft USCS Soil Description Sample (N) Blows/ ft. W Other Test 4 Type No. — _ 5 SM Brown, silty, fine SAND, trace coarse gravel, occasional cobble, decayed stumps, plastic sheets, loose, dry (FILL) _ ML Brownish -gray, sandy, SILT, medium- stiff, moist. SM Gray, silty, fine SAND, weakly cemented, dense, moist. (WEATHERED TILL) 10 Test pit terminated © 8.0 ft, no groundwater encountered during excavation. LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: , Seal ST - 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample , Observation Well Tip 6 i1 LIU & ASSOCIATES, IN Geotechnical Engineering • E_ngineenna Geology Earth Science TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE T'JKWILA, WASHINGTON JOB. NO. DATE 10/7/05 PLATE 4 Depth ft. USCS Soil Description Sample (N) Blows/ ft. W % Other Test Type No. _ _ SM Brown, silty, fine SAND. trace coarse gravel, occasional cobble, glass bottle, loose dry (FILL) 12" Topsoil. • Infiltration Test @ 8.0 ft _ 5 Brownish -gray, sandy, SILT, medium -stiff, moist. SM Brownish -gray, silty. fine SAND. trace coarse gravel, some brown staining, medium- dense. moist. (WEATHERED TILL) SM Brownish -gray, silty, fine SAND, trace coarse gravel, some brown staining, medium -dense to dense, moist. (WEATHERED TILL) SM Gray, silty, SAND, trace fine gravel, dense, moist. (WEATHERED TILL) 10 Test pit terminated © 7.0 ft, very-light groundwater encountered @ 5.0 ft. during excavation. _ _ Test pit terminated @ 10.0 ft, very-light groundwater encountered @ 6.5 ft. during excavation. Depth ft. USCS Soil Description Sample (N) W "/ Other Test Type No. Blows/ ft. _ OL 12" Topsoil. _ ML Brownish -gray, sandy, SILT, medium -stiff, moist. 5 _ SM Brownish -gray, silty, fine SAND, trace coarse gravel, some brown staining, medium -dense to dense, moist. (WEATHERED TILL) Test pit terminated © 7.0 ft, very-light groundwater encountered @ 5.0 ft. during excavation. _ _ 10 Logged By: JW Logged By: JW SS - 2" O.D. Split -Spoon Sample ST - 3" O.D Shelby -Tube Sample B - Bulk Sample LIU & ASSOCIATES, INC. Date: 10/6/05 TEST PIT NO. 3 Date: 10/6/05 Geotechnical Engineering Engineering Geology Earth Science TEST PIT NO. GROUNDWATER: Water Level JOB. NO. Seal Observation Well Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON DATE 10/7/05 Ground Elev. I ?8,3 1 t Ground Elev. I80•5 t* 4 PLATE 5 10 Depth 10 Depth Logged By: JW Date: 10/6/05 Ground Elev. 186.$ USCS OL ML SM Logged By: USCS 12" Topsoil. LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample Soil Description LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science TEST PIT NO. 5 Brownish -gray, sandy, SILT, soft to medium -stiff, moist. - Some coarse gravel and orange staining encountered. Brownish -gray, silty, fine SAND, trace coarse gravel, medium -dense to dense, moist (WEATHERED TILL) Test pit terminated @ 7.0 ft, no groundwater encountered during excavation. TEST PIT NO. Date. Ground Elev. GROUNDWATER: Water Level Sample (N) Blows/ Type No. ft. Sample Type No. (N) Soil Description Blows/ ft. JOB. NO. Seal Observation Well Tip W Other Test 4 W TEST PIT LOG PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON DATE 10/7/05 Other Test PLATE 6 4 a 4 FOR STAFF USE ONLY Sierra Type: P-SS Planner: File Number: L Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: APPLICATION NAME OF PROJECT/DEVELOPMENT: ys Ade 3 - Lei Sker- /' /, L 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. /37XX t{S fide_ S. 7'..lc,n;1 04 4F /6S Quarter: 5r Section: 15 Township: a3 Range: 04 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: a a.el IS/ f /e CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 - 3665 E - mail: tukplan a,ci.tukwila.wa.us Address: 5639 1l0 Ave- Sh.) Phone: Lam) 93a ` 7355 E -mail: hA...0/( - re L..k.kei tOorguDe 54. Cop Signature: a Date: / //6L$ /os G: A PPHAN\LANDUSE.APP\SHTPLTPT.doc, 09/11/03 sly, • SHORT RECEIVED PLAT NOV 2 9 2005 (P -SS) COMMUNITY DEVELOPMENT FAX: 6.06) 933 73CS Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning RECEIVEI APPLICATION MATERIALS: NOV 2 9 20( J COMMUNITY 1. Application Checklist (1 copy) indicating items submitted with application. DEVELOPMENT 1...-- 2. Completed Application Form and drawings (4 copies). ✓ 3. One set of all plans reduced to 8 1/2" by 11 ". 4. Application Fee — up to 4 lots in LDR $500, other zones $1,000 -- 5 to 9 lots in all zones $1,000 ° toiA 5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: /UM 6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). 074 7. If the project involves a short plat of 5 — 9 lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings—e.g. apartments, condos, trailer parks- -must be included (see SEPA Application) tO /a 8. If the project involves a short plat of 5 — 9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Vicinity Map with site location. / 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing. ✓ I / 12. Document sewer and water availability if provided by other than the City of Tukwila. r ✓ 13. A written discussion of project consistency with decision criteria (see Application). �J /� 14. Any required maintenance agreements, easements or other documents ready for recording. v 15. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. V IV 16. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland or geotechnical reports. 4 / �/ 17. 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. i I I COMPLETE APPLICATION, CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). C:W ora' s_FilesUted_Book\SHTPLTAPP.doc, 01/10/03 5 Check items submitted with application Information Regt1Pi. May be waived in unusual cases, uporiroval of both Public Works and Planning PLAT SURVEY: a template is available from the City in AutoCAD format v 18 (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060 A. This shall be stamped by the surveyor. V (b) Legal descriptions of the existing and proposed lots. (c) The final plat documents must include all applicable certificates and approvals listed in the "Certificates and Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. (d) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. V (e) Lot and block numbers shall begin with the number one (1) and be numbered consecutively without omission or duplication. 1 - 1 7 1 v,-,..-- , `(f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). t/ (g) Dash in required setback distances from all parcel lot lines. • (h) Fire access lanes and turn - arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. LANDSCAPE PLAN: for 5-9 lot short plats 0 19 (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36 ". 10 (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: v 20 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36 ". NPR (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. Orl; (c) Show all trees over 4" caliper, indicating those to be retained. ✓ (d) Show proposed lot and tract lines. CIVIL PLANS: 21. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). C: NoraS Fiks\Red Book1SHTPLTAPP.doc, 0UI0/03 Check items submitted with application Information Requ'. May be waived in unusual cases, upon *roval of both Public Works and Planning V (d) Total expected cut and fill for plat buildout. / 1/ (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. FI P (f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. I/ (g) Locate the nearest existing hydrant and all proposed hydrants. OM (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. AO (i) Plan, profile and cross - section for any right -of -way improvements. ✓ (j) Show planned access to lots, driveways, fire access lanes and turn- arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lot and tract lines. Information Required. Response Total existing lots prior to Short Plat. I Total lots in this Short Plat. 3 Total acres involved in the Short Plat. O. SC Ac rd -S Constraints (sensitive area, right of way, retention/detention areas) in acres or sf. /V/A Any preexisting uses? Ofi Overall density (lots /acre). ,/ GROWTH MANAGEMENT ACT REQUIRED INFORMATION C: Nore's_Piles\Red Book\SHTPLTAPP.doc, 01/10/03 S City of Tukwila Departamnt of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98186 Telephone (206) 4313670 FAX (206) 4313665 E.maO tukplan(itukwila.wa.us SHORT PLAT NUMBER L05 -074 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 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FlUNG 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: /.1/.✓.C1�llv.[�✓ STATE OF WASHINGTON /( v COUNTY OF KING C� ON THIS DAY PERSONALLY APPEARED BEFORE ME CHAD DETWILER 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 M AND 0 / / / SIGNATURE. /({ /�( NAME AS COMMISSIONED IX AL SEAL THIS ��r� DAY OF zn2 ` 20� ri TITLE' { Z r t r�j 1.9-.3f( '09 MY APPOINTMENT EXPIRES: /0-29 - -D7 STATE OF WASHINGTON ) ) SS COUNTY OF //yy�� ONT E i 1 3 DA �OF / / / tt FOR /7 20� BEFORE ME. THE UNDERSIGNED LLY E qR�Ep P j15t' h 1A,12e�"lC(OY T� OF WASHINGTON, TO BE ?'f PrS//! OF PACIFIC CREST SAVING BANK, A WASHINGTON STATE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT he- WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF ' \ . PUBUC ��� i0. t, ; G , 3/ 1E APPOINTMENT EXPIRES 0 291/ ) 7 %..icoxRINTED NAME 11d ie• A . fyr.dy'Z ' p WA rJN J � \N \� M • LAND SURVEYOR'S CERTIFICATE Jii:moP CI REGISTERED AS A LAND SURVEYOR BY THE S ATE 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. SURVEY IN N.W. 1/4, OF THE S.E. 1/4 OF SECTION 15 T. 23 N.,R. 4 C., W.M., IN KING COUNTY, WASHINGTON L ILL �1 I 4 RECORDING CERTIFICATE Filed for receord at the request of the City of Tukwila this 9'% day of VYI A r 's . 20./21d1— at :0 7 minutes past _LL--d _L/--d M. and recorded In Volume ZDn of Pi81s,� Page O records q/�King Fwty (L W Inq Si tru815 King County nn u y Maaager J Supt. of Records and Elections • RoDg;1 STATE OF WASHINGTON ) �� ) SS y� COUNTY O a1 DAY OF TI IM' 41 ) 20.0.9_._. BEFORE ME, THE UNDERSIGNED NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED CHAD DETMLER TO ME KNOWN TO BE THE FINANCE MANAGER OF REHABITAT NORTHWEST, INC, A WASHINGTON STATE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. r E i Oc • ATU OF ` Nt 'ARY RE PUBLIC i r yyAi''F 2e.o ? ' +^" MY APPOINTMENT E PIRES / 4-1 - 4.61 PRINTED NAME Parcel Number(s) 7347600354, 7347600355, & 7347600356 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of f `t 20 CDb W _ Chairpers3n, Short Subdivision Committee 80WNER(S): REHABITAT NORTHWEST. INC. ADDRESS: 5639 16TH AVE. S.W. PHONE:(206) 932 -7355 CITY /STATE/LP: SEATTLE, WA 99106 D ° 3 -2 -otf opt . Redtme v 1ST C oe/os /os t R im emu» i v e urrru uuil `vv'P v )v SUITE A- 41 TUKWILA, WASH.. 98188 I OLD LEGAL DESCRIPTION: LOTS 9,10 & 11, BLOCK 4, RIVERTON MACADAM ROAD TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS. PAGE 5.3. RECORDS OF KING COUNTY , WASHINGTON. NEW LEGAL DESCRIPTIONS: LOT 1: VOLUME ZcDPAGE 0 88 LOT 9. BLOCK 4, RIVERTON MACADAM ROAD TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 53, RECORDS OF KING COUNTY, WASHINGTON. LOT 2: LOT 10, BLOCK 4, RIVERTON MACADAM ROAD TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 53, RECORDS OF KING COUNTY, WASHINGTON LOT 3: LOT 11, BLOCK 4, RIVERTON MACADAM ROAD TRACTS ACCORDING TO THE PLAT THEREOF REORDED IN VOLUME 15 OF PLATS, PAGE 53, RECORDS OF KING COUNTY, WASHINGTON.. DEPARTMERI OF AnSESsign7 Esamieed and approval teis day al {plc _006 S rfi'F*' Nn IJP Imam Dap* Assessor DRAWN BY H.D.O. CHECKED BY B.F. REHABITAT N.W. 5639 16TH AVE. SEATTLE, WA 98106 DATE 11/18/05 SCALE NOTED JOB NUMBER REHABIT - 004 OF 2 3 8 1 a li SURVEY IN N.W. 1/4 OF THE S.E. 1/4 OF SECTION 15 T. 23 N.,R 4 E., W.M., IN KING COUNTY, WASHINGTON UMBER L05 -074 SE FOuNDATION AND DRAINAGE SYSTEM. SHALL GEOTECHNICAL ASSESSMENT, WITH FINAL DESIGN METER VALVE HYDRANT BASIN MANHOLE AR & CAP TO BE SET FOUND NAIL IN ASPHALT SET BY ` SCHROETER` REF. R.O.S. VOL 154, PG. 122 En. SWAN-_\ Rim =178.72 i0 m a N Ot W on O 0 fD N co N OWNER(S): REHABITAT NORTHWEST. INC. ADDRESS 5639 16TH AVE S.W. PHONE: (206) 932 -7355 CITY/STATE/ZIP: SEATTLE, WA 98106 S. 137TH ST. 4' 3.9' J169.41' 170' (Plat) Ex. Chain Unk Cp Fence Ex. Chain Link Lot Fence 2.7' LdJ 3 0 8' Mess. 170' Plot .6 N 88'32 21 W 3 .8' 734760 TEO02. ZORw° h 450VOLSIA 139Th ST• I 2 5. SEATIlF. WA FOUND MON IN CASE (VISITED 10/05) S. 139TH ST. 73476003 E FLETCHER. RIK 13736 45114 AVE. S. SEATTLE. WA SB82 734760 METlUN. 4514 S. 911 S SEArrLE. WA FOUND NAIL & TACK SET BY `HEBRANK) (VISITED 10/05) S. 140TH ST. 0 0 uT 754760 BENSON, REONA 4524 5. 1391H 5 T • SEATTLE. WA MErruw. JERRY D- SEATf.E. WA 734760 METTUN, JERRY D SEATTLE. W 0 • L OOHEY. W /� A . �AITLE. REFERENCES: SURVEY BY DICK SCHROETER R.O.S. VOL 154, PG. 122 15255 SUNWOOD BLVD. DRAWN BY SUITE A— 41 H.D.O. TUKWILA, WASH. 98188 CHECKED BY B.F. "REHABITAT N.W. 5639 16th AVE. S. SEATTLE, WA 98106 DATE SCALE NOTED JOB NUMBER REHABIT -005 SHEET 2 .0F 2 SHORT PLAT N city 01 TuKWIIa Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 431.4665 E -mail: tukplan tukwlla.wa.us NOTES: 1. THIS PROJECT TO COMPLY WITH GEOTECHNICAL ENGINEERING REPORT, BY UU & ASSOCIATES, INC.. DATED NOVEMBER 11, 2005 AND SUBSEQUENT GEOTECHNICAL REPORTS. 2. INDIVIDUAL HOU PROVIDE A SPECIFIC RECOMMENDATION. 0 20 40 SCALE: 1 " =40' • o REB LEGEND a WATER D1 WATER a FIRE O CATCH ® SEWER LS1 JUNCTION BOX si SIGN {r UTILITY POLE E-- UTILITY POLE ANCHOR • TELEPHONE PEDESTAL