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HomeMy WebLinkAboutMiscRainier Title Rainier Title PPP& n /Snohomish Direct: (888) 929-1999 King/Snohomish : (206) 230-7779 or (425) 339-2491 Pierce Direct: (253) 671-1120 Pierce Fax: (253) 476-3700 Email: TheTit[eTeam(@RainierTitle.com 1501 4th Avenue, Suite 300, Seattle, WA 98101 Escrow Closer: Linda Richards (253) 216-0240 lindar@rainiertitle.com SECOND REPORT SCHEDULE A Order Number: 652976 1. Effective Date: November 26, 2013 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA Standard Coverage Owner's Policy (06112006) Amount: $460,000.00 ST, owner's Standard Rate with Electronic Order and Escrow Discounts Premium: $900.00 Sales Tax: $85.50 Note: Premium split for HUD -1: Underwriter portion: $90.00; Agent Portion: $895.50 Proposed Insured: Scott Donogh Homes, Inc., a Washington Corporation, and/or assigns ALTA Extended Coverage Loan Policy (0612006) Amount: To Be Determined ST, Lenders Exuded Simultaneous issue Rate (Purchase) with Premium: To Be Determined Electronic Order & Esacw Discount Sales Tax: To Be Determined Proposed Insured: To Be Determined 3. The estate or interest in the land described or referred to in this commitment is: FEE SIMPLE 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: Hollie R. Shelden, as a separate estate 5. The land referred to in this Commitment is described in Exhibit A. Rainier Title, Agent for Stewart Title Guaranty Company By: Brenda McCoy, Unit Manager Page 1 EXHIBIT A Parcel A; The South 141 feet of the North half of Tract 268, C.D. Hillman's Lake Washington Garden of Edea, Division No. 4, as recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof and except the West 137 feet thereof; Parcel B: The South 141 feet of the West 137 feet of the North half of Tract 268, C.D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof; Parcel C: Beginning at the Northwest corner of Parcel "B" herein; Thence North along the West line of Tract 268, C. D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington, a distance of 14 feet; Thence East, on a line parallel to and 14 feet distant from the North line of Parcel "B" a distance of 20 feet; Thence Southeasterly to a point on said North line, a distance of 30 feet from the Northwest corner of said Parcel "A"; Thence West along said North line, 30 feet to the point of beginning; Parcel D: An easement for right of way as created under Recording Numbers 1759207 and 2177402; Situate in the County of King, State of Washington. End of Schedule A Page 2 SCHEDULE B PART I I_ The following are the requirements to be complied with: A. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. B. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. NOTE: Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8'h" by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: • Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. • Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. • Abbreviated legal description (lot, block, plat name or section, township, range and quarter section for unplatted). • Assessor's tax parcel number(s). • Return address which may appear in the upper left hand 3" top margin. 11. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. B. Any policy issued pursuant hereto will contain the Exclusions From Coverage and, under Schedule B, the standard exceptions as set forth and identified as to the type of policy on the attached Schedules of Exclusions and Exceptions. End of Schedule B Part I Page 3 Order Number: 652976 SCHEDULE B PART II General Exceptions: Schedule B Exceptions appearing in ALTA Owner's Policy (6117106)—Standard Coverage and ALTA Loan Policy (6117106)—Standard Coverage. 1. Taxes or assessments which are not shown as existing liens by the public records. 2_ (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Rights or claims of parties in possession not shown by the public records. 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 8. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. Schedule B Exceptions appearing in ALTA Owner's Policy (6!17106)—Extended Coverage: 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof, (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes_ 3. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. Schedule B Exceptions appearing in ALTA Loan Policy (6117106) and ALTA Homeowner's Policy Of Title Insurance (02103110) No general exceptions appear in these policy forms. Page 4 SCHEDULE B PART II (continued) Special Exceptions: 1. Payment of real estate excise tax, if required, pursuant to the authority of RCW Chapter 82.45, and subsequent amendments thereto. The property described herein is situated within the boundaries of local taxing authority of City of Renton. As of the effective date herein, the real estate excise tax rate is 1.78%. 2. General taxes and charges for the year 2013, which have been paid. Amount: $2,156.22 Tax Account No.: 334390-2563-06 Levy code: 2100 Assessed value of land: $151,000.00 Assessed value of improvements: $0.00 Affects: Parcel A 3. General taxes and charges for the year 2013, which have been paid. Amount: $3,637.07 Tax Account No.: 334390-2564-05 Levy code: 2100 Assessed value of land: $151,000.00 Assessed value of improvements: $0.00 Affects: Parcel S 4. The matters relating to the questions of survey, rights of parties in possession, and unrecorded liens for labor and material have been cleared for the loan policy which, when issued, will contain the ALTA 9.3-06 Endorsement. 5. The legal description in this commitment is based upon information provided with the application for title insurance and the public records as defined in the policy to issue. The parties to the forthcoming transaction must notify the title insurance company, prior to closing, if the description does not conform to their expectations. Page 5 6. To help you avoid delays at closing, we would like to make you aware of our final recording run times: Regular recordings: King County: 2:30 pm Pierce County: 2:45 pm Snohomish County: 1:30 pm Monday through Thursday, 1:00 pm Friday KING COUNTY recordings are processed out of our Seattle office at 1501 4th Avenue, Suite 300. SNOHOMISH COUNTY recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. PIERCE COUNTY recordings are processed out of our University Place office at 3560 Bridgeport Way W., Suite 2E. E -recordings: King County: Non -excise only, 3:30 pm Pierce County: Non -excise only, 3:45 pm Snohomish County: 3:30 pm Monday through Thursday, 3:00 pm Friday NOTE: There is an additional $4.00 charge per document when E -Recording. When E - Recording documents requiring excise clearance (available in Snohomish County only), checks must be made payable to "Rainier Title". E -Recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. 7. Deed of Trust and the terms and conditions thereof: Grantor: Hollie R. Shelden, a Single Woman Trustee: First American Title Beneficiary: Mortgage Electronic Registration System, Inc., acting solely as nominee for Guaranteed Rate, Inc. Original amount: $280,396.00 Dated: October 1, 2012 Recorded: October 24, 2012 Recording No.: 20121024001269 8. We find no pertinent matters of record against the name(s) of the vested owners. 9. The following conveyances were recorded within the last 36 months: Statutory Warranty Deed recorded under Recording No. 20121024001268; 10. The land described in this commitment appears to be residential in nature and may be subject to the provisions of RCW 6.13.060 (Homestead Statute), if the land is occupied as a primary residence. If the land is occupied as a primary residence, all instruments conveying or encumbering the land must be executed by each spouse, individually, or by an attorney-in-fact. In the event the Company receives instruments that are not joined by the non -owning spouse with possible homestead rights, the Company may be unable to record or to insure the transaction. 11. Any conveyance or encumbrance by Scott Donogh Homes, Inc. must be executed by Scott Donogh, as Registered Agent. 12. According to the Application for Title Insurance, the Proposed Insured is Scott Donogh Homes, Inc., a Washington corporation, and/or assigns _ We find no pertinent matters of record against the name(s) of said party(ies). Page 6 13_ According to the Application for Title Insurance, the Proposed Insured is Scott Donogh Homes, Inc., "And/or assigns". The Company has been unable to search for and does not insure against matters, if any, relating to the unidentified Proposed Insured, which matters may encumber the title to the property to be acquired. 14_ All covenants, conditions, restrictions, reservations, easements or other servitudes, if any, but omitting restrictions, if any, based upon race, color, creed or national origin, disclosed by the recorded plat of C. D. Hillman's Lake Washington Garden of Eden, Division No. 4. Rights or benefits, if any, which may be disclosed by the recorded document(s) above affecting land outside the boundary described in Schedule A. End of Schedule B Part II Page 7 Additional Notes: A. Abbreviated Legal Description: Ptn. Tr. 268, C. D. Hillman's Lk. Washington Garden of Eden, Div. 4 B. Property Address: 1316 Lincoln Place N -E., Renton, WA 98056 C. Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, telephone, gas, electricity or garbage and refuse collection. D. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. E. Unless otherwise requested, the forms of policy to be issued in connection with this commitment will be ALTA 2006 policies, or in the case of standard lender's coverage, the CLTA Standard Coverage Policy — 2006. The Owner's policy will automatically include the Additional Coverage Endorsement, when applicable, at no additional charge. The Policy committed for or requested may be examined by inquiry at the office which issued the commitment. A specimen copy of the policy form(s) referred to in this commitment will be furnished promptly upon request. F. In the event that the commitment jacket is not attached hereto, all of the terms, conditions and provisions contained in said jacket are incorporated herein. The commitment jacket is available for inspection at any company office. G. The policy(s) of insurance may contain a clause permitting arbitration of claims at the request of either the insured or the company. Upon request, the company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. Page 8 STG Privacy Notice 2 (Rev 01/26109) Independent Agencies and Unaffiliated Escrow Agents WHAT DO/DOES THE RAINIER TITLE LLC AND STEWART TITLE GUARANTY COMPANY DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. . Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of Rainier Title LLC and Stewart title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as Rainier Title LLC and Stewart Title Guaranty Company, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Page 9 1* 11 re yog i s ? For our everyday business purposes— to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing transactions, mailing, Yes No 'and auditing services, and responding to court orders and legal investigations. For our marketing purposes— to offer our products and services to Yes No YOU. -- For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your transactions and experiences. Affiliates are companies related by Yes No common ownership or control. They can be financial and nonfinancial companies. For our affiliates' everyday business purposes— information about No We don't share your creditworthiness. For our affiliates to market to you Yes No For nonaffiliates to market to you. Nonaffiiiates are companies not related by common ownership or control. They can be financial and No We don't share nonfinancial companies. Page 9 We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law. If you request a transaction with a nonaffiliate, such as a third party insurance company, we will disclose your personal information to that nonaffiliate. We do not control their subsequent use of information, and suggest you refer to their privacy notices. howowen aotuoes mainier Imu L.6V VVC irJuai iwuiy ruu cL#Uui vui aiiainnJ Y. 1 yw. 1 and Stewart Title Guaranty Company ! transaction. i notify me about their practices? How doldoes Rainier Title LLC and To protect your personal information from unauthorized access and use, Stewart Title Guaranty Company we use security measures that comply with federal and state law. These protect my personal information? measures include computer, file, and building safeguards. How doldoes Rainier Title LLC and We collect your personal information, for example, when you Stewart Title Guaranty Company , request insurance -related services q collect my personal information? provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other com anies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. If you have any questions about this privacy notice, please contact us at: Stewart Title GuaranCompany, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 Page 10 .,. Rai ni.er Title Order No. 652976 25 i 25 los 105,■r■■1 . 90.09 11. 25 � J5 roS 6252# 3357U�256�2 1 v AW 3364 xm 6538 -+ 3366 oaLos C 1Y 3360 f Ey H ,M, x3■ x 13230 Sim 0193 6 3358 + 3365 a 9b Fft 137 8.1 ------ 0460 Sr 0 9590 8F 3361 33(13 ~ , xa 051V 2565 19107 97. AC 0 "W'LAMMMU41VI a � oars 4 3b (1998 0 6660996 a N89 -55-26K ,102.30 104 NB9-55-2 3 61.,65 �9 ° 1 7153/ 79.3e 10 COgA • 0 21 i 21 vi J 0010 io 10 5092# me 0100 [W o 2 z € n 5 w moa 9.96 0020 11960 3 io 4947 Qi'( 25(15 M 9A9 221, 0 w 3 ss644 m 49476 0030 warn o ; 5564@ n7 49114 Asa 004a 0070 me 16050 8 0050 263111.30 21121 98.96 0060 i ----- 13.69 + YU Y0 RN LLA LVA 99-046 9904219003 REN. 6P SHPL -077489 9007279001 + LOT 1 � N Ah a This sketch is provided without charge, for your information. It is not intended to show all matters related to the property including, but not limited to: area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitmentlpolicy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Page 11 COMMITMENT FOR TITLE INSURANCE Issued By RainierTitle Form 1004-251 D (Rev. 0612006) Stewart Title Guaranty Company Page 12 ORIGINAL Stewart Title Guaranty Company, herein called the Company, for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements: all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. Stewart Title Guaranty Company NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE OF RAINIER TITLE AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. RAINIER TITLE IS AN ISSUING AGENT FOR Stewart Title Guaranty Company COMMITMENT CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other manner, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred In reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B: or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment In no event . shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment_ Page 13 5. The policy to be issued contains an arbitration clause_ All Arbitrable matters when the Amount of Insurance is $2, 000, 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at ht1p.1Avww.alta.orp. Page 14 SCHEDULE OF EXCLUSIONS FROM COVERAGE The matters listed below each policy farm are expressly excluded from the coverage of that policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason thereof. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (6117108) 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibition, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (d) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing -business taws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in -lending law_ 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b)_ AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (611 7106) 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse daims, or other matters Page 15 (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10; or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (b) a fraudulent conveyance or fraudulent transfer, or (c) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FOR A ONE -TO -FOUR FAMILY RESIDENCE (02103!10) In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attomeys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b, zoning; c. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk B. a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning it. This Exclusion does not limit the overage described in Covered Risk 17. 4. Risks: a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b, that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Date; c. that result in no loss to You; or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28. 5. Failure to pay value for Your Tale. 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21 7. The transfer of the The to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, state insolvency, or similar creditors' rights laws. SCHEDULE B GENERAL EXCEPTIONS The matters listed below each policy form are expressly excepted from the coverage of that policy and that policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason thereof. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY—STANDARD COVERAGE AND ALTA LOAN POLICY— STANDARD COVERAGE 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water, whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal fights, including easements or equitable servitudes. 3. Rights or Claims of parties in possession not shown by the public records. 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter famished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. S. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY — EXTENDED COVERAGE 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Ads authorizing the issuance thereof; (iii) water rights, claims or title to water, whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes of regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. SCHEDULE H EXCEPTIONS APPEARING IN ALTA LOAN POLICY (6117106) and ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02103110) No general exceptions appear in these policy forms. Page 16 5 r-' Rainier Title Title Team Brenda McCoy, Unit Manager + Kathy Hickey, Senior Title Officer Rick Cline, Senior Title Officer Genevieve Tomberg, Title Officer + Linda Burbach, Title Officer Brandi Westhoff, Assistant Title Officer + Rhonda Caton, Assistant Title Officer Anna Lacy, Title Assistant + Betty Dulin, Title Assistant Jessica Stalder, Title Assistant + Michelle Pinson, Title Assistant King/Snohomish Direct: (888) 929-1999 King/Snohomish Direct: (425)-551-5501 or Pierce Direct: (253) 671-1120 Fax: (206) 230-7779 or (425) 339-2491 or (253) 476-3700 Email: TheTitleTeamMainierTiftoom SUPPLEMENTAL COMMITMENT NO.2 TO FIRST REPORT Order Number: 652976 Escrow Number: Loan Number: BuyerlBorrower: Property Address: 1316 Lincoln Place N.E., Renton, WA 98056 ALTA Standard Coverage Owners Policy (0612006) Amount: $450,000.00 ST, Owners Standard Rate with Electronic Order and Escrow Premium: $834.00 Discounts Sales Tax: $79.23 Note: Premium Split for HUD -1: Underwriter portion: $83.40; Agent Portion: $829.83 Rainier Title, Agent for Stewart Title Guaranty Company By: Brenda L. McCoy, Unit Manager Dated: July 3, 2013 Rainier Title Title Team Brenda McCoy, Unit Manager • Kathy Hickey, Senior Title Officer Genevieve Tomberg, Title Officer • Rhonda Caton, Assistant Title Officer Linda Burbach, Title Officer + Michelle Pinson, Title Assistant King/Snohomish Direct: (888) 929-1999 + Fax: (206) 230-7779 or (425) 339-2491 Pierce Direct: (253) 671-1120 Fax: (253) 476-3700 Email: 1501 41h Avenue, Suite 300, Seattle, WA 98101 SUPPLEMENTAL COMMITMENT NO. 'I TO FIRST REPORT Order Number: 652976 Escrow Number: Loan Number: Buyer/Borrower: Property Address: 1316 Lincoln Place N.E., Renton, WA 98056 The Legal Description set forth in the above referenced Commitment is hereby amended to read as follows: As set forth in Exhibit A attached hereto. Rainier Title, Agent for Stewart Title Guaranty Company By: ,. za Brenda L. McCoy, Unit Manager Dated: May 20, 2013 Exhibit A Parcel A: The South 141 feet of the North half of Tract 268, C.D. Hillman's Lake Washington Garden of Eden, Division No. 4, as recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof and except the West 137 feet thereof; Parcel B: The South 141 feet of the West 137 feet of the North half of Tract 268, C -D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof; Parcel C: Beginning at the Northwest corner of Parcel "B" herein; Thence North along the West line of Tract 268, C. D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington, a distance of 14 feet; Thence East, on a line parallel to and 14 feet distant from the North line of Parcel "B" a distance of 20 feet; Thence Southeasterly to a point on said North line, a distance of 30 feet from the Northwest corner of said Parcel "A"; Thence West along said North line, 30 feet to the point of beginning; Parcel D: An easement for right of way as created under Recording Numbers 1759207 and 2177402; Situate in the County of King, State of Washington. Rainier Title King/Snohomish Direct: (888) 929-1999 King/Snohomish Fax: (206) 230-7779 or (425) 339-2491 Pierce Direct: (253) 671-1120 Pierce Fax: (253) 476-3700 Email: . 1501 41h Avenue, Suite 300. Seattle, WA 98101 Escrow Closer: Linda Richards (253) 216-0240 lindar@rainiertitle.com SCHEDULE A Order Number: 652976 1. Effective Date: April 26, 2013 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA Standard Coverage Owner's Policy (0612006) Amount: $600,000.00 ST, Owner's Standard Rabe with Electronic Order and Escrow Discounts Premium: $1,033.00 Sales Tax: $98.14 Note: Premium split for HUDA: Underwriter portion: $103.30; Agent Portion: $1,027.84 Proposed Insured: Scott Donogh Homes, Inc a Washington orporation, and/or asigns ALTA Extended Coverage Loan Policy (0612006) Amount: To Be Determined ST, Lender's Extended simultaneous Issue Rate (Purchase) with Premium: To Be Determined Electronic Order & Escrow Discount Sales Tax: To Be Determined Proposed Insured: To Be Determined 3. The estate or interest in the land described or referred to in this commitment is: FEESIMPLE 4. Title to the FEE SIMPLE estate or interest in the land is at the Effective Date vested in: Hollie R. Shelden, as a separate estate 5. The land referred to in this Commitment is described in Exhibit A. Rainier Title, Agent for Stewart Title Guaranty Company By: ai,, 4 �;_ 1, Brenda McCoy, Unit Manager Page 1 EXHIBIT A Parcel A.- The :The South 141 feet of the North half of Tract 268, C.D. Hillman's Lake Washington Garden of Eden, Division No. 4, as recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof and except the West 137 feet thereof; Parcel B: The South 141 feet of the West 137 feet of the North half of Tract 268, C.D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington; Except the South 5 feet thereof; Together with the following described property: Beginning at the Northwest corner of Parcel "B" herein; Thence North along the West line of Tract 268, C. D. Hillman's Lake Washington Garden of Eden, Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, records of King County, Washington, a distance of 14 feet; Thence East, on a line parallel to and 14 feet distant from the North line of Parcel "B" a distance of 20 feet; Thence Southeasterly to a point on said North line, a distance of 30 feet from the Northwest corner of said Parcel "A' Thence West along said North line, 30 feet to the point of beginning, Parcel C.- An :An easement for right of way as created under Recording Numbers 1759207 and 2177402; Situate in the County of King, State of Washington. End of Schedule A Page 2 SCHEDULE B PART 1 I. The following are the requirements to be complied with: A. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. B. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. NOTE: Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. FORMAT: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8'/2' by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE- • Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. • Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. • Abbreviated legal description (lot, block, plat name or section, township, range and quarter section for unplatted). • Assessor's tax parcel number(s). • Return address which may appear in the upper left hand 3" top margin. Il. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records, or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. B. Any policy issued pursuant hereto will contain the Exclusions From Coverage and, under Schedule B, the standard exceptions as set forth and identified as to the type of policy on the attached Schedules of Exclusions and Exceptions. End of Schedule B Part I Page 3 SCHEDULE B PART II General Exceptions: Order Number: 652976 Schedule B Exceptions appearing in ALTA Owner's Policy (6117/06)—Standard Coverage and ALTA Loan Policy (6117106)—Standard Coverage: 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Rights or claims of parties in possession not shown by the public records_ 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 8. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. Schedule B Exceptions appearing in ALTA Owner's Policy (6117106)—Extended Coverage: 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes, 3. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. Schedule B Exceptions appearing in ALTA Loan Policy (6/17106) and ALTA Homeowner's Policy Of Title Insurance (02103110) No general exceptions appear in these policy forms_ Page 4 SCHEDULE B PART 11 (continued) Special Exceptions: Payment of real estate excise tax, if required, pursuant to the authority of RCW Chapter 82.45, and subsequent amendments thereto_ The property described herein is situated within the boundaries of local taxing authority of City of Renton. As of the effective date herein, the real estate excise tax rate is 1.78%. 2. General taxes and charges: 1st half delinquent May 1, if not paid; 2nd half delinquent November 1, if not paid. Year: 2013 Amount billed: $2,156.22 Amount paid: $1,078.11 Amount unpaid: $1,078.11 Tax Account No.: 334390-2563-06 Levy code: 2100 Assessed value of land: $151,000.00 Assessed value of improvements: $0.00 Affects: Parcel A General taxes and charges: 1 at half delinquent May 1, if not paid; 2nd half delinquent November 1, if not paid. Year: 2013 Amount billed: $3,637.07 Amount paid: $1,818.54 Amount unpaid: $1,818.53 Tax Account No.: 334390-2564-05 Levy code: 2100 Assessed value of land: $177,000.00 Assessed value of improvements: $78,000.00 Affects: Parcel B 4. The matters relating to the questions of survey, rights of parties in possession, and unrecorded liens for labor and material have been cleared for the loan policy which, when issued, will contain the ALTA 9.3-06 Endorsement. 5. The legal description in this commitment is based upon information provided with the application for title insurance and the public records as defined in the policy to issue. The parties to the forthcoming transaction must notify the title insurance company, prior to closing, if the description does not conform to their expectations. Page 5 6. To help you avoid delays at closing, we would like to make you aware of our final recording run times: Regular recordings: King County: 2:30 pm Pierce County: 2:45 pm Snohomish County: 1:30 pm Monday through Thursday, 1:00 pm Friday KING COUNTY recordings are processed out of our Seattle office at 1501 4th Avenue, Suite 300. SNOHOMISH COUNTY recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. PIERCE COUNTY recordings are processed out of our University Place office at 3560 Bridgeport Way W., Suite 2E. E -recordings: King County: Non -excise only, 3:30 pm Pierce County: Non -excise only, 3:45 pm Snohomish County: 3:30 pm Monday through Thursday, 3:00 pm Friday NOTE: There is an additional $4.00 charge per document when E -Recording. When E - Recording documents requiring excise clearance (available in Snohomish County only), checks must be made payable to "Rainier Title". E -Recordings are processed out of our Everett office at 2722 Colby Avenue, Suite 125. 7. Deed of Trust and the terms and conditions thereof: Grantor: Hollie R. Shelden, a Single Woman Trustee: First American Title Beneficiary: Mortgage Electronic Registration System, Inc., acting solely as nominee for Guaranteed Rate, Inc. Original amount: $280,396.00 Dated: October 1, 2012 Recorded: October 24, 2012 Recording No.: 20121024001269 8_ We find no pertinent matters of record against the name(s) of the vested owners. 9. The following conveyances were recorded within the last 36 months: Statutory Warranty Deed recorded under Recording No. 20121024001268; 10. The land described in this commitment appears to be residential in nature and may be subject to the provisions of RCW 6.13.060 (Homestead Statute), if the land is occupied as a primary residence_ If the land is occupied as a primary residence, all instruments conveying or encumbering the land must be executed by each spouse, individually, or by an attorney-in-fact. In the event the Company receives instruments that are not joined by the non -owning spouse with possible homestead rights, the Company may be unable to record or to insure the transaction. 11. Any conveyance or encumbrance by Scott Donogh Homes, Inc. must be executed by Scott Donogh, as Registered Agent. 12. According to the Application for Title Insurance, the Proposed Insured is Scott Donogh Homes, Inc a Washington orporation, and/or asigns . We find no pertinent matters of record against the name(s) of said party(ies). Page 6 13. According to the Application for Title Insurance, the Proposed insured is Scott Donogh Homes, Inc_, "And/or assigns". The Company has been unable to search for and does not insure against matters, if any, relating to the unidentified Proposed Insured, which matters may encumber the title to the property to be acquired. 14. All covenants, conditions, restrictions, reservations, easements or other servitudes, if any, but omitting restrictions, if any, based upon race, color, creed or national origin, disclosed by the recorded plat of C. D. Hillman's Lake Washington Garden of Eden, Division No. 4. Rights or benefits, if any, which may be disclosed by the recorded document(s) above affecting land outside the boundary described in Schedule A. End of Schedule B Part II Page 7 Additional Notes: A_ Abbreviated Legal Description: Ptn. Tr. 268, C. D. Hillman's Lk. Washington Garden of Eden, Div. 4 B_ Property Address: 1316 Lincoln Place N.E., Renton, WA 98056 C. Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, telephone, gas, electricity or garbage and refuse collection. D. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. E. Unless otherwise requested, the forms of policy to be issued in connection with this commitment will be ALTA 2006 policies, or in the case of standard lender's coverage, the CLTA Standard Coverage Policy — 2006. The Owner's policy will automatically include the Additional Coverage Endorsement, when applicable, at no additional charge. The Policy committed for or requested may be examined by inquiry at the office which issued the commitment. A specimen copy of the policy form(s) referred to in this commitment will be furnished promptly upon request. F. In the event that the commitment jacket is not attached hereto, all of the terms, conditions and provisions contained in said jacket are incorporated herein. The commitment jacket is available for inspection at any company office. G. The policy(s) of insurance may contain a clause permitting arbitration of claims at the request of either the insured or the company. Upon request, the company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction. Page 8 STG Privacy Notice 2 (Rev 01/26109) Independent Agencies and Unaffiliated Escrow Agents WHAT DO/DOES THE RAINIER TITLE LLC AND STEWART TITLE GUARANTY COMPANY DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of Rainier Title LLC and Stewart title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as Rainier Title LLC and Stewart Title Guaranty Company, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information For our everyday business purposes--- to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes— to offer our products and services to you. For joint marketing with other financial companies For our affiliates' everyday business purposes – information about your transactions and experiences_ Affiliates are companies related by common ownership or control. They can be financial and nonfinancial companies_ For our affiliates' everyday business purposes— information about your creditworthiness_ For our affiliates to market to you For nonaffiliates to market to you. Nonaffiliates are companies not related by common ownership or control, They can be financial and nonfinancial companies. Page 9 Do we share? Can you limit this sharing? Yes No Yes No No We don't share Yes No No We don't share Yes No No We don't share We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law. If you request a transaction with a nonaffiliate, such as a third party insurance company, we will disclose your personal information to that nonaffiliate. We do not control their subsequent use of information, and suggest you refer to their privacy notices. Snaring practices How often doldoes Rainier Title LLC We must notify you about our sharing practices when you request a and Stewart Title Guaranty Company transaction. notify me about their practices? How doldoes Rainier Title LLC and Stewart Title Guaranty Company protect my personal information? How doldoes Rainier Title LLC and Stewart Title Guaranty Company collect my personal information? To protect your personal information from unauthorized access and use, we use security measures that comply with federal and state law. These measures include computer, file, and building safeguards. We collect your personal information, for example, when you • request insurance -related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances_ Contact Us If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 Page 10 Order No. 662976 ' 3� 25 j 25 �� 10�����,:i�su■� f 6672158 66099 0 6660994 2s a5 r� r�1200 g2= ,�,3364 �8510%62X565 45 9F 5i� 0 1 743360sxiw-19107A193 3 3358+ 337 .LN. OLP3.1 -'----- ------ 9490 9P 8is0 6F' 3361 3363 " zyas+ m nu. dW i 4 0655 1 30 nj in 60998 0 6660996 N [489-55-269F ■■�■rru X1102.30 104 89 74 3 p� 19'� 61.,65 =9 °"'� 1 T153# a �A a 21 21 ui �CO 0010 5892# }j 111.29 0104 f z 2 „ 8.96/r, 5589! 11960 9 0 8997 i�{( �( 0020 n 2566 �'� SS w g 55x4# i' $ -29 104 Te 4997# 0030 $ 008099.99 1 X L�/f�.I� oS S 6 9# A 9114 f� i6 , 0440 79tL ---- um i M70 6� 1609$ & t est °0 � $ 0454 2563 21 21 n 111.30 ;89.96 0M, 13.64 + -- -- - RN LLA LUA 99-096 9904219003 REN. SP SHPL-M-99 9007279001 + LOT i y N T N This sketch is provided without charge, for your information. It is not intended to show all matters related to the property including, but not limited to: area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment/policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Page 11 COMMITMENT FOR TITLE INSURANCE Issued By RainierTitle Form 1004-251 D (Rev. 0612006) Stewart Title Guaranty Company Page 12 ORIGINAL Stewart Title Guaranty Company, herein called the Company, for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements: all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. Stewart Title Guaranty Company NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT THE OFFICE OF RAINIER TITLE AND A SPECIMEN COPY OF THE POLICY FORM (OR FORMS) REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. RAINIER TITLE IS AN ISSUING AGENT FOR Stewart Title Guaranty Company COMMITMENT CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other manner, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred In reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B: or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment In no event . shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4_ This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. Page 13 5. The policy to be issued contains an arbitration clause. All Arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at http.-I www. alta. o!y. Page 14 SCHEDULE OF EXCLUSIONS FROM COVERAGE The matters listed below each policy form are expressly excluded from the coverage of that policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason thereof. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (6117106) 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibition, or relating to (i) the occupancy, use, or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (d) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing -business laws of the state where the Land is situated. 5. Invalidity or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer credit protection or truth -in -lending law. 6. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Covered Risk 13(b) of this policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (6117106) 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use or enjoyment of the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any govemmental police power. This Exclusion 1(b) does not modify or limit the coverage provided under Covered Risk 6- 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters Page 15 (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10; or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (b) a fraudulent conveyance or fraudulent transfer; or (c) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of reoording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. AMERICAN LAND TITLE ASSOCIATION HOMEOWNER'S POLICY OF TITLE INSURANCE FOR A ONE -TO -FOUR FAMILY RESIDENCE (02103110) In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation of those portions of any law or government regulation concerning: a. building; b. zoning; c. land use; d. improvements on the Land; e. land division; and f. environmental protection. This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19, 20, 23 or 27. 2. The failure of Your existing structures, or any part of them, to be constructed in accordance with applicable building codes. This Exclusion does not limit the coverage described in Covered Risk 14 or 15. 3. The right to take the Land by condemning ft. This Exclusion does not limit the coverage described in Covered Risk 17. 4. Risks: a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public Records at the Policy Dale; c. that result in no loss to You; or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.e., 25, 26, 27 or 28- 5. Failure to pay value for Your Title, 6. Lack of a right: a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Covered Risk 11 or 21 7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer or conveyance under federal bankruptcy, stale insolvency, or similar creditors' rights laws. SCHEDULE B GENERAL EXCEPTIONS The matters listed below each policy form are expressly excepted from the coverage of that policy and that policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason thereof. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY—STANDARD COVERAGE AND ALTA LOAN POLICY— STANDARD COVERAGE t. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof, (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Rights or claims of parties in possession not shown by the public records. 4. Easements, claims of easements or encumbrances which are not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. T Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 8. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNER'S POLICY — EXTENDED COVERAGE 1. Taxes or assessments which are not shown as existing liens by the public records. 2. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described in (i), (ii), & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 3. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. 4. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the Unites States Government, or riparian rights, if any. SCHEDULE B EXCEPTIONS APPEARING IN ALTA LOAN POLICY (6117106) and ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (02103110) No general exceptions appear in these policy forms. Page 16 _ -- ---_ -- - �. � „acSlia•Hard¢ (Seal�)� ya.; - .. �canif of '.tn•� _-._. _. - _.i �a�a �_� - - -'- ih_ nrd arc:f"'eo, a YotsrY Yuolir, .ao hara�y certiry that on thie_day off:'aty; 1923 -p9[w13A¢]1 ,.en +a2 carers ;se encel: Harb,_w,, c Spinster, iv Me iauwn to be..the indfvidua] tdeecrlAed-lq and tpjjti nen_„tad tna .N .:thin LnStra r-anx, avd ncY.no�rledgod t'nnt oho eignod e..gd sealed. the same'&Tf YfBP_f-t•ea ar�i - , - va:untary nc and diad far the ueoa e<,d pvrj.so-as tharuin G Ivan under _:y rand and arr1c,al seal this 7th day of July A.D.-1923.- Mark M. Litchman __ _ err ;Corr. max, idnr. 1920 Notnry -ILliblic- in and for the Sta.1a ington, roe Id t-SeaLL1e. _ .!:ec for re-'and at ra ,ues' or Grantee. July-1;i, 1923, et 31 min paet�_P. Y.. D. c, Ferguson, County Auditor ' 1?54202 Led f_arliglay at uA =— J quit Glalm DeadThe Srawlay i:et4to uar.paoy- 6'1A.U1UISY FORM _ '!?[E GfiANItlhS, Gertrude F. Brawlay and Lee J. Brawls) of Seattle in the County of King and State �or 'Raehingtcn, for the consideration of One and 00/100 Dollars, in hand paid, Convey aadquit-aAJin-to--l,_,-- The Bra-ley 3statu Company, of the County of King, ie the 9tete of iVBjas agton, all interest - 1"Ing doecribed Real Estate” - l - .ta undivided ons-hal[ ja-e.;eet in lot olght (a) Block three hundrad two (302) Map of fieat{le 7 de_ - lands, aJ%vatad in the County or King, State of Washington_ --_ - Detod this L1.9th day of June, 193. -_ Gertrude F. Srawley(9eal) — state .,f Rashington----'-- County of King I, the uudarolgr>.d, a Not�ry Public, do hereby certify that on this 29th day af--June 1923, person-{' _ ally appeared Gefora me Certruds F, Brawley and Loa J. Drawlay, to me knows to be theindiYiduolB doe- i crlbed in and Who executed the within instrument, and achnowledgad that they'9igned and sealed-the-.same. - „ _ -_.as their free -sad voluntery-net and dead, tar uses and purpoeas therein_mmkionsd. - Ulven under ay nand and official seal this 29th day of June, A,D. 1923, {E,p,5, Notarial Seal) Eluandm, Scharr r- 'r (Com.-9T.--set, 5, 1925) Notary Public in and for tha State of Waah ingtan, reaidi-rVt at Seattle. - FilaJ for record at request ur ',reshingtcn Title Ineuranee Company, July 13, 1923, at 29 lain poet 9 A.W. D. E. Ferguson, County AudiTO i754SG7 Lary Crnet,ar To NarrKnty Dead Henry W. Crseo:or g[y THh c;KANTGR, nary Craemsr, a widow, for and in consideration or the- sun of ons Dollar ($1.00) in hand paid, oonvoys and warral:ts to Henry R. Craemer, her eon, the following described read a etatl..Oil. uated in King County, Tashinrtnn, to-mit: - - The 'ioith half (1F7) leas tl:a youth five feat thereor, of Lot 258, C.D, Hillmanf'aLOW-Washington Gordan of „dell Addliton to Seattle, Divlsion No. 4.- tdyather with an easamant of right of way moroes the scuth half of said treat; which r_ight'of, way ehellt ha 10 feet In width, and may be located upon quid south half in suah place as may he hereafter aetween the aYllare of the two ports of said tract, Subje❑t to a mortgage for $1500.00, which graalts 1+ seeumou and agreae to pay. - Thie deed is made for the rollo•wing purposes and under the fallowing Conditions: MIEBEAS the late Henry Craemer, Sr., now deceased, husband of the grantor heroin-and father of the - grant.e, by hie .111 bequsuthad to thu grantee herein the aura of 61000.00 over dad 'above the share of - the other two children lagateea in said will; and - ---' F the said bequest rag not tv take effect until the-death of the grantor hsvei It is Undo -Wad and-agraad fila rth to -deed is matls .for t}�e-pgrpooe of ya:lla Ng ra�„� _ and ae an advancxnant of said bequest uuaor the terms of said will. f ; It ie lurther-uirdwretoad arid-aj;rued that the gsantse, here in..-slall:; ae a oenditipn prso�dw l t dead, pay or oauee t"e paid to tb,B,Vragtor or liar ardor the=-sum-'0LA630 O.0-e_r.-moi'-�l4 ad'eLrry year during her lire, the said sum being interest at 6� upon bald advancemelit It[ WITNESS-Y&fMNY, -the grantor bas hereunto bat her hand and seal thT 6th day_ot OOSoVrr� Mary Cracmer (Saul)- k � 7 a r`y,r F�. Slate of Washington�en ----� -- County of Ring TH35 IS TU CE:RTIVY, t1Lat an this 60 day of October, 19211 before me, -the underaigAsd.r,'a'�iotaryt.- ]' tlraemer c Public in and for the Steto of ftahingto°, duly 40waYi*h.ianed_en y[ sworn,-Qpreeaally 4Sme widdw, to me kaawn to be the individual described in and eha__sxeouted the withla iE6trum9pt. ddd eokAa>r� ledged to me that she signed and sealed the same me hsr free mud-voluntaiy 4o1 and deed fOr fh0_ueee_ - - _ uad purposes tharoin montionad,-- _ ;YITf1;55 my hand and affieiai seal the d my and year in this certificate first above Written Nota-rTaS Seal) Had Roney -- - - -� -- - - (Com. Ex. Sept. 30 1925) -Notary Publia in and for the State of Waehiaatoq residing at Seattle. - Filed -for. record at request of Grantee, July 13, 1923, at 33 mid past 9.A.M. D, x, Ferguson, Cqunty Auditor OR - 7'19'93 Henry Andoreen of ux ia Warranty Deed Jahn J. Clarke - - _ -THiS.Sf{O(SN?� 3.,„)faAe this 15tb day of June, A, D. 1923, between Henry lhrlderaen . and. 9J?am#1p R; _ .0.ndernan, husband "[I wife, at all times since acquiring the within property;-par.ties-af.-vt}Y8i1Tat�aTtj'.'"- T and Julia J­Glark� of Seattle, N&eh.,-party of. theI.f -_WIMSSCTH. That tho eeid parting of Lhe firut part, fur and Sn0411aidaration of the MMDollars end other consideration, lawtul money of the United. -States, to them in hand paid-hy. t_- _tarty of the second part, does by those presents Grant, Bargain, 5911 CunYey andd-, '._.:--party of the eoc,,nd part, and to his heirs and mesigns, the following described real 6et¢ti�#Hr_:",,_.1the County of fling; Stats of 'd'eebington, to-wit:J �1.]ate Twelve (l2) and 'thirteen (13) in Block Three (3] in"Rainier- Additlan"te.ttle'City_sl..;,.as sharia by the recorded plat of said Addition isthe Gaunty Alldltors Uffiae of King4cn = -TO P[A'olS AN`U M HOLD, who said promises, together with all their appurtenances Mat,9_thef'-- - the eeeond part and to his hair* and asbigno forever; and the said parties of the _firAt-_-parts for -ti, w xalves _and for tbair Noire, executors and admiristratsre, do hereby oevenani im. o4d-111th tha:said-Pirtll. '+ t of the second part his heirs anc assigns that they are the owners lit fee-afmgie-O[-ea�EHpyp}ae�R=_ylpt� - that they are free from 8::1 imcumbradcae except taxes and auvoilolents egainat said lets at.t41-0 {�me1aA that they will :YARRAM AND DZFEND the title thereto against all lawful claims what soeverLexcept'betahf mentioned taxes and assessments, - 19 y1ITNF.55 rtisnoy, the said parties -of the first part have herounto set their iAM40And $*SAO 01i 1 the any and your in this indenture first above bitten. Signed in the ..'resence of henry Andersen (Seal) - C. E. reterepn Clemerrtinn Andersen ($sea) State of Washington - _ - )ae County of King - _ "-- I, C. 8. pet,on, a getary Public in and for maid.3tete, do hereby eertily that on this 15th-dor--- of lune A. [).1923, personally appeared before me Henry Andersen and Clamentina Andereamr husband bad rife, of Tacoma, to me knawn to be the individuals described -in and who exeauted the a'itbin i33st1M1sat and aeknowl°dged that they signed and sealed the aam"a_their free and voluatarY.-ipt.-i-pd-death-f-e�-�C1fe'• use* and purpmoeL therein montianed.--- Il['aMS5 WH&p,30F--I have hsreunto set my hand and-a.1fixed my offl0i - - his certificate fire y above written. C l.A, Material 8641) C. S. Peterson_ -. )CanLx Vey 28, 1924) Notary Public in end for the state of Tushing , `I.R.. S. 1.50 attached and cancelled)-residiug at,-Saq�lp�a;-Ya Bald County. 14' to 1191011% axgiras 1raSr-28,E9i4 Stato of 7fashl JS County of hind if r PZ75 IS rt, r_"F.TIFY,_ih t cn.'-th::- 12ti,dn}• of ectnhnr, 1`326, boforo ma. Olio wld ora ig<lOd a. )lotary I'n'nlic In Fill Sar t.M) Stutc, ni riashinVion, duly cogmission6d and invurn. poroorimlly appnar. and C'lr}: 1!- 6urkhoimcr, to me-L-nnwn Ln bu i}re Yras iC ant aIrtl &�y,`-r-refer}'_raepaati461y-6 T. !!a"T�in'Inp�� n o_a per. y, the corpornt.ion, trAt oxncaz od thro Soro Ew ung i7u5tramsat, and n6}QtoRle dged they snug jR9 irlsaeat to h tl=o 1"rna enc voltuirnry sot nno- daod, of enid-oorporation, for the uses and puree s89 thbryiil'mtfp : toned, ane on aIth stAted that they Aero authorized W execute the said instru ont' .----e9°ffxea��,nrata fir--t7rc norparate seal of said corporation. -- -- I:. N17115.5S Pf116j,,_S0 ', 1 bu _ hereunto ;at my leand end affixed my o£f Soiahsoal tlyo •day s,nd'yep Mp, itt._' ahs :'u �ritbin• {J.B .f;.Hotorial Sed]) :_ John S. Durlrheiluar - - - (Com. Ex. Oct. 16, 1927) Notary Public in acid -for +thmAtate o db ington, residing at .Seattle. ' Filed for record at request of Seattle Title Trust Co., ]day 1, 1928, at 68 min p&---t a Ajit t b. B. Forgueon, County Auditor . Z17?368 Frank W. Floud To Warranty Hoed _ Ewe kyr. ,I. lial.l ..-- ^Y,F f:FJJi TO!,, Frar,k Yf. Flncd, o bacha ler, of Sentlo, Yfas hi-3iptan. forand� Ire aons4d4s"Jon-oY- i -- Hundred ar•d ?ifty Do/ibo Dolk�rs, in hand }aid, conveys and Warrants to Evelyn El, hall, the ibllsoSulg describes ran; ontate: Trnots ono i.l) and turn (2) block two (2) Flood's Trtikesitia Tract^ r',.--�:�'^`-rr &�-a6aoTd tlaa p thereof .on file and of record in the office of the Auditor of King Co+mty, Washington, at seattle, Rae ! n'.t:on . 5itusted in the County "r Kink, 5tato of riashin gi.or,. - Dfttud t]-:is 10th dny cf-Juno; 5'os1:S;_ Frank 17, Flood (Boal) Scat^ (11' NaslAl.e._a:'. E )en County of yl1E - I, Geo-g F. Grior, a Notary Public, do horohy certify t}at on this 20th day of Juno 192u, per soncllj a:,puared bufore me, Frank W. Flrod, a har.he]ar, of Soettle,)Yaahington, to me known to Va'tha individuDI du..vr.ri her in, nr_d Ti;p uxecuted tho within inaLrumun-t, and a6aic'rledged thnt'ho signed and a led tho eamo an his free and vrl1Mtnry act add domd, for the W581, and purpones therein mentioned. Ciiven larder my fond and official deal this 20th day of Juno, A.A. 1926. (G. .G.Hoteria) Sent) - Goo. E. C}eior (OOT.. 6x. 1"'' • s, 14CrT�. Notary Public in and for the State of lh- � --- irrgts7nYsaaiding�t...3ea4�ls. ' -- .. -- -Filnd fnr t requor;t or Soeat.]u Title Trust Co,, Elay 1, 1928 at Do min past 9 AXi 1) - F.. Fcrgunon, County Auditor Vary Cracnor of a L - ,n Agreement Eenry V. Crarnnr et THIS AGFEIUL:h'T r,ndr '-r.d ,rtorr:d ;It,. Chis 9t}, dny rf April, 152h, by and bobroon MaPyCraemor, °. ridovr, Frederick. C. fnrkr, r.nd'Sinn S. Parks, his; 'vLpa, parties of the first part, and 'Bjordi w,4raam u - iw and ':esu Cre vanr, h:i:: ��+i fe, loirt lea of the second part, 5Yj'1741;55?T'71: That 'io orura, r +_hie 8t1. day nt' Octoirjr, 1522 Very Crallmor., wifo-uf. Henry W—Graw6'f,:des-4nQ ..r"__ ay a,, inntraaaur.t i:: Wrlti.n ., dntnd thrtt dny, convayad to her non Henry W. Craemar, one of tha parties the sncond "rt 1:errto, tiro rio,trl luil, 011 la;s the eeuth five fi }r ( ) foot thereof, of lot 268, ft. d. 111ILMun'8 Lako 7fnahingtan Cerdet: ci' Eden A,hlition to Seattle, %vision No. 4, situated in King'Eoanty. Wadhi:rttvr•, toUother :rit:•1 an casement of right of YeLv aorosp the south half ($Q) of said traO , ti-O =neat ion of whici) eese:eent was to he thor,,4rtor agreed upon; nw, therefore. ' of thu sn.id aF,rocmgpt it is hereby agreed betnceri the partl©s that Said Oasament 8 ll bo lao=.!,ed upon tho wr.st. tor. (10) foot cf the south halt' OD of Bald lot 268, it being conditioned,' hc,la ver, that in r,u event 'Shell odic' right of uvay be nearer than si.x (e) fQvt of the front etape of t -- house nu,', l�cs ted ur, ee id tract. IH +eT'l1ik.5i Y(i4:i�C1•', the Par-h--as hereto have horeumto act *Mir hands and seals thin Bth dny of April, ls2fi. Mar yy C'r&. f .. .8 raderiok C.-Fwrlcg -.. - 161nrra 5 , Parke Parties of the first fart Iienry It. _Craetuer. _ _.. �osera _ Parties v ha ease -pkr County of ffiog / - i; THIS '_S TO CEFYIFY,ihnt on this 9th day or April, 1688, before me; tha, aeraignad a•-;6otary`pu�lio In enc Fur the Stets or ttasliington,-duly.,o owienioned and axnrn, perm oval ly'o amen 11 araeMar, a_ tr dq - rroderiek C.. Parke, and Minns. S. Farks, his wife. Henry N. Groanerand Rose Craemor, hio�ivii'g.a_�to_p�B kw1Q - te be the individuals dosoribed in and who cueouted the within. inatrkun nt, and sm1;rieiwledg0,'tb aiGmed and sealed the aaRu as thsir free and-vahzatary aax._amd-doedi -for --the-ueem-end--Pfd poi.-. fiere •� � - rantioecd, nitneas my 1u d anJ official seal -the day e.nb'yoar in this oerti.fioate first above;wrltten ; (H.E.Hotarie] Seal) Had Roney 4 - (Com. Sx• Sept. 30, 1926) _ Batary Public in and Porith'sStats OF -.OL ington, residing at BeaC19. Piled for rf000rd at roouent of lira-. R. 17. Areemer, May 1. W8, at 4Z min poet 9.A;li. - ER A. E. Ferguson, 09_unty Auditor - 1'i 7Si1 Glories T. rreilly To Warranty Deed _ -- _ J. T. L. Campbell et ai - - - - STATQTDLY DEM T1i5 G,VITC-, Charion T. Reilly, a baeholor, for and in oonaidoration o£ Thirtoen Hundrod 9 'en -k _ nc/100 Donors, ir, ]wand paid, conveys and ;warranta to J. T. L. daapboll and Robert D. Forbes, the f4Alowiz g-._ d occr ibed reel estate. --s It ueted in the County of $i C, 3 t to, of Yiethington:. Lots twonty seven (27) tnnnty e1g;ht (28) and t.enty nine (29) in block nine (g) Exposition Iioighte- _. Ade,iticr. LlFlea and eloar c£ all Lnaumbraneea of every nautro, except 1926 taxes and assometteatt- levied sirco Au�,—st 1025. - .t Ila;oc thio 26th day of April. A.U. 1926• _ Charles T. Reilly Six.Lc of 15aai:fn;;toe1 .. _ —_ )Er — Coixnty of Pierce _ On thin 26th day of April, Al. 1426• horory me, the undersiFped, a Notary Public in and faj tbAl S-ts is o' Washingten, duly ommidaioned and sworn, personally appeared Ctsrlae T. Reilly, a biahalar, to me kndft to be tho individu4 l described in and 'olio mzoautod the foregoing instriment, and aaknovledgedrta ane that he sijind -nu snalod the said inatrl nnt. as his £rhe and voluntary mot and deed, for the uses and pur•ppe Rd;,_ t.harein man tinrsed. '31t•retis my hand and orficinl Noel horcto affixed the day and. year in this oertifi4ate above. irrittea {hl.J.ia.J.Sat.arinl Seal) Martin J- 8, Johnson ' (Co.. F.x. Juno 1G, 1?29). Notary.Publio in and For the State of 10" ington, rosiding at Tacoma. - 4-lau fn7- -ecnrd r.t rngi;ort of iiashin�tsn Titid Inau eq Company, May 1, 1929, at 47 min psy9t- �,, D. E. Ferguson, County auditor Frank l'-u,'rmy To Warrnnty Deed - - .- J. H.Reinortsen - '- THE Gb1.11iOR,Frsnk Murrey, us L'_a sole and sepal -ata estate, for and in on sideration of Leda _ Dollard in hand paid, convoy and warrant tc H. S,Reinartew, a married man, the grantee, the following; dascriboo ramal oatatea North thlrLy (S6) feet of cant fifteen (16) feet of lot twenty one (21) and the ,Aox+la_,thirty.(Hplk��• ' fact .:i' lot9 twonty two (22) twenty three (23) and twenty four (24) in bloQk one hvndred_iwenty-eaves ( :) Supplemental Plat, Woodland Park Addition to the City of Seattle, eituotcd in the County of King, Stato of ftuhington. Dated January eighteenth AD,, Signed in presence of:_ Frank YuMy - -- - State of Washington - - ----- .. )Ba County of King _ 1• 1'1i15 15 TO CERTIFY, That on this eighteenth day of January. A.D. 1926, beforenio-pTfalter.B..Daoa ' R Notary i'uhlio it and for the State of,.1?aahington, duly commissioned and sworn, pereamlly dame,P.rayg. Murray, t9 me iatown to be the individual described in, and who excoutod the trithin instrml erlt, and Kolotaak lesgod to mo that the signed and sealed the same as his free and voluntary act and deed; -for t}ie uses aril ' puL•poaes therein mentioned-- Wltnaas my hand and ntficial seal the day and year in this oerti£ieate:f`i,Tat above writGeei . _ "` } 1f ALTA Commitment (6117106) 1 ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and 8 and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Aulhorced C:otintersignahira Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 (206) 770-8700 stewc,-rt title guaranty company Matt Morris President and CEO �F �jPYflgq � r ieos i re x As . Denise C rraux Secretary Copyright 2006-2009 American Land Title Association. All rights reserved. The use of ttms Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Repnnted under license from the American Land Title Association. File No. 41148-24686 004 -UN ALTA Commitment (6117106) CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4_ This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5_ The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2, 000, 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Capyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from Me Amencan Land Title Associa"n. File No. 01148-24686 'I 004 -UN ALTA Commitment (6117106) '� T Stewart title Title Officer: Chris Rollins Phone: (206) 770-8715 Email: chris.rollins@stewart.com Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 Phone: (206) 770-8700 Order Number: 01148-24686 Customer Reference: Nguyen & Bui SECOND REPORT - Datedown, Updating Taxes and Amending Paragraph 6 SCHEDULE A 1. Effective Date: November 26, 2013 at 8:00 AM 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S POLICY, (02103/10) (Underwriting fee - 11 %) Proposed Insured: To be determined (X) ALTA EXTENDED LOAN POLICY (6/17/06) (Underwriting fee - 11 %) SIMULTANEOUS ISSUE RATE Proposed Insured: To be determined Amount: To Be Determined Premium: Tax: Total: Amount: To Be Determined Premium: Tax: Total: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to said estate or interest in said land is at the effective date hereof vested in: Andy Hai Nquyen and Tram T. Bui, husband and wife 5. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO EXHIBIT "A" LEGAL DESCRIPTION The East 105 feet of the North half of Tract 288, C.D. Hillmans Lake Washington Garden of Eden Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page(s) 82, records of King County, Washington; Except the South 5 feet; Also except the North 142 feet; Together with an undivided 112 interest in the East 10 feet of Tract 288; Except the North 270.03 feet; Situate in the County of King, State of Washington. COMMITMENT FOR TITLE INSURANCE SCHEDULES Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described (i), (ii) & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. C. Extended coverage exceptions as follows: (1) Rights or claims of parties in possession not shown by the public records. (2) Easements, claims of easement or encumbrances which are not shown by the public records. (3) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. (4) Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished imposed by law and not shown by the public records. D_ Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. F. Any tit!es or rights asserted by anyone, including but not !imited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or !ands beyond the line of the harbor or bulkhead lines as established or changed by the United States Government or riparian rights, if any. SPECIAL EXCEPTiONS FOLLOW COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL_ EXCEPTIONS 1. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1.78% and the levy code is 2100. 2. Owner's policy coverage to be verified through written instructions or a complete copy of the purchase and sale agreement should be submitted. 3. DELETED - (Refer to Note J) 4. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 5. Deed of Trust and the terms and conditions thereof: Grantor: Andy Hai Nguyen and Tram T. Bui, husband and wife Trustee: First American Title Insurance Company Beneficiary: Boeing Employees' Credit Union Amount: $177,400.00 Dated: September 2, 2004 Recorded: September 10, 2004 Recording No.: 20040910000452 NOTE: THIS DEED OF TRUST SECURES AN EQUITY LINE OF CREDIT AND/OR REVOLVING LOAN. IN ORDER TO INSURE, THE COMPANY REQUIRES EITHER (A) SATISFACTORY EVIDENCE FROM THE LENDER THAT THE ACCOUNT HAS BEEN FROZEN OR CLOSED OR (B) EVIDENCE THAT ESCROW HAS SUBMITTED TO THE LENDER A LETTER SUBSTANTIALLY SIMILAR TO THE SAMPLE BELOW, SIGNED BY ALL BORROWERS ON THE ACCOUNT. THIS EVIDENCE MUST BE SUBMITTED TO THE COMPANY PRIOR TO THE RECORDING. REQUEST TO CANCEL REVOLVING CREDIT LOAN Dear Please freeze the loan amount to include only obligations incurred or draws I have made prior to and including the date of this letter under the terms and conditions of the above -numbered loans secured by the above -numbered mortgage or the surety instrument and cancel the revolving credit loan for future advances. I agree to cease signing all checks and/or credit cards and/or drafts. I enclose all of the above which I have in my possession. Loan/Account No Sincerely, Borrower/Mortgagor Borrower/Mortgagor 6. Numerous judgments and/or liens appear in the record against persons with names similar to Andy Hai Nguyen, the effect of which depends upon his/her identity with said persons. An identity affidavit is attached for completion by Andy Hai Nguyen and Tram T. Nguyen. Said affidavit must be reviewed by the company for determination of resolution of said matters prior to recording herein. 7. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. B. Easement and the terms and conditions thereof: Grantee: Puget Sound Power and Light Company Purpose: electric transmission and/or distribution system Affects: portion of undivided interest Recorded: October 22, 1934 Recording No.: 2826675 and 2826677 9. Easement and the terms and conditions thereof: Purpose: use and maintenance of road and underground water pipe Affects: portion of undivided interest Recorded: July 15, 1936 Recording No.: 2908848 10. Easement and the terms and conditions thereof: Purpose: road and underground water pipe Affects: portion of undivided interest Recorded: July 7, 1939 Recording No.: 3053922 11. Easement and the terms and conditions thereof: Grantee: City of Renton Purpose: roadway and public utilities Affects: South 20 feet Recorded: September 12, 1975 Recording No.: 7509120572 12_ Terms and conditions of survey recorded April 15, 1996 under Recording Number 9604159012 . Said survey discloses but is not limited to the following: Fence on the North property line does conform to the true boundary lines. END OF SPECIAL EXCEPTIONS COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Note: Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. Format: Margins to be 3" on top of first page, 1" on sides and bottom. V on top, sides and bottom of each succeeding page. Font size of S points or larger and paper size of no more than 8'/" by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. Information which must appear on the first page: Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. Abbreviated legal description (lot, block, plat name or section, township, range and quarter quarter section for unplatted). Assessor's tax parcel number(s). Return address which may appear in the upper left hand 3" top margin. COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part Il NOTES: NOTE A: In order to assure timely recording all recording packages should be sent to: Stewart Title Company 18000 International Blvd, Suite 401, SeaTac, WA 98188 Attn: Recorder NOTE B: The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Ptn Tract 288, C.D. Hillman's Lake Washington Garden of Eden No. 4 NOTE C: It is our understanding that the proposed insured has requested a Homeowner's Policy of Title Insurance. This form of policy will be issued provided all the underwriting requirements for the Homeowner's Policy are satisfied and the necessary premiums are paid. Please be advised that extended coverage, which would delete paragraphs C, E and F from Schedule B Part I to this Commitment, is available in lieu of the Homeowner's Policy for an additional charge (additional underwriting requirements may also apply). Please note that while extended coverage is generally considered to provide more overall protection for the insured, the Homeowner's Policy does provide more protection than extended coverage in some areas. NOTE D: A flat Recording Fee will be applied to all residential transactions with the exception of Cash Sales and Relocations. Fees are $110 if a Refinance and $175 if a sale. Any excise tax charges are additional to the proposed fees (example: $10 for Quit Claim Deeds and Government Transfers). NOTE E: All matters regarding extended coverage have been cleared for the mortgagee's policy. Exceptions C, E and F shown in Schedule B herein will be omitted in said extended coverage mortgagee's policy. NOTE F: The records of King County and/or our inspection indicate that the address of the improvement located on said land is 1318 Kennewick Ave. NE, Renton, WA 98056. NOTE G: The Loan Policy to issue will contain an 8.1 (Environmental Protection Lien) Endorsement and a CLTA 100 Endorsement or equivalent. NOTE H: In the event of cancellation, a cancellation charge may be made. NOTE I: There are no deeds affecting said land recorded within 24 months of the date of this report. NOTE J: General taxes for the year 2013 have been paid in full: In the Amount Of: $3,921.76 Tax Account No.: 334390-3365-04 Levy Code: 2100 Land: $142,000.00 Improvements: $133,000.00 tclmmm END OF SCHEDULE B STG Privacy Notice 1 (Rev 01126109) Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information_ Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information Do we share? Can you limit this sharing? For our everyday business purposes— to process your transactions and How do the Stewart Title Companies maintain your account. This may include running the business and managing Yes No customer accounts, such as processing transactions, mailing, and auditing services, include computer, file, and building safeguards. How do the Stewart Title Companies and responding to court orders and legal investigations. collect my personal information? For our marketing purposes— to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your agent or lender involved in your transaction, credit reporting agencies, affiliates transactions and experiences. Affiliates are companies related by common What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in ownership or control, They can be financial and non-financial companies. Our Yes No affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company For our affiliates' everyday business purposes— information about your No We don't share creditworthiness. For our affiliates to market to you Yes No For non -affiliates to market to you. Non -affiliates are companies not related by No We don't share common ownership or control. They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non -affiliates as permitted by law. If you request a transaction with a non -affiliate, such as a third party insurance company, we will disclose your personal information to that non -affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices.] Sharing practices How often do the Stewart Title Companies We must notify you about our sharing practices when you request a transaction. notify me about their practices? How do the Stewart Title Companies To protect your personal information from unauthorized access and use, we use protect my personal information? security measures that comply with federal and state law. These measures include computer, file, and building safeguards. How do the Stewart Title Companies We collect your personal information, for example, when you collect my personal information? • request insurance -related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. Contact Us If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No.: 01148-24686 Page 1 of 1 ALTA Commitment (6117106) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: 4VV-<::D Countersignature Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 (206) 770-8700 stewart title guaranty company ..�tirt1,E IObgAA, TE X 119 .a" Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AN other uses are pmhibiled. Repnnted under license from the Amencan Land Title Association. File No. 01148-24686 004 -UN ALTA Commitment (6/17/06) Matt Morris President and CEO Denise G rraux Secretary CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule S, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000; 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< haQ 1/www.alta.org/5 All notices required to be given the Company and any statement in writing required to be furnished the Company shalt be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006.2004 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. N v t y" t ;0 other uses are prohibited. Reprinted under license from the Amenan Land Titie Assocualion. Fle No. 0 1148-24686 DD4-UN ALTA Commitment (6117106) _ . Stewart title Stewart Title Company 18000 International Blvd, Suite 401 SeaTac, WA 98188 Phone: (206) 770-8700 Order Number: 01148-24686 Title Officer: Chris Rollins Phone: (206) 770-8715 Email: chris.rollins@stewart.com Customer Reference: Nguyen & Bui SCHEDULE A 1. Effective Date: August 06, 2013 at 8:00 AM 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S POLICY, (02103110) Amount: To Be Determined (Underwriting fee - 11 %) Premium: Tax: Total: Proposed Insured: To be determined (X) ALTA EXTENDED LOAN POLICY (6117106) Amount: To Be Determined (Underwriting fee - 11 %) Premium: Tax: SIMULTANEOUS ISSUE RATE Total: Proposed Insured: To be determined 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to said estate or interest in said land is at the effective date hereof vested in: 5. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO EXHIBIT "A" LEGAL DESCRIPTION The East 105 feet of the North half of Tract 288, C.D. Hillmans Lake Washington Garden of Eden Division No. 4, according to the plat thereof recorded in Volume 11 of Plats, Page(s) 82, records of King County, Washington; Except the South 5 feet; Also except the North 142 feet; Together with an undivided 112 interest in the East 10 feet of Tract 288; Except the North 270.43 feet,- Situate eet;Situate in the County of King, State of Washington. COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL_ EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described (i), (ii) & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. C. Extended coverage exceptions as follows: (1) Rights or claims of parties in possession not shown by the public records. (2) Easements, claims of easement or encumbrances which are not shown by the public records. (3) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. (4) Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished imposed by law and not shown by the public records. D. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. F. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the United States Government, or riparian rights, if any. SPECIAL EXCEPTIONS FOLLOW COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL EXCEPTIONS 1. Payment of Real Estate Excise Tax, if required, The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1.78% and the levy code is 2100. 2. Owner's policy coverage to be verified through written instructions or a complete copy of the purchase and sale agreement should be submitted_ 3. General taxes: First half delinquent May 1; Second half delinquent November 1: Year: 2013 Amount Billed: $3,921.76 Amount Paid: $1,960.$8 Amount Due: $1,960.88, plus interest and penalty if delinquent Tax Account No.: 334390-3365-04 Levy Code: 2100 Land: $142,000.00 Improvements: $133,000.00 Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin_ Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http:l/webapp.metrokc.gov/kctaxinfo/. 4. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 5. Deed of Trust and the terms and conditions thereof: Grantor: Andy Hai Nguyen and Tram T. Bui, husband and wife Trustee: First American Title Insurance Company Beneficiary: Boeing Employees' Credit Union Amount: $177,400.00 Dated: September 2, 2004 Recorded: September 10, 2004 Recording No.: NOTE: THIS DEED OF TRUST SECURES AN EQUITY LINE OF CREDIT AND/OR REVOLVING LOAN. IN ORDER TO INSURE, THE COMPANY REQUIRES EITHER (A) SATISFACTORY EVIDENCE FROM THE LENDER THAT THE ACCOUNT HAS BEEN FROZEN OR CLOSED OR (B) EVIDENCE THAT ESCROW HAS SUBMITTED TO THE LENDER A LETTER SUBSTANTIALLY SIMILAR TO THE SAMPLE BELOW, SIGNED BY ALL BORROWERS ON THE ACCOUNT, THIS EVIDENCE MUST BE SUBMITTED TO THE COMPANY PRIOR TO THE RECORDING. REQUEST TO CANCEL REVOLVING CREDIT LOAN Dear Please freeze the loan amount to include only obligations incurred or draws I have made prior to and including the date of this letter under the terms and conditions of the above -numbered loans secured by the above -numbered mortgage or the surety instrument and cancel the revolving credit loan for future advances. I agree to cease signing all checks and/or credit cards and/or drafts. I enclose all of the above which I have in my possession. Loan/Account No. Sincerely, Borrower/Mortgagor Borrower/Mortgagor 6. Numerous judgments and/or liens appear in the record against persons with names similar to Andy Hai Nguyen, the effect of which depends upon his/her identity with said persons. An identity affidavit is attached for completion by Andy Hai Nguyen. Said affidavit must be reviewed by the company for determination of resolution of said matters prior to recording herein. 7. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 8. Easement and the terms and conditions thereof: Grantee: Puget Sound Power and Light Company Purpose: electric transmission and/or distribution system Affects: portion of undivided interest Recorded: October 22, 1934 Recording No.: , and :w 9. Easement and the terms and conditions thereof: Purpose: use and maintenance of road and underground water pipe Affects: portion of undivided interest Recorded: July 15, 1936 Recording No.: 10. Easement and the terms and conditions thereof: Purpose: road and underground water pipe Affects: portion of undivided interest Recorded: July 7, 1939 Recording No.: 11- Easement and the terms and conditions thereof: Grantee: City of Renton Purpose: roadway and public utilities Affects: South 20 feet Recorded: September 12, 1975 Recording No.: 12. Terms and conditions of survey recorded April 15, 1996 under Recording Number : _, . Said survey discloses but is not limited to the following: Fence on the North property line does conform to the true boundary lines. END OF SPECIAL EXCEPTIONS EASEMENT - TlifS 1ri5TRtMNT, grade this 81st day of . _ August _ 79 7S: by and betireen T. UX = and $+reams L. RiUm and ; . an0 _ — and hereinafter called "Grantor(s)," and the CtTY OF MENTON, a liunicipal Corporation of _ K1nS County, Washington, hareirtafter called "Grantee." C WITHESSETH: That said Grantor(s), for and in consideration of the sum of ; too 00 Ne C WS .paid by Grantee. and other valuable consideration.do ' Syse—presan .gran argain, sell, convey. and warrant unto the said Grantee," its successors and assigns. an eaSeWt for roadway and public utilities (including water and sewer) wish necessary appurtenances over,_throuyh, across and upon the following described property in King County, Whirtgtot, mere particularly described as follows: 1% south EO feet of tAw foTtoraW desaribed piwprr . Tho Float 105 feet of the !Porch 112 -of Trwt Woo Cr D. '�liarM'e zake IAashirsgton Gardw of W" Di.aajon 1Fe. 4, as per plat rewr*d.in Votmw 12 of plata, on page &8 reavrde of Ring County; HXt. 8T the South 6 feat; aaul:SdfM the Horth 141 ► ! fest; 4'Ofddl'HSH ilzl8 and -wdUq kd Va intefisst ix the &0 10 feat, of Tract 888; UC the Moro 870.03 fees; Suuxte ix the City, of &Wtm ak-tQ of. King, State of kwhivto- Together with a temporary construction easement described as: Said temporary construction easement shall remain in force during construc- tion and until such tie* as the roadway, utilities and appurtenances have been accepted for the operation and nintenance by the Grantee but not later than — S12 Dasoriptiorn: King,WA Document - Yoar.Month. Day. DocSD 1975.912,672 Page: Z of Ordox: O1148-24686 Comment: t i Said heretofore mentioned grantee, its successors or assigns, shall have. the right. without prior Notice or proceeding at law, at such times as may be necessary to enter upon safd above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore. provided, that sa[h construction, maintaininy repairing, altering or rtc0nstruction of said utilities shall be accomplished in such a manner brat the' private irproveaients existing in the right(s)-of-way shall not be disturbed or .araged, they will be replaced in as good a condition as they were immediately t,efore the property was entered upon by the Grantee. The firantor shall Wly use and enjoy the aforedescribgd premises, including C%1 the right to retain the right to use the surface of said right-of-way if such -use 1f7 does not interfere with installation and maintenance of the utilities. However, the grantor shall not eret: buildings or structures over. under or across the right-of-way during the existence of such utilities. qq This easawt, shall be'a covenant running with the land and shall be binding 117, on the Granter~, his svemsors, heirs and assigns, 6ranjors.covenaat that they are the lawful owners of the above properties and that they have i good at" ful right-eketute'tfiis a ,� /� and and STATE OF WASHIf1GTOU } SS COUNTY 4F KING 1, the undersigned, a notary gubls ;n and for the State of Washington, hereby certify that on thfs day of 797IE{iersonal7y appeared Pei ore and /. [ andf�.EtJ. and and ; to me known to be lRdividual(S) .described in ani w executed aoregoing- snstrLvmt, and ackrowledged that signed and sealed the same as ��free and voluntary act and deed. tre.uses and purposes therein mentioned. . Nofary Public iW and for t�tate�o Washington, residing at Description: Xd-ug,WA Documant - Year. Mon th.Day. DoclD 1975.912.572 ,page. 2 of 3 — --- Order: 01148-24686 Couunent: t . 3 . S HLED for Ward Ammm or_.._.._.. UN Ahmdw. - -Alwl- "�� bum SFf Ci N .2 3-p 0 4 R7 ta.. W V} I - f i i . :f 13080.r.iption: King, WA Document - Year, Pages:_ Month, 1975.912.572 3 of - .r Ozde: 01148•-24686 Comment: _ �_� a of uss revDk � �PU1 11�4�010 -t10o I- 3$M��1X._ Jul*TOO 0 91 24004.+ &OV B04, X•ftomX' *Ad Ilam BuAk We bx to p b bead Fearer & L*bt Com AY0 5 Maas oorp $4 89U (see below 614 � � ..... Hort H*Bvmkor Idna Bier I/kalt o,ut 92-54 by Hirt B.mer aUd X41* BuOer, )twr bot &award F. ThxiM6 up foot ex see a4 6 as rob 3-•35 (MI NP( l ' Iea# Oat 29-5444 oat 10-S4 #Io &ove neston Nill O mpary', a. carp ! to. Pulex Q4Qtm4 I?*wgr & LYgh# 'C�)MpWv 4996* *p : ovit ()c t 99-34 Diet 22-36 $1. &Qv0 Bert lf,liunkor .i.rd ;�unkar, hw 4 6677 .yr and F. T. Bunker and dart he Blmker, burr to.PiVt S�tcey�I�,�_f�z�d 'Poorer & i��,al�htt1Company, a Nass corp r --- The SaIg ft of Sj or Tract, 283 etd the 3 10 ft ct �i 5 ft of the HJ of Tract WS C.D.Hillmn's Lake rashington "arden of &den Add to S* DIV 14 aeO to tol 11 of nlawtt pg Bs: r-wo of ad Co A Sea 5 Tp 23 ar 5 inm The aeltar 1n 9 ft W and Dlt tho X In of ad it PA8. Togthr r.Ith they rt -»- ant Ss fora OX 2ad & 3rd pgfg etrieten Bert a Bra ker 9ftw Suaker Ma9rthat Buakor kow Cot 22.34 ty Bert H,Snal er and Man Sumter,,.. by mv# F.,,i'*jMmn� and Martha Bunker, hw bar Idaerd p.Th*iikg up for as rsa at a 'YOU 3-58 (*1 sp) .L:! MWt 06't 't FY'�A 00 12-34 Hoary R,Herold and Annette B,Her*ld, COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be compiled with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Note: Effective January 1, 1987, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder_ Format: Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 V by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. Information which must appear on the first page: Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. Abbreviated legal description (lot, block, plat name or section, township, range and quarter quarter section for unplatted). Assessor's tax parcel number(s). Return address which may appear in the upper left hand 3" top margin. COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II NOTES: NOTE A: In order to assure timely recording all recording packages should be sent to: Stewart Title Company 18000 International Blvd, Suite 401, SeaTac, WA 98188 Attn: Recorder NOTE B: The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Ptn Tract 288, C.D_ Hillman's Lake Washington Garden of Eden No, 4 NOTE C: It is our understanding that the proposed insured has requested a Homeowner's Policy of Title Insurance. This form of policy will be issued provided all the underwriting requirements for the Homeowner's Policy are satisfied and the necessary premiums are paid. Please be advised that extended coverage, which would delete paragraphs C, E and F from Schedule B Part I to this Commitment, is available in lieu of the Homeowner's Policy for an additional charge (additional underwriting requirements may also apply). Please note that while extended coverage is generally considered to provide more overall protection for the insured, the Homeowner's Policy does provide more protection than extended coverage in some areas. NOTE D: A flat Recording Fee will be applied to all residential transactions with the exception of Cash Sales and Relocations. Fees are $110 if a Refinance and $175 if a sale. Any excise tax charges are additional to the proposed fees (example: $10 for Quit Claim Deeds and Government Transfers). NOTE E: All matters regarding extended coverage have been cleared for the mortgagee's policy. Exceptions C, E and F shown in Schedule B herein will be omitted in said extended coverage mortgagee's policy. NOTE F: The records of King County and/or our inspection indicate that the address of the improvement located on said land is 1318 Kennewick Ave. NE, Renton, WA 98056. NOTE G: The Loan Policy to issue will contain an 8.1 (Environmental Protection Lien) Endorsement and a CLTA 100 Endorsement or equivalent. NOTE H: In the event of cancellation, a cancellation charge may be made. NOTE I: There are no deeds affecting said land recorded within 24 months of the date of this report. tc LAND OF SCHEDULE B Y k' STG Privacy Notice 1 (Rev 01126109) Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us_ This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information Do we share? Can you limit this sharing? For our everyday business purposes— to process your transactions and How do the Stewart Title Companies maintain your account. This may include running the business and managing Yes No customer accounts, such as processing transactions, mailing, and auditing services, include computer, file, and building safeguards. How do the Stewart Title Companies and responding to court orders and legal investigations. collect my personal information? For our marketing purposes— to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your agent or lender involved in your transaction, credit reporting agencies, affiliates transactions and experiences. Affiliates are companies related by common What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in ownership or control. They can be financial and non-financial companies. Our Yes No affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company For our affiliates' everyday business purposes— information about your No We don't share creditworthiness. For our affiliates to market to you Yes No For non -affiliates to market to you. Non -affiliates are companies not related by No We don't share common ownership or control. They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non -affiliates as permitted by law. If you request a transaction with a non -affiliate, such as a third party insurance company, we will disclose your personal information to that non -affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices] Sharing practices How often do the Stewart Title Companies We must notify you about our sharing practices when you request a transaction. notify me about their practices? How do the Stewart Title Companies To protect your personal information from unauthorized access and use, we use protect my personal information? security measures that comply with federal and state law. These measures include computer, file, and building safeguards. How do the Stewart Title Companies We collect your personal information, for example, when you collect my personal information? • request insurance -related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share our ersonal information in those instances. Contact US If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No.: 01148-24688 Page i of 1 A. � K r 1 AVON F I i t - 1 } Ann Q TWO. - 1 „ �,' '� ?�, 5 .'t ,�, y i's!�ki� -i` -!"• .k.': `[- z+p0 `S } ,"44 [• Ty - �y.i 'i� 5`i ii ly Y 'v sf �w 'r ,i�', -'-'fi,•' t� ti r fjo !a<y [ K k 'tee«. .� ;!.t i'y fiy-�• -k ;� _ i -� + �. r In jS :.� .'s SII$►3sO ;pay �7$� 't3�3 aid Q1. ON z Na 4�gy 4o.+ oa ape F�I��� tip': S V \ �., fbv thin at o,t tai-N 17 D eartIr Ea C �. tie co :af`d:.- :ON WHO SA pot 00 Tul �� fi� �d ,�a1����, ; �rtar.:� . `� 't.t e . 'tun a r.. d .:B ad 0- �$_ -Why . - L2 Ar ,4 *01�� ko gy.i `R 11IQ. � ' d r-ec13 3.n,_ical Gsi', $ loop; 1,rl ' On ' • i ow j J ] : 8 , �3 ' ' j� ; �i . 'r to l �` fiJ4. i�" . a k l t kh1U _b'sr' Z611h Ali -N. 400104 t a 'PreWOW rryC`.'jitry.;e - s i ,1 ia�l„�F,-.d _ w !;��' > '}' s�1' �,�;' -f �_ � � rod 3.fi,•� � } r .' - .. d { a w pit',?,°�N�` fJ:i MAR UnU rY; .AFh� i?�'w yaks Y �c�a`_r tirfJ raQ� # #v Y�y �.11h4+r��y/ +�RLt .'I' �•w� (�I�� {�r' 'r 3-- I- �-y JAR r5% �'4F ! T-�F F. 4.t i!- l gJAMOV r Y °a - r- y r �� - r•- i. II 4 r g r: -J .. I.— g O.F.-.RM ;K M,M XI M 917: C=- � -q--, 9 0 cu o 1. �w�� 05 44 M� Nate -, ;.. MEDA-CIAN F- LOT SURVEY CRONFS & ASSOC. ,�I. � J-1 — mllye6 -L L NC� �1'11 - RECORD OF SURVEY 1AND SURVEYORS 5 — 11 fcNG cvwly WA9WJ'Md][j�' ww —mww N get'.'5 � ._-. _ -- - - _- •Hard :� w, _ State of 7laahin�t�. and eroirr.na, a YIIt erY Puolii, a� hereby certify Shat on thio'--dl-2f d4iy�j 1423-peC801i ;.-' A A nuruurnt cef urs aa caca1_r" Hardlaan, a apinster, to me Known to bo the SndlVidual td9'-c- ..rit�z and wbo, axoc,.t'ad tna thin insstrAment, end actnasrlad$ed t'uxt she eIgncd_8&1i aenlad the seme'6p i6P=free ani -^L vo;.unt a*y Wand deed for the u8aa end purpoeas therein mentioned.- - - ial seal this 7th day Of July A.D..1923. G Ivan under :y hN.nd and offic -- - mark Y. Litahman 1S¢r, :, 19E?•} Notary -i'nblic-in and for the {Gen:. Wiz._Stete of"-trliah- ineton, reeidi.ng.-at-Geoids. Filed for reg Mrd at reGuae_ ssf Grnntea. July -12; 1923, at 31 in D. 8, Ferguson, County Auditor qPG�N - 1759202 Leo- F.-♦;raaaluy et ux - -- — To git]t Claim Dead The Brawley Latate I:er..paay - 'nig GRAMRS, Gertrude F. Brawley end Lbs J. Brawley of Seattle in the -Cc tuaty of Kin$ and State of Washington, for the consideration of One and 00/140 Dollars, In hand paid, eoovey a16d=quit-aali� ts- The Brawley swtate Cowpony, of the County of Kiag, in the $tete of ftablogton, all interest. to the-sg�,- -- I"Ing describes Real Estate; Ali undivided one-half into eat fm -lot eight (8) Block three hundred two (302) ltep of BeattIe-TE- '--` lands, 4tuated in the County of xisg, State or Bashingten.- Dated this ::9th day or dune, 1903, f - - Gertrude F. $rasgeyiSaal) State of Washington - - - Is. --- I County of King-.-._....-� I, the uedsruigned, a Notary Public, do hereby certify that on this -Mh-day of -June 1983, person' ally apposred beforo me 0ertruda F. Brawley and Lee J. Brawlay , to ma known to. be_-the_,individuals don- 0 es- ` 0ilbsd in a ad who executed the Within ]getrument, and acknowledged that, they'signed end eeeled-the=aane- - 4 _ _.au th8i.r frea-and Volanteiy^ at And deed, far -tela 5sea andpurposas therein -mentioned. r (liven under my hand and official seal thin 29th day of June, A.D. 1923. (Lr,m.o, Notarial Seal) Rloan6 L, Scharr (Coss. ZW.--Oct. 6, 1925) - Notary Public in and for the State of Was ington, roe Idi-n& at Ionit1a File.i for record at request of 'xsehington,Title Insurance Company, July 13, 19x3, at 29 min past 9 A.U, S �A D. Z. Ferguson, County AudiVr 1759507 Very Craemer- Tv Warranty Dead - — Henry W. Craemer TEE (jmANTOR, khry Craamer, a widow, for and In consideration of the,sum -_gf Cne BO11 X11.001n hand paid, eonveys and warrants to Henry A. Crasmer, her son, the following described re4 a st,ati_9It'i-...-.- uµtod in King County, Raahinfton, to -wit - .he NGib half (liz) 1000 the south five feet thereof, of Lot 268, C.D. Hillmanr's-lake-'Wash]ngtod Gardon of Sden Addition to Seattle, fiivision-No. 4. together with en easoment of right of way across the south half Of said tract] whish right Of ray shall-}- _ be 1C feet in width, and maybe laaated upon bald south heli in much place As may be hereafter -agreed ' - �' between the owitorm of the two parts of said traot. Subject to a mortgage for 41500.00, whish gran ve aasuaea and agrees to pay. This deed to endo far the follo.ina purposas and under the fallowing conditions. - BtMUS 4he late Henry Crasmar, Sr-, now deceased, husband of the and fst!<or_ of -the; -' grantee, by hie will bequeathed to tl:a grantae herein the sun of ZI000.00 over lkad abode the share Of -the other two children legatees in said will; and — —�` 4A''. It is and*jaiQod sad-agroetl is mads for UOURurpooe cf- sad u an sdvanoamont of said bequest�iT the teCmp_of said +111. _ r`-.,�-' F It is further-u»derstwd snd-agreed that the grantss;� here -as. d 4anditipn pF��!d u t�si deed, pay er Cause toba-pfid to #he,graatar or hsr order--shufp j Y ear daring her life, the said sum being interest at 6� upon saidadviinoaaaat x� Ili?TNkSS-YAi6R60J;- Lhe grantor -has hereunto eat her hand end- oral tares- Ltir d0.j1: of 9 tatrrl�; Mary Creamer (SCSI) T State of MM"Kibgton 7if' County ar King -THI6 IS To CERTIFY, that Qn this-bth day or ootober, 1922, bofort-AV,Ahe Publle in and Far the State of Washington, duly oaa�iweianad-ee.tl evorn, yprsoaallp..oaws�lM OraeDer Yr aiidd - ;r7do■, to me known to be the individual described in and Rh^ wSeCutedthe within ldstr►uellrt� M t she signed and ACMIad the Dame as her fret and- ledEed to me thaw7.untary aaL end aped fes ha u+a+ - -dad Nr}waas therein montiodod. — — IYITNR55 my hand and official seal the day and year in this aertitiaate first above w'ritteo ;- — Ned Roney (;i.R. NotaTaT Beal} 3u, 1925) -Notary Publid in d for the State of Mashing, ti (con- Es, Sept. an residing at Same• - Filed dor record at request of Grantee, July 13, 1923, at 33 m'in past 9 A.M. p. S, Ferguson, county Auditor OR 17b9253 Nervy Andorsen at, un Warranty Deed To - - John J. Giarko J -Aar, --_TF[i5.-1p{AaiSflliVk. Ifade- thee 15th day of June, &D. 1923, between Henry Andeise0 ac t __ - i-- 7 Y; -partite af.:tlrb"flTgt-pa , Andersen, husband A0d wife, at all times siaos acquiring the withi#1 propOrt F 4 and lops i_ rzs.-ygF 01.Seattle, Wash., party-01--_the__aee��=-: $ITNESSETlt; That tits said partied or the first part, for and in oongIderaSivst of the CULT -4011 Dollars and other eonaideratian, lawful money of the United -States, to them In hand paid_by party of the second part, does by these presents Gr.nt, aargai,r,5ai1 Cunvsy.axid:4A5[� th��Raid.'� party Of the eec,od part, sad to his heirs and eseigpe, ih6 following dercrlbad real estate tY: O_ U,';'T"� the County of K3ag; State of Washington, to+wit: Lots Twelve (12) and Thirteen (19) in Slack 'Three (3) ia"RLinlsr Addition^ta.tlr;-airy-.vlr8eattie`s ae aha�ro by the reacrdad plat of Bald lidditlnn Sp the County Apditor■ Office of Icing Oeunty.,_>ta6h�l?1g{.0 - 'f4 HAVE AND TO HOLD, the paid promisee, together with all their, appurteoaae6s_.pnt0. the -V Y of i the eaeand part and to hip helCa sod-aaalgas forever; Lad the said parties of Atha--%zat la -rt, IPF` -t solves _sad for ,theft heirs,, exacutore and administrators, do hereby-ooven-at- ts..and -With the-vaid-art of the second part his heirs and aaeigns that they art titsownersin- fee that they are free from all imcumbrandes exospt taxes sad aasea "A" againat-said lots at-thl* twwe- that they will AARfiANT ArM DEFEND the title thereto against a-11 lawful claims nhateosver-excoyt' befekej, mentioned taxes and aaeessmante. -st' --- _ t partles.of the firpart have haroantc sat their bAn" and 6081. 04, 1N WITNESS YI}EABOF, the sni the day and year in this indenture first above xritttd. —- Signed in the )rs9anCQDf Henry Anderson (Stag) - - Y-- --- C. B. Glaueutine. Andersen (8661) Pstargo State of Washington )t6 _ County of ging — I, ;. E. Peteruon, a Notary Public in and for said .State, do hereby oertiir that ap tbis-St1 d*r - of June A. D.19ZS, 96reona;ly appeared before as Henry -Andarsan arrd_ClaanBntina Aaderaea,_hWebaad and wife, of Taeamm, to me known to be the individuale des-aribed-io and -who exeented 06 Mi"in inatruseat___ ad and aealed the vam"a their fres and and saknowlodged that they sign9mla>:tary�ao as d6ed;-tv r uses and purpasee_ therein mentioned. --_- IN BITHIpSB WHSnog--1 have )earoun4o. set my hand axed sit_ ixed my offlialKLA29L his eartifivete firm#. AhQvs writteA, E, g. Peteraa� C..E.P, Notarial Seal) Notar Public x► end for tb6.Mats rf`Ireeh3Rg- yyGom. ix May 29, 1424) FesMy idipg a '11tR uid Ooant - _ attaohao and cancelled) nil f'= 9r aa oa expires Spay -F8.1984 ry} r r .rte "ay4 ,.a StB to of Y�eshington - 4W4:f - County of King THI5 I3 TO CST,TLIY,Thot on this 9th day of April, 1928, bafera nef the uutddrsignad,_ecNotary in end for the State or ]Tashington,.duly.00mnisaioned and awurn, pereohally-'aame:Nn%}�Ax%"eujer� a�Nid � - Frederick C.. Parka, and Minna S. Parks, his -ife, Henry R. Craater.and Rose Orsett'--erg hilk-m— ,.. to 7117! to be the individuals donoribed Ln end orho excouted the within." ithin ingtrumsnt+ and aekntmledged:-Eo aignod and sealed the same as their _-- en�va5mtery act and --Nor the-uses end pm pce0e�6� tr -- --- riontioned. r Pp Witness my hand and official Beal—the day ihd"year in this oe_rtitiaate rt at above;Viritton.L (N.R.Notarisl Sea]) N R11 . • `�` Ned easy (Com. rue. Sept. 30, 1928) Notary publio in and forlthe Btete ington, resitting at Filed for rapord at request of are". B, yl. ,Creamer. May 1, 19E80 at 42 Ain poet 9 A;ly ER A. E. Fergyeon,-09inty Auditor = r� 177411 6harlee T. Reilly - - To llarranty.Deed J. T. L. Campbell at al --- STATOTDCY T.'AR::1,lfTY DEQ - - - - THE Gf1HTC*, Chariea T, Reilly, a bmchelor, for -and in oonaidaration of Thirteen 11%mar6d B�.,A-, no/10D DoIIars, in hand paid, convoys and wurronte to J. T. L. Campbell and Robert n. Porbaa, iLe'follo- ' g described real estate, situated in the County of King, State Qf 1laehington; - Lots twenty seven (27) tnenty aieht (28) and twenty nine (29) in block nine (9) Upoeition-leighte _ Addition to Seat,Tv Fran and clear of all inounbronees of every nautre, except 1928 taxes end aaselsonent .T levied since August 1926. - - Dntod this 26th day of April, A D . 1928.- - - Oharles 7. Railly Santo of Amskiington County of Pierce On this 26th day of April, A.E . 1926, before ire, the underaignad, a Notary Public in and forihi"4 tit u,^ Washington, duly oommiesionod and swum, personally appeared Charles T. Reilly, a baoheler, to sae to be the individual doseribad in and who executed the foregoing instrument, and smlmovledged:to nae }flat ' he ai Vind and sealed the said inatrmsont, an his free and voluntary not and deed, for the uses and-pltrppa ■::'- therein tnnntioned. Witness my hand and ofricial seal hereto affixed the day and your in this aertirigato above Written (M.J.B.J.Notsrial Seo]) Martin J_ B. Johnson - (Cam. Rx. Juune 16, 1929): - Notary ,Public in and ror the State Of %D" ington, residing at Taoema'. - F#led far record mt regUest of Washinpton TMt-Tneuranoa Company,, 1986, at 47 min_ pia* t'k,. , Y Fargueon, 00unty Auditor 177413 Frnnk Hurray - To Warranty Dead - -- - 11, B.Roinerteen 718 GRANTOR, Frank Murray, all lois mole and separatu estate, for and in consideration eft;" 6Y 4f.P..B. Dolle.re in hand paid, convoy end warrant tc U. B.Reinertsen, a married man, the grantee, the 'f'olla a:- - dosaribod real ostate: North thirty (30) feet of mat fifteen (15) feet of lot twenty one (21) and the north-,},Mp�{$��:;'`:t' fact ,f late twenty two (22) twenty three (23) and twenty four (24) in blopk one hWKred_tnenty-s09'eii ; Supplemental Plat, Woodland Park Addition to the City of Seattle, situated in the County of Hing, State of Washington. Doted January eighteenth A.D."1926. - --- Signed in prcaenoe of:_ Pte¢ Murmy State of ]'lashinxton- )as Couhiy of King �• THIS IS TO CERTIFY, That on thio eighteenth day of January, A.D. 1926, before mWaler-A•. Moes' ,. a Notary publio in and for the State of'Agwshington, duly cosmiaelaned and sworn, peraamally _ �r Murray, to me ]mowh to be the individual doearibed in, and Who exaouted ths_wit}rin iaetrf 011E�. apd.�}O j ledged to me that the signed and sealed the Same as his free and voluntary aot and daedi::por stbea ape Purposes therein mentioned._ flitness m hand and official se 1 the da and ar in this oertifiaate:lj t abo y 4 Y Yq re w 7►rlt'"r ` GEOSPECTRUM CONSU&ANTS, INC. c3c�fechnica►i Enc., ineerinp wind Ecirti-r Scienc September 5, 2013 Mr. Kyle Miller KRRV Development, LLC P. O. Box 908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed 7 -Lot Shelden Plat 1318 Kennewick Avenue NE & 1316 Lincoln Place NE Renton, Washington Project No. 13-120-01 Dear Kyle, This report presents the results of our geotechnical evaluation for the site of your proposed new residential development on the subject properties. The purpose of our work was to provide geotechnical engineering evaluations of the site and geotechnical recommendations for the residential development including design of foundations, site grading, erosion control and site drainage. Our work was performed in accordance with the scope and conditions of our proposal dated July 22, 2013. A site development plan prepared by Offe Engineers (see Figure 2) was provided to us and was used as a reference for our evaluations. Based on our review of the plans provided and discussions with you, we understand that the subject two properties will be divided into 7 new lots and the development of the new lots will include new 2 -story or 3 -story wood -frame residences supported at grade (no basements) on each of the new lots. The structures will likely include ground level garages with slab -on -grade floors. The ground floors of the residence structures may be raised floors with crawl space or may be slab -on -grade. Access to the new lots will be via a driveway on the north side of the property connecting to Kennewick Avenue NE as shown in Figure 2. No structural load information was provided but based on our experience we estimate that bearing wall loads will be in the range of about 2 to 3 klf and maximum column loads will be in the range of about 10 to 20 kips. If actual structural loads exceed the above values by more than 25%, this office should be notified. Review of the Renton COR Map Sensitive Areas overlay indicates no Erosion Hazard, Seismic Hazard or Coal Mine Hazard at the site. P. D. Box 276, lssoquoh, WA 98027-0276 - Phone: (425) 3914228 Fax. (425) 391-4228 KRRV Development, LLC SCOPE OF WORK September 5, 2013 Our geotechnical evaluation included review of geologic mapping, site explorations, engineering analyses and evaluations and the preparation of this report. The scope of work included the following specific tasks: o Review of published geologic mapping of the site vicinity. o Performed a reconnaissance of the site as well as observations of the adjacent developed lots. o Observed and logged six test pit explorations within the two properties (see Figure 2) to depths up to 4 feet below existing ground. Logs of the test pits and results of field and laboratory testing are presented in the Test Pit summaries of Appendix A. o Performed geotechnical engineering evaluations of the proposed site development and developed our geotechnical recommendations for foundation design, site grading, drainage and observations during construction. o Prepared this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS The property is bordered on the north, east and south by developed residential lots At the time of our field exploration (7/24113) the properties were developed with the residences and out buildings as shown in Figure 2. The topographic mapping included on the site plan of Figure 2 indicates that the subject site area generally slopes gently down to the west/southwest with an average gradient of only about 7+ percent and gradients in localized natural areas range from about 6 to 8 percent. In addition there is an existing minor cut area east of the existing barn on the 1316 Lincoln Place NE property with gradients as high as 20 percent as well as existing fill mounds up to about 4+ feet high in the northeastern area of that property (see estimated fill limits on Figure 2). The site was generally well vegetated including lawns, shrubs, fruit trees and trees around the existing houses. The eastern half of the 1316 Lincoln Place NE property was undeveloped and heavily vegetated with grasses, blackberries and trees. We did not observe any seeps or springs or evidence of current or past erosion on the site on the site in general but much of the ground surface was not visible due to heavy vegetation coverage. Project No. 13-120-01 Page 2 KRRV Development, LLC Subsoils September 5, 2013 Our evaluation of the subsurface conditions was based on our observations of our six exploratory test pits within the site plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of the test pits are presented in Appendix A. Subsoils encountered in our test pits were found to include weathered natural glacially consolidated soils as well as outwash deposits. Natural soils encountered at the test pit locations generally were silty fine to very fine sand with some medium to coarse sand and gravel. Subsoils observed in TP -1 and TP -2 within the 1318 Kennewick Avenue NE property as well as TP -3 in the western half of the 1316 Lincoln Place NE property were generally dense to very dense at the surface to the depths explored. Subsoils in the eastern half of the 1316 Lincoln Place NE property (TP -4 through TP -6) included a loose layer about 2 to 3 feet thick overlying medium dense soils at depths ranging from about 2 to 3 feet below the natural surface becoming hard and cemented at greater depths. Ground Water No ground water or seepage was observed in any of the test pits. Subsoils were generally slightly moist to moist becoming moist near the upper surface of the hard cemented soils. The measured moisture contents of the soils generally ranged from about 5+ to 16+ percent. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Care should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. Project No. 13-120-01 Page 3 KRRV Development, LLC SITE EVALUATIONS General September 5, 2013 The referenced geologic map of Figure 1 indicates the site to lie across a surface contact between glacial till (Qt) soils in the western site area and recessional outwash sand deposits (Qys) near the east end of the site. The Qgt glacial till soils are highly consolidated, heterogeneous mixtures of sand, silt, clay and gravel soils deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. The recessional outwash sand deposits (Qys) are indicated to be typically loose, fine to medium sand soils that were deposited by melt water streams from the retreating glacial ice during the recession of the Vashon glaciation. The Qys deposits are indicated to be no more than 20 feet thick and are underlain by very dense glacial till (Qt) soils deposited at the base of the Vashon glacial ice. Based on the soils observed on the site and review of the referenced map, it is our opinion that the subsoils underlying the 1318 Kennewick Avenue NE property and the western half of the 1316 Lincoln Place NE property are most likely glacially consolidated glacial till deposits (Qt). Subsoils in the eastern half of the 1316 Lincoln Place NE property are most likely a thin layer of recessional outwash sand deposits (Qys) overlying glacial till soils at shallow depths of about 2 to 3 feet below the natural surface. The site also contains some fill deposits which could be imported soils or related to the existing onsite cut area observed east of the barn on the 1316 Lincoln Place NE property. Limits of the observed fill are approximately shown on Figure 2, but there may be other localized areas of fill as well. Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions are suitable for the proposed development provided our recommendations are followed. Hazard Assessment Landslide: The geologic map of Figure 1 indicates no mapped landslides within the site vicinity and our site observations indicate the site is currently stable. Most of the site has gradients less than 8 percent. Considering the gentle slope gradients of the onsite natural slope areas and the observed glacial till subsoils, it is our opinion that the potential for future instability of the natural soil areas on the site is very low. Considering that the maximum height of the existing cut area is only about 4 to 5 feet and the fill mounds are only about 4+ feet and will be removed during construction we conclude that the landslide hazard of these features is insignificant. Project No. 13-120-01 Page 4 KRRV Development, LLC September 5, 2013 Erosion: The Renton COR Maps Sensitive Areas overlay did not indicate the site is within a Erosion Hazard area. We observed that the site is well vegetated and we observed no indication of any seepage or concentrated water flow or current or past erosion on the site except within the existing drainage swale. Based on our site observations and explorations it is our opinion that there is no unusual erosion risk at this site and any potential erosion potential resulting from development will be mitigated by our recommended grading procedures and drainage/erosion control measures and by final re-vegetation/landscaping incorporated into the proposed development plans. Coal Mine: The Renton COR Maps Sensitive Areas overlay indicated no Coal Mine Hazard at the site. Seismic: The Renton COR Maps Sensitive Areas overlay indicated no Seismic Hazard at the site, however the Puget Sound region is a seismically active area. About 17+ moderate to large earthquakes (M5 to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28101 M6.8 Nisqually earthquake and it is our opinion that the proposed structures will very likely experience significant ground shaking during their useful life. Based on a recently published study the site lies at about 2 miles south of the south edge of the mapped location of the Seattle fault zone which is about 3 miles wide at that location. Another recent study of the Vashon-Tacoma area presents evidence for the east -west trending Tacoma Fault which is indicated to pass through the south end of Vashon and the middle of Maury Island about 10 miles southwest of the site. The study suggests that the Tacoma Fault and the Seattle fault may be linked by a master thrust fault at depth. The site is also about 19 miles southwest of the estimated trace of the South Whidbey -Lake Alice fault. Both the Seattle and South Whidbey -Lake Alice faults have postulated maximum credible magnitudes of 7.0 to 7.5. The Seattle fault has been documented to have moved at its west end (Bainbridge Island) about 1000 to 1100 years ago and evidence of movement at the east end has also recently been documented. Some experts feel that the recurrence interval between large events on the Seattle Fault may be on the order of several thousands of years but our calculations indicate it may be on the order of 1200 to 1400 years. The activity of the documented Tacoma fault is considered to be on the same order as the Seattle fault. The recurrence of a maximum credible event on the South Whidbey fault is not known but some experts have assigned a recurrence of about 3000 years, however smaller events will occur more frequently as evidenced by the 5.3 event on May 2, 1996 which was attributed to that fault. In addition to Puget Sound seismic sources, a great earthquake event (M8 to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 313 years ago. Project No. 13-120-01 Page 5 KRRV Development, LLC September 5, 2013 The 2009 International Building Code (IBC) adopted by the City of Renton requires consideration of a spectral acceleration level with probability of exceedance of 2 percent in 50 years for seismic structural design. This corresponds to about a 2475 - year recurrence interval earthquake ground motion. Based on the short period spectral response accelerations presented in Figure 1613.5(1) of the 2009 IBC, adjusted as per equations 16-36, 16-38 and factored as per section 1803.5.12(2), we estimate the IBC peak ground acceleration for soils and foundation design at this site to be about 0.398. Please note that the 0.398 peak ground acceleration includes the additional reduction factor of section 1803.5.12(2) and is not intended for structural analyses. We recommend the site be considered a Site Class D for structural design. Secondary seismic hazards due to earthquake ground shaking include induced slope failure, liquefaction, lateral spreading and ground settlement. Considering the lack of ground water and the very dense/hard nature of the soils recommended for bearing at the site, it is our evaluation that the potential for damage to the structures due to liquefaction, lateral spreading and settlement is very low to nil. The potential for seismically induced shallow failures on the site is also considered very low. Structure Support Considerations The existing onsite fill soils and loose weathered soils are not considered suitable for structure support. In our opinion all foundations should penetrate through any existing fill, topsoil and loose soils to bear on undisturbed very dense/ hard natural soils. The undisturbed very dense/hard natural glacial till soils encountered in our explorations should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 1 to 3.5 feet below the natural ground surface at the site. Conventional spread footings are considered appropriate for support of the proposed structures considering that bearing soils will generally be at shallow depths. We have included recommendations for spread footing foundations in this report. Project No. 13-120-01 page 6 KRRV Development, LLC RECOMMENDATIONS September 5, 2013 The following subsections present our recommendations for design of foundations, retaining walls, site grading, drainage control and erosion control. Also included are recommendations for plan review and observations and testing during construction. Spread Footing Foundations Conventional spread footings founded on undisturbed very dense/hard natural glacial till soils should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 1 to 3.5 feet below the natural ground surface of the site. Continuous wall footings should be at least 18 inches wide. Square footings for column support should be at least 24 inches wide. Footings supported on undisturbed very dense/hard natural glacial till soils may be designed based on an allowable bearing pressure of 2000 psf. All footings should be founded at least 18 inches below the lowest adjacent final grade. Where the natural bearing soils slope, the footing excavation should be stepped to maintain a horizontal bearing surface. If deep fill or other unsuitable soils are encountered, foundation loads may be transferred from the recommended minimum foundation depths to the recommended very dense/hard bearing soils by a monolith of lean concrete having a minimum compressive strength of 1000 psi. The width of an un -reinforced lean concrete monolith should be at least as wide as the footing or at least one-third of the monolith height, whichever is greater. Reinforced monoliths should be designed by a structural engineer. A suitable width trench should be excavated with a smooth edged excavator bucket (no teeth) to expose the dense/very dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. The estimated settlement of a 18 -inch wide continuous footing carrying a load of 3 kips per foot is on the order of 114 to 112 inch. Our settlement estimates assume that foundations are supported on undisturbed very dense/hard natural bearing soils and that all fill and loose/disturbed material is removed from the bearing surface prior to concrete pour. Maximum differential settlement within the proposed structures is expected to be 112 inch or less. Settlements are expected to occur primarily during construction. Resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.45 may be assumed with the dead load forces in contact with on-site soils. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of Project No. 13-120-01 Page 7 I KRRV Development, LLC September 5, 2013 footings poured against undisturbed medium dense natural soils or properly compacted structural fill. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of footings or grade beams poured against existing loose soils. The vertical and lateral bearing values indicated above are for the total dead load plus frequently applied live loads. For short duration dynamic loading caused by seismic or wind forces, the vertical bearing values may be increased by 50 percent and allowable lateral passive pressures may be increased by 33 percent. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.15% of the wall height. Design of wall foundations should be in accordance with the recommendations presented in this report. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free -draining granular material may be based on an equivalent fluid density of 40 pcf. These pressures assume that there is no water pressure with the wall backfill. An additional uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.27 times the uniform vertical surcharge load. Static design of walls supporting horizontal backfill and structurally braced against movement should be based on an equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free -draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.43 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading. Dynamic soil pressure should be assumed to have an inverted triangular distribution. Based on a 0.39g IBC ground motion level the dynamic soil pressure at the top of the wall should be at least 25H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Gare should be exercised in compacting backfill against retaining wails. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and Project No. 13-120-01 Page 8 KRRV Development, LLC September 5, 2013 compacted with hand -operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading". Design wall pressures given above assume no water pressure behind the wall. We recommend that a drainage zone be provided behind all walls and a adequate drain system be provided at the base of the walls. Wall base drains should consist of a four - inch diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 314 to 1-112 inches. As a minimum, the drainage zone within the upper wall should consist of a Miradrain drainage mat or equivalent attached to the wall surface for the full height and embedded into the drain gravel at the base of the wall. As an alternative a sand drainage zone could be placed the full height of the wall with a horizontal width equal to at least 1 foot. Backfill within the drainage zone should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. The drainage zone backfill should be capped with 12 inches of silty soils to reduce surface water infiltration. Site Grading Site grading is expected to consist primarily of minor cut and fill grading and retaining wall construction to create level pads on the proposed lots, excavation for proposed foundations and subgrade preparation for slab and pavement areas and utility trenches. Onsite granular soils cleaned of debris and organics are considered suitable for use in general compacted fills but in our experience the onsite glacial till soils will be moisture sensitive with regard to grading and compaction characteristics. Grading should be scheduled for the late summer months if possible. Wet weather grading may require the use of imported clean granular fill soils which are more easily compacted at higher moisture levels. Recommendations for site preparation, temporary excavations, structural fill, subgrade preparation, site drainage and trench backfill are presented below. Site Preparation: Existing vegetation, debris, fill soils, and loose or organic natural soils should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Stripping in subgrade areas is expected to average about 1 foot. Soils containing more than 1 % by weight of organics may be used in planter areas, but should not be used for structural fill. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the site. Subsoil conditions on the site may vary from those encountered in our test pits. Therefore, our office should observe the prepared areas prior to placement of any new fills. Project No. 13-120-01 Page 9 KRRV Development, LLC September 5, 2013 Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine existing structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Based on the subsurface conditions encountered in the test pits, it is our opinion that sloped temporary excavations may be made vertically to depths of 4 feet or less. Excavations up to 10 feet in depth should be sloped no steeper than 1:1 within looselmedium dense soils and no steeper than %:1 (horizontal:vertical) within the un- weathered, hard cemented natural glacial till soils. It should be noted that the contractor is responsible for safety and maintenance of construction slopes. We recommend that cuts over 4 feet in depth be covered with visqueen tarp to help control ravelling and sloughing. Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of the slope or within a 1:1 (horizontal:vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be maintained near optimum, excavated onsite soils cleaned of organics and debris may be used for general structural fill but the onsite soils are expected to be moisture sensitive and during the rainy season the soils may become too wet for practical compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris should be removed prior to placing fill or backfill. Structural fill should be placed in horizontal lifts not exceeding 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557 test method. Imported granular fill should consist of clean, well -graded sand and gravel materials free of organic debris and other deleterious material. Imported material for wet weather grading should be a sand/gravel mixture with less than 5 percent fines based on the sand fraction. Permanent Slope Desi All permanent fill slopes should be constructed with properly compacted structural fill. Permanent fill slopes and cut slopes exposing weathered natural soils should be made no steeper than 2:1 (horizontal: vertical). Permanent cut slopes that expose very denselhard cemented glacial till should be made no steeper than 1.5:1 (horizontal:vertical). All vegetation, debris and weathered soils should be removed from the proposed fill slope areas and the exposed dense natural soils should be cut to create horizontal benches prior to fill placement. Final graded slope areas should be immediately covered with a temporary surface covering such as straw mulch or other suitable erosion resistant material and should be planted with grass and deep rooted plants to provided permanent erosion control. Project No. 13-120-01 Page 10 KRRV Development, LLC September 5, 2013 _Slab/Pavement Support: Slabs -on -grade and pavement should be supported directly on undisturbed dense natural soils or on properly compacted structural fill over dense natural soils. Where unsuitable soils (existing fill, loose and organic soils) exist at subgrade level, subgrade preparation should include excavation of the unsuitable soils as required to expose dense natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557 maximum dry density in pavement and driveway areas. It should be noted that where the proposed slabs cross a fill/natural contact line, there will be a high risk of cracking. Risk of cracking can be reduced by placing construction joints at the contact and by proper steel reinforcement of the slab. Interior concrete slabs should be underlain by a capillary break consisting of a polyethylene vapor barrier of at least 6 mil thickness. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Bedding material should extend from six inches below the pipe to six inches above the pipe. Where conduit underlies pavement or slabs -on -grade, the remaining backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. If imported granular fill is used for trench backfill it should be capped with 12 inches of onsite silty soils. Drainage Control Surface drainage from the site and adjoining upslope areas should be controlled and diverted around the development area in a non-erosive manner. Proposed lots within the area of the existing swale will require a culvert or other drainage conveyance to carry surface and subsurface water. Adequate positive drainage should be provided away from the structures and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior foundations. The drain should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of washed drain gravel per lineal foot along the base of the foundations. The drain gravel zone around the pipe should be encapsulated with a membrane of Mirafi 140 filter fabric or equivalent between the drainage zone and onsite silty soils. Project No. 13-120-01 Page 11 KRRV Development, LLC Erosion Control September 5, 2013 Although we observed no evidence of erosion, onsite soils are expected to be erodible when disturbed and exposed to concentrated water flows. Siltation fences or other detention devices should be provided around the downslope side of the disturbed site area and soil stockpile areas during construction to control the transport of eroded material. The lower edge of the silt fence fabric should have "J" shaped embedment in a trench extending at least 12 inches below the ground surface. Surface water flow should be collected in area drains and tightlined to the storm water system, no water should be discharged on the site unless via a properly designed and approved infiltration/dispersion system. Exposed final graded soil areas should be planted immediately with grass and deep rooted plants. Plan Review This report has been prepared to aid in the evaluation of this site and to assist the architect, structural and civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing Durin-q Construction Recommendations presented in this report are based on the assumption that soil conditions exposed during construction will be observed by our office so that any necessary design changes or supplements may be made. Foundation excavations should be observed to verify that they expose undisturbed very dense/ hard bearing soils and that excavations are free of loose and disturbed materials. Subsurface drainage provisions should also be verified by our office. All structural fill and slab/pavement subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. Project No. 13-120-01 Page 12 I KRRV Development, LLC CLOSURE September 5, 2013 This report was prepared for specific application to the subject site and for the exclusive use of KRRV Development, LLC and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM CONSULTANTS, INC. James A. Doolittle Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-120-01 DO Q� wasy�, -K3 EXPIRES 3x93! { Page 13 Colerr)An Point N Qt Qa i'*;� ! (. '—'..� ^tip .7�. �� � �•�Y �,e_•'- ^' r_ -'k"' - ' cif/ 4/.-�11 'S .. it J k?� s '�-' ',� td\• ..�,�. f Sti ie.-• �I �•. . r • ` �� 1•: , 1 1 ,., ` 1A \' ' 4 `" , t .� ._ .._ 1. •'` 4 x e - .,_ i,' 0'ti ,. E y SIT s e. v �4• NA IJ .y` -•� F. „�f"„ !A 1�. -: �'an� �� {,rJ �`ti.4• � !l ��;i � � �ys Z * k" r, ' rrr. 1� /'fit S .l k j `:y 4 Flt % ! •:l 1'x.1 �,:1 r .�4, k e. ; I Q _' h 11 _ _:il I ti •r _ - 1 it s` 1 1111 Qa } ? REN''/�'Y� , ''! 1 1 y7j1 six tom• 4 �- - -$� S `f _ ' � qy ,II , • � � � ..7 � , 4 yy IlltE � �• � Q `' �t"•5' • `• '" 1 .:."�; } . •(�� ! E�f -t ll�*; C�,�' ?fit*, '• , /n ,-� r Philo :', / , •, ' YI F•-�R�'C R-, rrl �j � , 11 '`, i Vr :..::' R•. ski.. " p1fkJ'i}t R �, i �� -? �`- � i F 1� { i k dye Y l3 �+1 .1• -,J _ ! 1p/ -� ` ,.S i tt. Y'�•i. •;A of Vis. � Iy i ' i!'P 't'-^ �""",�[3Y6 ;e rAf�''`~•'t' ak { '.sw_'._:j 41' • ` v r, 11 3 »tea rof !!! 3 % �° ti[yg,'• (Abzrj�o RN Tr s1:'. . ref Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and crandell, USGS Map I-354, 1962, enlarged scale: 1"=20001 SITE VICINITY GEOLOGIC MAP Proposed 7 -Lot Shelden Plat GEOSPECTRUM CONSULTANTS, INC- 1318 Kennewick Ave NE & 1316 Lincoln P1 NE enton7 7 4^ Washing -ton GQOY�chnlcvl EngJRQQr1nC t71i•ad Ear71'>• Sclsarrcoa Proj. No. 13-121 Date 9/13 Figure 1 t 4 1 �4 k Ln SITE DEVELOPMENT & EXPLORATION PLANI 1,sel 7 -Lot Shelden Plat GEOSPECTRUM CONSULTANM, INC. 318 Kennewick Ave NE & 1316 Lincoln P1 NE Renton, Washington Proj. No. 13-12 j Date 9/13 1 Figure 2 T! 3N 7MN30OIM3NN.951 L �4 k Ln SITE DEVELOPMENT & EXPLORATION PLANI 1,sel 7 -Lot Shelden Plat GEOSPECTRUM CONSULTANM, INC. 318 Kennewick Ave NE & 1316 Lincoln P1 NE Renton, Washington Proj. No. 13-12 j Date 9/13 1 Figure 2 4 4. I APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and test pit explorations. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using the existing structures as a guide. The approximate locations of the test pits are shown on Figure 2. Test Pit elevations were estimated based on the topographic mapping shown on Figure 2. Test pits were advanced using a trackhoe excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A-1 through A-3. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. if, TEST PIT NO. 1 Logged by JAD Date: 7124113 Elevation: 243' Depth Blows Class. Soil Description Consistency Moisture Color W(%) Comments 0 brawn OL Sod dry to 8.6 very 1 ---------------- dense ......... mofy{ly II 61�own 6.3 moist moist SM ttdvv w�rh c said - -- --- -I --..... 92.6 hard r o� ,$o 6" / a rav-bm hist 2- „ 3— ------------------ ......... - ...... 8.0 v.dense brown 4 Maximum depth 3.5 feet. 5 No ground water observed. B 7 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description ° ot_ say k 1 V cruse kilavol Lu I-,: 1 SM Silty Sand f -c w/gravel to 5"" ------------- ....----- 2 w/some cementation ......................... I ........ 3 cemented 4 Maximum depth 2.5 ft. No ground water observed. 5 6 7 PIT NO. Elevation: 246' Consistency Moisture Color W(%) Comments mgi15t{ly brawn dense to to 8.6 very moist ---------------- dense .-. br n 8� re8Trn moist moist ---- --------- --- - -- --- -I --..... 92.6 hard a rav-bm GEOSPECTRUM CONSULTANTS, INC. Proposes! 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9113 Figure A-1 j A TEST PIT NO. 3 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description OL Sod ,� 1 SM wl�frn-c san'df ne 2 cement 3 4 Maximum depth 2.5 feet. 5 No ground water observed. r.; M Logged by JAD Date: 7124113 Depth Blows Class. Soil Description OL Sod 1 SM Silty Sand, very fine 2 3 cemen ted w- to( 4 Maximum depth 3 ft. No ground water observed - 5 I Elevation: 255' Consistency Moisture Color W(%) Comments dry dense ----- sli-fitly...... brown 8.5 to m is dense to ...... moist . Consistency Moisture Color loose moistly brown to moist ............ Tens -- ense... Elevation: 255.5' W(%) Comments 1W GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. .13-120TDate 9113 Figure A-2 R IL= a TEST PIT Na. 5 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description OL Sotd. 7 SM w/rn-c sand ane 2 3 4— cemented Maximum depth 4 feet - 5 No ground water observed. 6 7 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description OL Sod SM Silty Sand, very fine wl some gravel z ................................ 3 c mented wlocc ag 4 Maximum depth 3 ft. No ground water observed. 5- 6 7 Consistency Moisture Color loose dry............ brown sii9hly m is to moist Elevation: 265' W(%) Comments 5.3 rpedium moist .............---orav-&. 14.0 Elevation: 260.5' Consistency Moisture Color W(%) Comments ye looryse sliph ly mUis brown to moist 9.9 .... edium--- en se -�................. moist GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9113 Figure A-3 Sheldon Short Plat 1315 Kennewick Avenue NE PRE 13-000979 Renton, Washington 98059 DRAINAGE REPORT December 18, 2013 Prepared for: KRRV Development, LLC Attn: Kyle Miller P.O. Box 908 Ravensdale, Washington 98051 (425) 432-5932 office Prepared by: Offe Engineers, PLIC Darrell Offe, P.E. 13932 SE 159th Place Renton, Washington 98058-7832 (425) 260-3412 office (425) 227-9460 fax darrell.offe0comcast.net P] Table of Contents • Technical Information Worksheet • Section 1: Project Overview • Section 2: Conditions and Requirements Summary • Section 3: Offsite Analysis • Section 4: Flow Control and Water Quality Facility Analysis and Design • Section 5: Conveyance System Analysis and Design • Section b: Special Reports and Studies • Section 7: Other Permits • Section 8: CSWPPP Analysis and Design • Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant • Section 10: Operations and Maintenance Manual City of Renton TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner: KRRV Development, LLC Address: P.O. Box 908 Ravensdale, WA 98051 Phone: (425) 432-5932 Project Engineer: Darrell Offe, P.E. Company: Offe Engineers, PLLC Address/Phone: 13932 SE 159th Place Renton, WA 98058 (425) 260-3412 Part 3 TYPE OF PERMIT APPLICATION Subdivision X Short Subdivision ❑ Grading ❑ Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name: Sheldon Short Plat Location Township: 23 North Range: 5 East Section: 5 I Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community North Renton Drainage Basin Lake Washington Part 6 SITE CHARACTERISTICS ❑ River ❑ Stream ❑ Critical Stream Reach ❑ Depressionstswaies ❑ Lake ❑ Steep Slopes ❑ Shoreline Management X Rockery' Structural Vaults Other ❑ Floodplain ❑ Seeps/Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Qgt 5-10% minor ❑ Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT ❑ Ch. 4 — Downstream Analysis "full infiltration" ❑ Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ❑ Sedimentation Facilities ❑ Stabilized Construction Entrance ❑ Perimeter Runoff Control ❑ Clearing and Grading Restrictions ❑ Cover Practices ❑ Construction Sequence ❑ Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ❑ Stabilize Exposed Surface ❑ Remove and Restore Temporary ESC Facilities ❑ Clean and Remove All Silt and Debris L_] Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas Other Part 10 SURFACE WATER SYSTEM ❑ Tank X Infiltration Method of Analysis Grass Lined Vault Channel ❑ Depression 2009 City of Renton ❑ Pipe System ❑ Energy Dissipater ❑ Flow Dispersal KCRTS ❑ Open Channel ❑ Wetland ❑ Waiver CompensationlMitigati ❑ Ll Stream ❑ Regional on of ed Site Dry Pond Storage Detention Brief Description of System Operation: Catch basins within curb line of street will convey runoff to existing City system downstream, full infiltration on lots for house. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS Cast in Place Vault ❑ Retaining Wall Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 12 EASEMENTSITRACTS Drainage Easement X Access Easement Tract ❑ Other I Part 13 SIGNATURE OF PROFESSIONAL ENGINEER or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Section 1: Project Overview The proposed project is to create seven (7) single family lots from this 1.17 acre property located at the south end of Kennewick Avenue NE off of NE 14"' Street. There are two existing residences on the property 1318 and 1316 Kennewick Avenue NE. These buildings and out structures will all be removed as part of the site improvements. The proposed development is to create two lots that serve access off of Kennewick and the other 5 lots access off a new private road installed along the northerly side of the property. The property is located within the Aquifer Zone 2 area. There are no sensitive areas on the property. The soils were evaluated by a Geotechnical Engineer and found to be well drained, this will allow for infiltration of developed runoff. Further discussion of the proposed mitigation for developed drainage runoff can be found in Section 4. Reference 11-A Nm "� Flow Control Standards _ J jy,11 Lk_ Peak Rare Flow Control Standard 1Existing Site Condifionsj gC ,� r Rte. 3€rz�o a� w- iE"+ Flow Contml Duration Standard (Existing Site Conditions) i `t (+� Fkm Control Duration Standard (Forested Condilions) '. c1J i r.....3 \ Renton City Limits �y r ^ l - C��Potential Annexali x1re Aa �A 11 w� Y - F SEGO: i5E' SE 112 le�uaPL,i / r -M ' [Sr \� i z sE ,20th 720th Sr _ St }�1 s2tph ice, 2 stl Ll ����' 'i 5 -1 af�s ww... �— ) u��SE�� � s st c ntm -7 5 7q m SE 160th } iri 88thS1 1 190th r -r 3 191eh} ,I— O� a g I . Tri ` .2 i�{� s� � � �^ � I ♦•�, �' }- � 3'��i'� � f��'. � I St m Flow Control Application Map A Printed 111412010 0 1 2 �� Miles Section 2: Conditions and Requirements Summary Preliminary Short Plat Conditions (forth coming) 2009 City of Renton Drainage Manual Section 3: Offsite Analysis The Sheldon Short Plat slopes towards the west and drains into Kennewick Avenue NE. The drainage flows within the existing gutter and into a catch basin located off the southwest corner of the property. The catch basin has an existing 6" concrete pipe which crosses Kennewick from the east to the west side. The drainage then turns south within a 12" pvc pipe and travels about 10' into a catch basin located in the driveway of the house at 1313 Kennewick Avenue NE. The drainage then turns west within a 12" pvc pipe and discharges into the open area to the west of 1313 Kennewick. The pipe end is exposed at the edge of the landscaping on the property. The pipe end shows minimal signs of erosion. The drainage course was no longer viable due to the heavy vegetation. The drainage appears to continue down slope (within the heavy covered blackberries) into a pond located north of NE Park Drive and east of I-405. The pond is not readily accessible due to a locked gate off of NE Park Drive. The pond is City of Renton ID#145343. The pond discharges into a conveyance system under I-405 and into an open channel at the intersection of Lake Washington Blvd and the Park Avenue overpass, railroad under crossing. This area was viewed, there does not appear to be any capacity or erosion concerns at the outlet. The channel then continues under Lake Wash. Blvd and through Coulen Park and into Lake Washington. There appears to be adequate capacity from the Sheldon Short Plat property to Lake Washington. The 6" concrete pipe within Kennewick Avenue NE will need to be up-sized to a 12" concrete pipe, to meet City standards. 4 - Pg. 23 z - I - MSba CN v ca. LU z LU LO 0 z h— co 0. ua z v w 3 Cc g a 3 a3 a ■ i �c�•1��l�lov�00� u ■ 425; � 9 tHEL-311111 o = A H I M. 11112,; � Z a I§ J ■ z j 3 j = a yE :Do L. o CD CD L '�-a c: "t— o CU> CL CU C) LO L) U) r CU U) o v, 3 Cc g a 3 a3 a ■ i �c�•1��l�lov�00� u ■ 425; � 9 tHEL-311111 o = A H I M. 11112,; � Z a I§ J ■ z j 3 j = a yE -kW W 49W W eriI MW WAV av W -.W W T4W %4W qW W •v �W +w .�jW sY M' VV 4W VAW Mo MV .w MW 'e+ —%' v. wir wv E4NE S T23N R05E NE 1!4 - Pg. 42 �-405 s Ofd 110 r fir. ' � � "� � '� t Via• � �u • f P4l 1 � �� s M k 8C '6d - trl L 3N �19028 N£Zl LO - 3N£3 Section 4: Flow Control and Water Quality Facility Analysis and Design FLOW CONTROL REVIEW The property is located within the "Peak Rate Flow Control Standard (Existing Site Conditions) boundary from the "Flow Control Application Map", Reference 11-A, City of Renton Storm water Drainage Manual. Based upon the City Drainage Manual, the following steps are required to determine the mitigation of storm water runoff of the developed project: Full Dispersion — N/G (no good) — the property does not have 100 feet of flow path available on each new lot; Full Infiltration — Acceptable - the underlying soils were found to contain sands and gravels from the Geotechnical Report attached to this report. The use of infiltration trenches and/or dry wells on each of the new lots will be used to mitigate future developed runoff of impervious surfaces. The location of these BMP`s will be determined by the builder on each new building permit submittal. There is adequate area located in the southerly portion of lots 3-7 for these BMP's. Lots 1 and 2 have deep enough lot depth to provide BMP's within the rear yard setbacks, 20'. The proposal is to mitigate all seven lots by using "l=ull Infiltration" standards for future impervious surface runoff of the house, driveways, and walkways. The access road, which is located on the individual lots on an easement, will be collected and conveyed into the existing storm drainage catch basins at the southerly end of Kennewick Avenue NE. An analysis was performed on the project to compare the existing runoff of from the property to the mitigated developed runoff after development. The calculations are attached to Section 4 of this report. Pre -Developed Existing Condition (runoff) 2 Year 0.093 cfs 10 year 0.144 cfs 100 year 0.305 cfs Mitigated Developed Condition (runoff) 2 year 0.082 cfs 10 year 0.108 cfs 100 year 0.220 cfs The mitigated developed runoff from the project is less than the existing conditions on the property. Therefore, based upon the City Drainage Manual, no storm water detention is required for this project. WATER QUALITY REVIEW The City Manual requires water quality treatment for projects that add 5,000 square feet or more of "new" pollution generating imperious surfaces (PCIS). The proposed developed (PCIS) condition consists of: Developed Condition (PGIS) Access Road 6,977 Sq. feet Each Lot (D/W) 2,100 Sq. feet (7 each @ 20'x 151 Frontage Widening 0 Sq. feet Frontage Access Apron 100 Sg. feet Total PGIS = 9,177 Square feet (new) Existing Condition_ _(PGIS) Driveway to Nguyen House 681 Sq. feet Driveway to Sheldon House 2.354 Sq. feet Total Ex. PGIS = 3,035 sq. feet The proposed "Developed Condition" generates greater than 5,040 square feet of PGIS; therefore water quality treatment will be necessary to treat the access road. This will be obtained by using a filter vault as part of the final engineering design plans. ■ 0 \� 2 o f o � Ln Ch m m 0 Ln � Ln o oLn*■ ca mno o*qo 000 ®\lin \mm~ oL/o R�Ro o_@2 00 R @ No�� \q-� �M-@ q�q Nm @ N~n -9 � Ln 0 t 6 w 0 8 (5 (n m § g § _ § 2 « 2« 2 « « < J « 2 « % 3: _a 0 C 0 � ƒ E k C 0 C 0 c k O k w § CL ¥ §c L CL CL § § e § &J �2� �J�Jf �2� 2 2 2 u 2§§ $ k 2§§ 2 § 2§ Q)o � g - u ■ ■ - u ■ - p§ U 2 2\« 2« ± 2« k« 2 2 k � _ 0 X 2 f 2 N m * in n J -Oj o f o / o - o / o / o - -4 - - 0 0 0 0 0 0 o oLn*■ ca mno o*qo 000 ®\lin \mm~ oL/o R�Ro o_@2 00 R @ No�� \q-� �M-@ q�q Nm @ N~n -9 � Ln 0 t 6 w 0 8 (5 (n m § g § _ § 2 « 2« 2 « « < J « 2 « % 3: _a 0 C 0 � ƒ E k C 0 C 0 c k O k w § CL ¥ §c L CL CL § § e § &J �2� �J�Jf �2� 2 2 2 u 2§§ $ k 2§§ 2 § 2§ Q)o � g - u ■ ■ - u ■ - p§ U 2 2\« 2« ± 2« k« 2 2 k � _ 0 X 2 f 2 N m * in n J -Oj co N I �I dto Ln 14 10 IIS' o Sheldon Short Plat — Developed Condition Area --- ? Till Forest 0.00 acres Till Pasture4 0.00 acres! Till Grassi 0.55 acres] i Outwash Forest 0.00 acres Outwash Pasture 0.00 acres, Outwash Grass] 0.00 acres] Wetland] 0.00 acresl Impervious 0.22 acres Total 0.77 acres! Scale Factor: 1.00 Hourly Reduced Time Series: ISheldon Developed Condition >) Compute Time Series I Modify User Input I File for computed Time Series [.TSF] e*/ Ups.- KCRT Flow Frequency Analysis -------------------------------------------------------- Time Series File:sheldon developed condition.tsf Project iocation:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis ------- Flow Rate Rank Time of Peak - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.102 4 2/09/01 2:00 0.220 1 100.00 0.990 0.072 7 1/05/02 16:00 0 126 2 25 00 0.960 0.126 2 2/27/03 7:00 0.108 3 10.00 0.900 0.065 8 8/26/04 2:00 0.102 4 5.00 0 800 0.082 6 10/28/04 16:00 0.100 5 3.00 0.667 0.108 3 1/18/06 16:00 0.082 6 2.00 0 500 0.100 5 11/24/06 3:00 0.072 7 1.30 0.231 0.220 Computed Peaks 1 1/09/08 6:00 0.065 0.189 8 1.10 50 00 0.091 0.980 �i I ► Sheldon Short Plat — Pre-existing conditions Scale Factor : 1.00 Total - 1.1 ? acresi Hourly Reduced - I J2SJ Time Series: ISheldon Pre -Existing Conditions J>> Compute Time Series Modify User Input File for computed Time Series [.TSF] Flow Frequency Analysis Till Forest 0.00 acres' Till Pasture; 0.00 acres Till Grass 0.95 acres; Outwash Forest 0.00 acres: Outwash Pasture! E 0.00 acrest Outwash Grassi 0.00 acres' Wetland] 0.00 acres Imperviousj 0.22 acres; Scale Factor : 1.00 Total - 1.1 ? acresi Hourly Reduced - I J2SJ Time Series: ISheldon Pre -Existing Conditions J>> Compute Time Series Modify User Input File for computed Time Series [.TSF] Flow Frequency Analysis ------------------------------------------------------_-_ Time Series File:sheldon pre-existing conditions.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- ----- Flov Frequency Analysis --------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0 138 4 2/09/01 2:00 0.305 1 100.00 0.990 0 091 7 1105102 16:00 0.171 2 25.00 0.960 0.171 2 2/27/03 7:00 0.144 3 10.00 0.900 0.073 8 8/26/04 2:00 0.138 4 5.00 0.800 0.093 6 10/28/04 16:00 0.133 5 3.00 0.667 0.144 3 1/18/06 16:00 0.093 6 2 00 0.500 0.133 S 11/24/06 3:00 0.091 7 1.30 0.231 0.305 1 1/09/08 6:00 0.073 8 1.10 0.091 Computed Peaks 0.260 50.00 0.980 IV Section 5: Conveyance System Analysis and Design This analysis and design will be provided as part of the Construction Pian submittal to the City of Renton. Section 6: Special Reports and Studies Geotechnical Study attached Section 7; Other Permits None applicable at this time Section 8: CSWPPP Analysis and Design The proposed development consists of 1.17 acres of property. The proposal is to minimize the amount of area needed to install the required improvements. The access road together with the on-site utilities can be installed with clearing and grading of less than 0.50 acres. The property is currently covered with grass and landscaping. These areas should be retained to prevent any runoff from occurring during construction. The soils are such that construction during the wet months should not cause any major runoff. Minimizing the disturbance of the property will allow for minimal erosion control. An erosion control plan will be provided as part of the civil construction plans submitted to the City of Renton for the utility permit. Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant These documents will be prepared and provided at the time of Construction Pian submittal to the City of Renton. At this time, the storm system and analysis provides for a conceptual system that will be finalized during civil plan preparation. A Declaration of Covenant (Operation, maintenance, and restrictions) will be provided for the proposed BMP's shown on the civil construction plans. Section 10; Operation and Maintenance Manual The Operation and Maintenance of the proposed BMP's provided will be included within the Declaration of Covenant from Section 9. These documents will be provided for review on as part of the utility permit submittal. Sheldon Short Plat 1318 Kennewick Avenue NE PRE 13-000979 Renton, Washington 98059 DRAINAGE REPORT December 18, 2013 Updated May 20, 2014 Updated June 17, 2014 Prepared for: KRRV Development, LLC Attn: Kyle Miller P.Q. Box 908 Ravensdale, Washington 98051 (425) 432-5932 office Prepared by: Offe Engineers, PLLC Darrell Offe, P.E. 13932 SE 159th Place Renton, Washington 98058-7832 (425) 260-3412 office (425) 227-9460 fax darrell.offeL(hcomcast.net Table of Contents • Technical Information Worksheet • Section 1: Project Overview • Section 2: Conditions and Requirements Summary • Section 3: Offsite Analysis • Section 4: Flow Control and Water Quality Facility Analysis and Design • Section 5: Conveyance System Analysis and Design • Section b: Special Reports and Studies • Section 7: Other Permits • Section 8: CSWPPP Analysis and Design • Section 9: Bond Quantities, Facility Summaries, and Declaration of Covenant • Section 10: Operations and Maintenance Manual City of Renton TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner: KRRV Development, LLC Address: P.O. Box 908 Ravensdale, WA 98051 Phone: (425) 432-5932 Project Engineer: Darrell Offe, P.E. Company: Offe Engineers, PLLC Address/Phone: 13932 SE 159th Place Renton, WA 98058 Part 3 TYPE OF PERMIT APPLICATION Subdivision X Short Subdivision Grading ❑ Commercial ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name: Sheldon Short Plat Location Township: 23 North Range: 5 East Section: 5 Part4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community North Renton Drainage Basin Lake Washington Part 6 SITE CHARACTERISTICS ❑ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions/Swales ❑ Lake ❑ Steep Slopes ❑ Shoreline Management X Rockery Structural Vaults ❑ Other ❑ Floodplain ❑ Seeps/Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Qgt 5-10% minor ❑ Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT ❑ Ch. 4 — Downstream Analysis "full infiltration" Li ❑ Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ❑ Sedimentation Facilities ❑ Stabilize Exposed Surface ❑ Stabilized Construction Entrance ❑ Remove and Restore Temporary ESC Facilities ❑ Perimeter Runoff Control ❑ Clean and Remove All Silt and Debris ❑ Clearing and Grading Restrictions ❑ Ensure Operation of Permanent Facilities ❑ Cover Practices ❑ Flag Limits of SAO and open space ❑ Construction Sequence preservation areas ❑ Other ❑ Other Part 10 SURFACE WATER SYSTEM Grass Lined Channel ❑ Pipe System [ 1 Open Channel ❑ Dry Pond Tank Vault ❑ Energy Dissipater ❑ Wetland ❑ Stream X Infiltration ❑ Depression ❑ Flow Dispersal ❑ Waiver ❑ Regional Detention Method of Analysis 2009 City of Renton KCRTS Com pensatio nIM itigati on of Eliminated Site Storage Brief Description of System Operation: Catch basins within curb line of street will convey runoff to existing City system downstream, full infiltration on lots for house. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS Cast in Place Vault ❑ Retaining Wall Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 12 EASEMENTS/TRACTS Drainage Easement ❑ X Access Easement Tract ❑ Other I Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. (9/l7 /X!�/ Section is Project Overview The proposed project is to create six (6) single family lots from this 1.17 acre property located at the south end of Kennewick Avenue NE off of NE 14th Street. There are two existing residences on the property 1318 and 1316 Kennewick Avenue NE. These buildings and out structures will all be removed as part of the site improvements. The proposed development is to create a new public street along the southerly side of the property where all 6 lots will take access. The property is located within the Aquifer Zone Z area. There are no sensitive areas on the property. The soils were evaluated by a Geotechnical Engineer and found to be well drained, this will allow for infiltration of developed runoff on certain lots. Further discussion of the proposed mitigation for developed drainage runoff can be found in Section 4. S Reference 11-A --..0 ,. rII Flow Control Standards �ro Peak Rate Flow Control Standard (Existing Site Conditions) -4 BE 72 _ Flow Control Duration Standard (Existing Site Conditions) Flow Control Duration Standard (Forested Conditions) .a Renton City Limits � E ez s yyyPotential Annexation Area �t sF _ r0i i 'fir E e A ` AN. 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V'Isnaski Zone 1 Modified '—' f Zone 2 �N o January 22, 20DO Cifv Lrmi[e Section 2: Conditions and Requirements Summary Preliminary Short Plat Conditions (forth coming) 2009 City of Renton Drainage Manual Section 3: Offsite Analysis The Sheldon Short Plat slopes towards the west and drains into Kennewick Avenue NE. The drainage Flows within the existing gutter and into a catch basin located off the southwest corner of the property. The catch basin has an existing 6" concrete pipe which crosses Kennewick from the east to the west side. The drainage then turns south within a 12" pvc pipe and travels about 10` into a catch basin located in the driveway of the house at 1313 Kennewick Avenue NE. The drainage then turns west within a 12" pvc pipe and discharges into the open area to the west of 1313 Kennewick. The pipe end is exposed at the edge of the landscaping on the property. The pipe end shows minimal signs of erosion. The drainage course was no longer viable due to the heavy vegetation. The drainage appears to continue down slope (within the heavy covered blackberries) into a pond located north of NE Park Drive and east of I-405. The pond is not readily accessible due to a locked gate off of NE Park Drive. The pond is City of Renton ID#145343. The pond discharges into a conveyance system under I-405 and into an open channel at the intersection of Lake Washington Blvd and the Park Avenue overpass, railroad under crossing. This area was viewed, there does not appear to be any capacity or erosion concerns at the outlet. The channel then continues under Lake Wash. Blvd and through Coulen Park and into Lake Washington. There appears to be adequate capacity from the Sheldon Short Plat property to Lake Washington. The 6" concrete pipe within Kennewick Avenue NE will need to be up-sized to a 12" concrete pipe, to meet City standards. 4 Pg. 23 z --7 OD a Ln T. MSV❑ N L1. LU Z W 0 w Z CV) N F- O 1JJ W 0 0 co a(Do (1)'0 V 'rm U- C) e V 4-1 C O C P tl F C G E n o a i .�-j a) 4-1 f a c 0 0 co a(Do (1)'0 V 'rm U- C) e V ti ,p O C O C P tl F C G E n a i a c t tt rjo aA a c r • e:®Dia ■ •.:®5?!• a a E log nc f) O I E4NE - 08 T23N R05E NE 914 - Pg, 42 ID AirA - { _ dn1' til• � ��m - - _ r dns. A SW YIT 1 - ,c • ? iEx \ 1 '� qty §4 �`�. ` @,.+r," ql ell qvn 26 'sd - V/L 3N 39021 N£Zl L0 - INA Section 4: Flow Control and Water Quality Facility Analysis and Design FLOW CONTROL REVIEW The property is located within the "Peak Rate Flow Control Standard (Existing Site Conditions) boundary from the "Flow Control Application Map", Reference 11-A, City of Renton Storm water Drainage Manual. Based upon the City Drainage Manual, the following steps are required to determine the mitigation of storm water runoff of the developed project: Full Dispersion — N/G (no good) — the property does not have 100 feet of flow path available on each new lot; Full Infiltration — Acceptable — Certain lots were found to contain sands and gravels from the Geotechnical Report attached to this report and subsequent evaluation by Robert Pride dated April 24, 2104. The lots were 4-6 for full infiltration design. The use of infiltration trenches and/or dry wells on each of these lots will be used to mitigate future developed runoff of impervious surfaces. The location of these BMP's will be determined by the builder on each new building permit submittal. Limited Infiltration — Acceptable- Lots 1-3 were determined by the Robert Pride Report to contain suitable soils in the upper 3 feet of the lots for limited infiltration. The proposal is to mitigate lots 1-3 with "limited infiltration"; lots 4-7 with "full infiltration"; and treat the roadway runoff with a water quality facility. An analysis was performed on the project to compare the existing runoff of from the property to the mitigated developed runoff after development. The calculations are attached to Section 4 of this report. Pre -Developed Existing Condition (runoff) 2 Year 0.099 cfs 10 year 0.148 cfs 100 year 0.310 cfs Mitigated Developed Condition (runoff) 2 year 0.142 cfs 10 year 0.169 cfs 100 year 0.307 cfs The mitigated developed runoff from the project is less than the existing conditions at the 100 year storm event on the property. Therefore, based upon the City Drainage Manual, no storm water detention is required for this project. WATER ALITY REVI The City Manual requires water quality treatment for projects that add 5,000 square feet or more of "new" pollution generating imperious surfaces (PGIS). The proposed developed (PCIS) condition consists of: Developed Condition (PG15J NE 13"' Court 5,966 sq. feet Kennewick (apron) 400 sq. feet Each Lot (D/W) 2.400 Sq. feet (6 each @ 20'x 20� Total PGIS = 8,766 Square feet (new) Existing Condition _(PGIS) Driveway to Nguyen House 681 Sq. feet Driveway to Sheldon House 2,354 Sa. feet Total Ex. PGIS = 3,035 sq. feet The proposed "Developed Condition" generates greater than 5,000 square feet of PCIS; therefore water quality treatment will be necessary to treat the access road. This will be obtained by using a filter vault as part of the final engineering design plans. See attached for example of Contact Filter Vault. DETENTION CALCULATIONS N N N ODN 4 0 N Rr O Q O w Ln 00 N LnN to N H o v N,�O Q O M O w %D o M M q ,� rl q ,� � q �p 40 0100 to o Ln *4 to 0 MNILnCD to OMNLn co cc ONo OM 00 OLAW LA,4Nl� ��NIM N+4M NLnN N%Dcc NMw NN N q-;DQ1NN O -1 a J J J J J J o m W 3 L m L _a a a a ¢ a v� tea' b eco eco eco �r_o �r--oo aco �• C O c CL c a~ c a~ ca~ c a ma ~ c ~ O m U m m m 3 m m 3A En c m e 10 m e m e m e m= V) m e C 3 ca m �a O3 V 0� :3 a 3 ti O tz �p J R � J J l�%7 (n (n in Ln full ZE m Z 2 a Q O V V V V %4 V V 4 ao�p O • O � �4 a1 C (D U C O u O u N 4 N '4AZ Ln Ln Ln w Ln 00 N LnN to N H o v N,�O Q O M O w %D o M M q ,� rl q ,� � q �p 40 0100 to o Ln *4 to 0 MNILnCD to OMNLn co cc ONo OM 00 OLAW LA,4Nl� ��NIM N+4M NLnN N%Dcc NMw NN N q-;DQ1NN O -1 a J J J J J J o m W 3 L m L _a a a a ¢ a v� tea' b eco eco eco �r_o �r--oo aco �• C O c CL c a~ c a~ ca~ c a ma ~ c ~ O m U m m m 3 m m 3A En c m e 10 m e m e m e m= V) m e C 3 ca m �a O3 V 0� :3 a 3 ti O tz �p J R � J J l�%7 (n (n in Ln full ZE m Z 2 a Q O V V V V %4 V V 4 11 00 Im pMj C N U I �CN��A O O Ln Ln M a0 T-4 O O 0 111 O t Q] Q7 � 112 > O vs m 0 °' of41 2 (CL), ? E Q Q o C:, C cp O v CLU 4 � N a N W W SHELDON SHORT PLAT (EXISTING CONDITIONS) Area J Till Forest 0.00 acres Till Pasture 0.00 acres Till Grass 0.93 acres Outwash Forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grass 0.00 acres Wetland 0.00 acres Impervious 0.24 acres Total 1.17 acres Scale Factor: 1.00 Hourly Reduced Time Series: ISheldon [existing conditions] 1>>1 Compute Time Series Modify User Input File for computed Time Series [.TSF] F1c-�:r Tinte '�C'Tie?- File _.he1don (exi-ting GGrid3tioi=-' t=t Location ---Artmi;-- i Peak Flo -7 Ra+. c3--- -- ___Flo -T Fyeglt� ncy ;` rJA 1...= 1 -------- Flnr., =zk Tirte rig F'e,;k. - F'ca}'.= - - Rank Retuxn F':t.--b II 141 4 'Ij':+ 01 _ Ij F1 ij z1E] j ], 3jiI €Ili I.I 4y1-1 Ir, 1.11] €I 174 1170 0 :fir.€) I E 1 } _ _ ' ;' } I ' I.3 fl Fi 1,] 1 tj l_f s_I LI [I 4 � nn !l 14I 4 tf C, Ll F� f, 11 w4: 0 0 t p ilyi 1 ..11 0 ?..1 G _s Mi 1 1: FJ 5 0 2 6 I1 i_€ 1"€ f1 ". i 1€=r 0 i1 a 1 I_ontputed F'eAFe._ CI I'i Illi €'; '-fi r;II (DEVELOPED CONDITIONS) Area ?I Till Forest: 0.00 acres' Till Pasture 0.00 acres Till Grass, 0.49 acres Outwash Forest 0.00 acres; Outwash Pasture 0.00 acres. Outwash Grass, 0.00 acres wetland' 0.00 acres; impervious, 0.43 acres: Total 0.92 acres Scale Factor: 1.00 Hourly Reduced Time Series: ISheldon (developed conditions) 7? Compute Time Series Modify User Input File for computed Time Series (.TSF) Flog= Frequency Analysis Time Series File sheldon (developed cond3.tions) tsf Proiect. Location:Sea-Tac ---Annual Peak Flow Rates---- ------Flow Frequenr;y Analysis ------- Flow Rate Rank. Time of Peak - Peaks - - Rank Return Prob (CFS) (CFSi Period 0 148 5 2-'u9/01 2 00 0.307 1 100 00 0 990 0.114 8 1'05/02 16 00 0 179 2 25 00 0 960 0 179 2 2%27/03 7.00 0 169 10 ri0 n 9nn 0 116 5%26/04 2.00 0 156 4 5 00 0 800 0.142 6 10/23/04 16:00 0 148 5 s 00 0 6F7 0 156 4 1/18/06 16:06 0.142 6 7 00 0 500 0 169 ? 10/26/06 0.00 0,116 7 1 ?0 n 2.11 0 307 1 1/09/08 6:00 0 114 3 1 10 0 091 Computed Peaks 0 164 50 00 0 93i3 • l � WATER QUALITY TREATMENT '0{iNVlnfERVC0411W5.105IgihFLlETb51MYWiUOUNM:A�C �a �sxses%5FralclLUAc 1�•m i'P3291A n a0 I D <m mT [oi n A 11 a ��my I i .1 Y.• i'z �roi m� Y ••rY �cy y/w VVrm m i 1 W .' 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E�10_ ATon 22 15Z o° fl„z imom 0;N-NO HN Qcl) A Z ws �m7oNyAmiw�qqyx;j�^ IL0 OIR 66 30 ;j inoC 2y,�si 0 ONm c 0 Np22 �O cmz 000 n :0 Uo c � 02,6 X m ?zy m 70 oo 2 D Fo F °ZD z i a m D O 00 m ir�CZO^TAn)l sa � C �a �N yny w � 9 y T m u � T AZ U+ ir�CZO^TAn)l sa � C �a �N yny w � 9 y T m u � T AZ U+ g 'v 1 -CARTRIDGE CATCHBASIN - PLAN VIEW 1 1 -CARTRIDGE CATCHBASIN - SECTION VIEW WEIR IN OUT WITH PLUG BAFFLE 112" PVC WEIR 112" PVC BAFFLE 4«0 CLEAN OUT WITH PLUG The Stwmwanr NYro9er^e � `) StormFilter° CONCRETE CATCHBASIN STORMFILTER OWNTECK PLAN AND SECTION VIEWS ENGINEERED SOLUTIONS LLC www.Con6echES.cam 1 CARTRIDGE UNIT - STANDARD DETAIL 113 DATE: 10126105 1 SCALE: NONE I FILE NAME:OBSFi-C-DFL ]DRAMMM CHECKED: ARG 1 -CARTRIDGE CATCHBASIN - SECTION VIEW 1 -CARTRIDGE CATCHBASIN - SECTION VIEW ET PIPE fhe S�dn�weie� IAaregem�ent� StormFiltere CONCRETE CATCHBASIN STORMFILTER CVAONTECH" SECTION VIEWS 2 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT - STANDARD DETAIL www.ContechES.com 2J3 DATE: 10!26!05 SCALE: NONE FILE NAME: CBSF1-r-DTL Df2AWN: M1W CHECKED: ARG GENERAL NOTES 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-8676; LINTHICUM, MD (866) 740-3318. 2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. 3) INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED. JOINTS TO BE WATER -TIGHT. 4) STORMFILTER REQUIRES BETWEEN 2.75' AND 2.9' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED CORINGS BY CONTRACTOR. 5) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 1 CARTRIDGE CONCRETE CATCH BASIN STORMFILTER DATA STRUCTUREID XXX WATER QUALITY FLOW RATE cfs X_XX PEAK FLOW RATE <1 Cfa X.XX RETURN PERIOD OF PEAK FLOW(yrs) XXX CARTRIDGE FLOW RATE 15 OR 7.5 m XX MEDIA TYPE CSF,PERLITE,ZPG XXXXX RIM ELEVATION XXX.XX' PIPE DATA: I.E. MATERIAL DIAMETER INLET XXX.XX XXX XX" OUTLET XXX.XX XXX XXX CONFIGURATION OUTLET INLET OPTIONS (AVAILABLE AT EXTRA COST): ❑ HOLE FOR OUTLET STUB OTHER THAN 12" ❑ CLEAN-OUT IN WEIR OTHER THAN 4" ❑ CORED HOLE FOR INLET PIPE ❑ DEEP OUTLET CORING ❑ OTHER: XXX 1—CARTRIDGE CATCHBASIN — TOP VIEW 1 �5,e,W 1 3 StormFilter" CONCRETE CATCHBASIN STORMFILTER � C%►=NTECH® TOP VIEW, DATA AND NOTES 3 ENGINEERED SOLUTIONS LLC 1 CARTRIDGE UNIT — STANDARD DETAIL www.ContcthES.tom 313 DATE: 10126105 I SCALE: NONE I FILE NAME: CBSF1-ODTL I DRAWN: MJW I CHECKED: ARG Section 5: Conveyance System Analysis and Design This analysis and design will be provided as part of the Construction Plan submittal to the City of Renton. Section 6: Special Reports and Studies Geotechnical Study attached Robert M. Pride, LLC Consulting Engineer April 24, 2014 Mr. Darrell Offe Offe Engineers 13932 SE 159th Place Renton, WA 98058 Re: Infiltration Assessment Proposed Shelden Short Plat 1318 Kennewick Avenue NE Renton, Washington Dear Mr. Offe, This report provides subsurface soil information regarding discharge of storm water on this new short plat development located on the east side of Kennewick Avenue in Renton. It is understood that onsite infiltration is being proposed for this short plat of six new residences, and that a soil classification is required for infiltration design. This long rectangular property has a gradual rise in elevation from the west to upper east property line. Total rise in grade is 28 feet over a distance of about 380 feet. There is an existing residence and garage on the lower three parcels that will be removed for the new residence construction. Field exploration included the excavation of ten test pits as shown on the attached Drawing No. 1. Summary logs of these test pits are attached to this report. Based on my site inspection and geologic research the upper soils consist of silty sands and sands that will perform adequately for low storm water discharge into these granular sediments. I have classified these upper soils as "medium sand" in accordance with the King County Design Manual — Table 4.5.2. There will be limited infiltration in the upper 2 to 3 feet on Lots 1, 2 and 3 and there will be full infiltration down to 3 feet on Lots 4, 5 and 6. Respectfully, Robert M. Pride Principal Geotechnical Engineer dist: (1) addressee rmp: KRRVKennewicki Robert M. Pride, LLC Page 1 13203 Holmes Point Drive NE Kirkland, WA 98034 SUMMARY LOGS OF TEST PITS TP -7 Located on Lot 3 0.0 to 0.5ft Topsoil — Silty Sand; brown, loose, moist; 0.5 to 1.5ft Silty Sand; grey brown, medium dense, moist; 1.5 to 3.5ft Silty Sand; brown, soft, wet; seepage at 3 feet; TP -8 Located on Lot 4 o.o to 1.oft Topsoil; brown, loose, moist; 1.0 to 2.5ft Silty Sand; brown, loose to medium dense, moist; 2.5 to 4.5ft Sand; grey brown, medium dense, moist to very moist; no groundwater; TP -9 Located on Lots 4/5 0.0 to 0.5ft Topsoil; brown, loose, moist; 0.5 to 2.5ft Silty Sand; grey, medium dense, moist; 2.5 to 4. Oft Silty Sand and Sandy Silt; grey, dense, very moist; no groundwater; TP -10 Located on Lot 5 0.0 to 0.4ft Topsoil; brown, loose, moist; 0.4 to 2.oft Silty Sand with cobbles; grey brown, medium dense, moist; 2.0 to 4.oft Sandy Silt; grey, dense, moist; no groundwater; Robert M. Pride, LLC Page 2 13203 Holmes Point Drive NE Kirkland, WA 98034 SITE PLAN Proposed Residences PrQjeet No. U-122-01 1.318 Kennev ick Avenue NE Renton, Washington Dm%ing No. 1 Robert M. Prude, LLC Consulting Geotechnival F<.n,6z7ecr Logged by JAD Date_ 7124113 Depth Blows Class- Soil Description 0 1 2 3 4 5 6 7 TEST PIT NO. 1 Elevation- 243' Consistency Moisture Color W(%) comments Logged by JAD Date- 7124/13 Depth Blows Class. Soil Description a 1 2 3 n 5 6 7 T PIT NO. Elevation: 246' Consistency Moisture Color W(%) Comments OL Sod dense dry ...- ... SM, ht.. mt�ist right 6.3 SM Sijty Sand, Jige w -c sag root rto q�'to 6 v.dense to ........... I ----- brown 8.0 Maximum depth 3.5 feet. very dense moist ............. ... & re - m No ground water observed. moist Logged by JAD Date- 7124/13 Depth Blows Class. Soil Description a 1 2 3 n 5 6 7 T PIT NO. Elevation: 246' Consistency Moisture Color W(%) Comments GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and EarthSciences Renton, Washington Proj. No. 13-120 1 Date 9/13 1 f=igure A-1 GL I Sod & crushed grayel to 1-'/2" dense slifittly mals# brown SM Silty Sand f -c wlgravel to 5"" to to 8.6 ............ ............... w/some cementationbrown very dense moist ............. ... & re - m moist ............— -.......... 12.6 cemented hard ra -brn Maximum depth 2.5 ft. No ground water observed. GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and EarthSciences Renton, Washington Proj. No. 13-120 1 Date 9/13 1 f=igure A-1 TEST PIT NO, 3 Logged by JAD Date: 7124113 Depth Blows Class. Sail Description OL Sod IId i SM wl -c sand 2 -- --- -- .. Cements 3 4 Maximum depth 2.5 feet. 5 No ground water observers. Logged by JAD Date-. 7124113 Depth Blows Class. Soil Description OL Sod SM Silty Sand, very fine 2 3 cemented wi 4 1 Maximum depth 3 ft. No ground water observed. 5 i Elevation: 255' Consistency Moisture Color W(%) Comments dry dense --- ..... brown t Y mRS 8.5 to very dense to ............... moist ----------- --.. hard arae-brn 7.4 .4 Elevation: 255.5' Consistency Moisture Calor W(%) Comments loose m�y brown to 8.8 moist ----------------- Medium ..... erase..- -- GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1315 Lincoln PlJA-2 Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9113 Figure TEST PIT NO.5 Logged by JAD Date-. 7124/13 Depth Blows Class. Soil Description 0 OL Sod 1 SM w fi-c sankne 2 3 4 Gem nlgd Maximum depth 4 feet. 5 No ground water observed. S 7 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description 0 brown OL Sod SM Silty Sand, very fine 1 w/ some gravel 2 9.9 3 -Te ................. dense .... moist cemented w/occ gri 4 Maximum depth 3 ft. No ground water observed 5 5 7 Consistency Moisture Color ry loose d .....----... brown sk m9i'tlys m � to moist ------.. Tedium moist Elevation: 265' W(%) Comments 5.3 1 1 14.0 Elevation: 260.5' Consistency Moisture Color W(%) Comments ve loa7e slittly m lst brown to moist 9.9 -Te ................. dense .... moist GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot She{den Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-124 1 Date 9113 Figure A-3 GEOSPECTRUM CONSULTANTS., INC. En e�►ineeringi crudEarth ir September 5, 2013 Mr. Kyle Miller KRRV Development, LLC P. O. Box 908 Ravensdale, WA 98051 SUBJECT: GEOTECHNICAL EVALUATION Proposed 7 -Lot Shelden Plat 1318 Kennewick Avenue NE & 1316 Lincoln Place NE Renton, Washington Project No. 13-120-01 Dear Kyle, This report presents the results of our geotechnical evaluation for the site of your proposed new residential development on the subject properties. The purpose of our work was to provide geotechnical engineering evaluations of the site and geotechnical recommendations for the residential development including design of foundations, site grading, erosion control and site drainage. Our work was performed in accordance with the scope and conditions of our proposal dated July 22, 2013. A site development plan prepared by Offe Engineers (see Figure 2) was provided to us and was used as a reference for our evaluations. Based on our review of the plans provided and discussions with you, we understand that the subject two properties will be divided into 7 new lots and the development of the new lots will include new 2 -story or 3 -story wood -frame residences supported at grade (no basements) on each of the new lots. The structures will likely include ground level garages with slab -on -grade floors. The ground floors of the residence structures may be raised floors with crawl space or may be slab -on -grade. Access to the new lots will be via a driveway on the north side of the property connecting to Kennewick Avenue NE as shown in Figure 2. No structural load information was provided but based on our experience we estimate 3 that bearing wall loads will be in the range of about 2 to 3 klf and maximum column loads will be in the range of about 10 to 20 kips. If actual structural loads exceed the above values by more than 25%, this office should be notified. Review of the Renton COR Map Sensitive Areas overlay indicates no Erosion Hazard, Seismic Hazard or Coal Mine Hazard at the site. P.0. Sox 276, k5saquah, WA 98027-0276 * Phone: (425) 39 7-4228 Fax: (425) 391-4228 v=E�I�ricc�rl KRRV Development, LLC SCOPE OF WORK September 5, 2013 Our geotechnical evaluation included review of geologic mapping, site explorations, engineering analyses and evaluations and the preparation of this report. The scope of work included the following specific tasks: o Review of published geologic mapping of the site vicinity. o Performed a reconnaissance of the site as well as observations of the adjacent developed lots. o Observed and logged six test pit explorations within the two properties (see Figure 2) to depths up to 4 feet below existing ground. Logs of the test pits and results of field and laboratory testing are presented in the Test Pit summaries of Appendix A. o Performed geotechnical engineering evaluations of the proposed site development and developed our geotechnical recommendations for foundation design, site grading, drainage and observations during construction. o Prepared this geotechnical report summarizing our findings and recommendations. OBSERVED SITE CONDITIONS The property is bordered on the north, east and south by developed residential lots At the time of our field exploration (7124113) the properties were developed with the residences and out buildings as shown in Figure 2. The topographic mapping included on the site plan of Figure 2 indicates that the subject site area generally slopes gently down to the west/southwest with an average gradient of only about 7+ percent and gradients in localized natural areas range from about 6 to 8 percent. In addition there is an existing minor cut area east of the existing barn on the 1316 Lincoln Place NE property with gradients as high as 20 percent as well as existing fill mounds up to about 4+ feet high in the northeastern area of that property (see estimated fill limits on Figure 2). The site was generally well vegetated including lawns, shrugs, fruit trees and trees around the existing houses. The eastern half of the 1316 Lincoln Place NE property was undeveloped and heavily vegetated with grasses, blackberries and trees. We did not observe any seeps or springs or evidence of current or past erosion on the site on the site in general but much of the ground surface was not visible due to heavy vegetation coverage. Project No. 13-120-01 Page 2 KRRV Development, LLC Subsoils September 5, 2013 Our evaluation of the subsurface conditions was based on our observations of our six exploratory test pits within the site plus review of published geologic mapping. Approximate locations of the test pits are shown on Figure 2. Logs of the test pits are presented in Appendix A. Subsoils encountered in our test pits were found to include weathered natural glacially consolidated soils as well as outwash deposits. Natural soils encountered at the test pit locations generally were silty fine to very fine sand with some medium to coarse sand and gravel. Subsoils observed in TP -1 and TP -2 within the 1318 Kennewick Avenue NE property as well as TP -3 in the western half of the 1396 Lincoln Place NE property were generally dense to very dense at the surface to the depths explored. Subsoils in the eastern half of the 1316 Lincoln Place NE property (TP -4 through TP -6) included a loose layer about 2 to 3 feet thick overlying medium dense soils at depths ranging from about 2 to 3 feet below the natural surface becoming hard and cemented at greater depths. Ground Water No ground water or seepage was observed in any of the test pits. Subsoils were generally slightly moist to moist becoming moist near the upper surface of the hard cemented soils. The measured moisture contents of the soils generally ranged from about 5+ to 16+ percent. Subsurface Variations Based on our experience, it is our opinion that some variation in the continuity and depth of subsoil deposits and ground water levels should be anticipated due to natural deposition variations and previous onsite structures and grading. Due to seasonal moisture changes, ground water conditions should be expected to change with time. Gare should be exercised when interpolating or extrapolating subsurface soils and ground water conditions between or beyond our test pits. Project No. 13-120-01 Page 3 KRRV Development, LLC SITE EVALUATIONS General September 5, 2013 The referenced geologic map of Figure 1 indicates the site to lie across a surface contact between glacial till (Qt) soils in the western site area and recessional outwash sand deposits (Qys) near the east end of the site. The Qgt glacial till soils are highly consolidated, heterogeneous mixtures of sand, silt, clay and gravel soils deposited during the advance of the Vashon glaciation, the last glacial advance into the Puget Sound area, approximately 13,000 to 16,000 years ago. The recessional outwash sand deposits (Qys) are indicated to be typically loose, fine to medium sand soils that were deposited by melt water streams from the retreating glacial ice during the recession of the Vashon glaciation. The Qys deposits are indicated to be no more than 20 feet thick and are underlain by very dense glacial till (Qt) soils deposited at the base of the Vashon glacial ice. Based on the soils observed on the site and review of the referenced map, it is our opinion that the subsoils underlying the 1318 Kennewick Avenue NE property and the western half of the 1316 Lincoln Place NE property are most likely glacially consolidated glacial till deposits (Qt). Subsoils in the eastern half of the 1316 Lincoln Place NE property are most likely a thin layer of recessional outwash sand deposits (Qys) overlying glacial till soils at shallow depths of about 2 to 3 feet below the natural surface. The site also contains some fill deposits which could be imported soils or related to the existing onsite cut area observed east of the barn on the 1316 Lincoln Place NE property. Limits of the observed fill are approximately shown on Figure 2, but there may be other localized areas of fill as well. Based on the results of our field investigations combined with our own experience and judgment, it is our opinion that the geotechnical site conditions are suitable for the proposed development provided our recommendations are followed. Hazard Assessment Landslide: The geologic map of Figure 1 indicates no mapped landslides within the site vicinity and our site observations indicate the site is currently stable. Most of the site has gradients less than 8 percent. Considering the gentle slope gradients of the onsite natural slope areas and the observed glacial till subsoils, it is our opinion that the potential for future instability of the natural soil areas on the site is very low. Considering that the maximum height of the existing cut area is only about 4 to 5 feet and the fill mounds are only about 4+ feet and will be removed during construction we conclude that the landslide hazard of these features is insignificant. Project No. 13-120-01 Page 4 KRRV Development, LLC Erosion: The Renton COR Maps Sensitive Areas overt; within a Erosion Hazard area. We observed that the observed no indication of any seepage or concentrated September 5, 2013 y did not indicate the site is ite is well vegetated and we water flow or current or past erosion on the site except within the existing drainage swale. Based on our site observations and explorations it is our opinion that there is no unusual erosion risk at this site and any potential erosion potential resulting from development will be mitigated by our recommended grading procedures and drainage/erosion control measures and by final re-vegetation/landscaping incorporated into the proposed development plans. Coal Mine: The Renton COR Maps Sensitive Areas overlay indicated no Coal Mine Hazard at the site. Seismic: The Renton CDR Maps Sensitive Areas overlay indicated no Seismic Hazard at the site, however the Puget Sound region is a seismically active area. About 17+ moderate to large earthquakes (M5 to M7+) have occurred in the Puget Sound and northwestern Cascades region since 1872 (141 years) including the 2/28/01 M6.8 Nisqually earthquake and it is our opinion that the proposed structures will very likely experience significant ground shaking during their useful life. Based on a recently published study the site lies at about 2 miles south of the south edge of the mapped location of the Seattle fault zone which is about 3 miles wide at that location. Another recent study of the Vashon-Tacoma area presents evidence for the east -west trending Tacoma Fault which is indicated to pass through the south end of Vashon and the middle of Maury Island about 10 miles southwest of the site. The study suggests that the Tacoma Fault and the Seattle fault may be linked by a master thrust fault at depth. The site is also about 19 miles southwest of the estimated trace of the South Whidbey -Lake Alice fault. Both the Seattle and South Whidbey -Lake Alice faults have postulated maximum credible magnitudes of 7.0 to 7.5. The Seattle fault has been documented to have moved at its west end (Bainbridge Island) about 1000 to 1100 years ago and evidence of movement at the east end has also recently been documented. Some experts feel that the recurrence interval between large events on the Seattle Fault may be on the order of several thousands of years but our calculations indicate it may be on the order of 1200 to 1400 years. The activity of the documented Tacoma fault is considered to be on the same order as the Seattle fault. The recurrence of a maximum credible event on the South Whidbey fault is not known but some experts have assigned a recurrence of about 3000 years, however smaller events will occur more frequently as evidenced by the 5.3 event on May 2, 1996 which was attributed to that fault. In addition to Puget Sound seismic sources, a great earthquake event (M8 to M9+) has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100-200 years to as long as 1000+ years and the time of the last event is reported to have been about 313 years ago. Project No. 13-120-01 Page 5 KRRV Development, LLC September 5, 2013 The 2009 International Building Code (IBC) adopted by the City of Renton requires consideration of a spectral acceleration level with probability of exceedance of 2 percent in 50 years for seismic structural design. This corresponds to about a 2475 - year recurrence interval earthquake ground motion. Based on the short period spectral response accelerations presented in Figure 1613.5(1) of the 2009 IBC, adjusted as per equations 16-36, 16-38 and factored as per section 1803,5.12(2), we estimate the IBC peak ground acceleration for soils and foundation design at this site to be about 0.39g. Please note that the 0.39g peak ground acceleration includes the additional reduction factor of section 1803.5.12(2) and is not intended for structural analyses. We recommend the site be considered a Site Class D for structural design. Secondary seismic hazards due to earthquake ground shaking include induced slope failure, liquefaction, lateral spreading and ground settlement. Considering the lack of ground water and the very dense/hard nature of the soils recommended for bearing at the site, it is our evaluation that the potential for damage to the structures due to liquefaction, lateral spreading and settlement is very low to nil. The potential for seismically induced shallow failures on the site is also considered very low. Structure Support Considerations The existing onsite fill soils and loose weathered soils are not considered suitable for structure support. In our opinion all foundations should penetrate through any existing fill, topsoil and loose soils to bear on undisturbed very dense/ hard natural soils. The undisturbed very dense/hard natural glacial till soils encountered in our explorations should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 1 to 3.5 feet below the natural ground surface at the site. Conventional spread footings are considered appropriate for support of the proposed structures considering that bearing soils will generally be at shallow depths. We have included recommendations for spread footing foundations in this report. Project No. 13-120-01 Page 6 KRRV Development, LLC RECOMMENDATIONS September 5, 2013 The following subsections present our recommendations for design of foundations, retaining walls, site grading, drainage control and erosion control. Also included are recommendations for plan review and observations and testing during construction. Spread Footing Foundations Conventional spread footings founded on undisturbed very dense/hard natural glacial till soils should provide good support for the proposed structures. Bearing soils are expected to be encountered at depths ranging from about 1 to 3.5 feet below the natural ground surface of the site. Continuous wall footings should be at least 18 inches wide. Square footings for column support should be at least 24 inches wide. Footings supported on undisturbed very dense/hard natural glacial till soils may be designed based on an allowable bearing pressure of 2000 psf. All footings should be founded at least 18 inches below the lowest adjacent final grade. Where the natural bearing soils slope, the footing excavation should be stepped to maintain a horizontal bearing surface. If deep fill or other unsuitable soils are encountered, foundation loads may be transferred from the recommended minimum foundation depths to the recommended very dense/hard bearing soils by a monolith of lean concrete having a minimum compressive strength of 1000 psi. The width of an un -reinforced lean concrete monolith should be at least as wide as the footing or at least one-third of the monolith height, whichever is greater. Reinforced monoliths should be designed by a structural engineer. A suitable width trench should be excavated with a smooth edged excavator bucket (no teeth) to expose the denselvery dense bearing soils under observation by our office and backfilled as soon as possible with the lean concrete to the footing elevation. The estimated settlement of a 18 -inch wide continuous footing carrying a load of 3 kips per foot is on the order of 114 to 112 inch. Our settlement estimates assume that foundations are supported on undisturbed very dense/hard natural bearing soils and that all fill and loose/disturbed material is removed from the bearing surface prior to concrete pour. Maximum differential settlement within the proposed structures is expected to be 1/2 inch or less. Settlements are expected to occur primarily during construction. Resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.45 may be assumed with the dead load forces in contact with on-site soils. An allowable static passive earth pressure of 250 psf per foot of depth may be used for the sides of Project No. 13-120-01 Page 7 KRRV Development, LLC September 5, 2013 footings poured against undisturbed medium dense natural soils or properly compacted structural fill. An allowable static passive earth pressure of 150 psf per foot of depth may be used for the sides of footings or grade beams poured against existing loose soils. The vertical and lateral bearing values indicated above are for the total dead load plus frequently applied live loads. For short duration dynamic loading caused by seismic or wind forces, the vertical bearing values may be increased by 50 percent and allowable lateral passive pressures may be increased by 33 percent. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1 % to 0.3% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.15% of the wall height. Design of wall foundations should be in accordance with the recommendations presented in this report. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free -draining granular material may be based on an equivalent fluid density of 40 pcf. These pressures assume that there is no water pressure with the wall backfill. An additional uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.27 times the uniform vertical surcharge load. Static design of walls supporting horizontal backfill and structurally braced against movement should be based on an equivalent fluid density of 60 pcf..This pressure assumes that the wall supports a horizontal backfill of properly compacted free -draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.43 times the uniform vertical surcharge load. Seismic design of retaining walls should include a dynamic soil loading. Dynamic soil pressure should be assumed to have an inverted triangular distribution. Based on a 0.39g IBC ground motion level the dynamic soil pressure at the top of the wall should be at least 25H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and Project No. 13-120-01 Page 8 KRRV Development, LLC September 5, 2013 compacted with hand -operated equipment. Recommendations for placement and compaction of structural fill are presented under "Site Grading". Design wall pressures given above assume no water pressure behind the wall. We recommend that a drainage zone be provided behind all walls and a adequate drain system be provided at the base of the walls. Wali base drains should consist of a four - inch diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 314 to 1-112 inches. As a minimum, the drainage zone within the upper wall should consist of a Miradrain drainage mat or equivalent attached to the wall surface for the full height: and embedded into the drain gravel at the base of the wall. As an alternative a sand drainage zone could be placed the full height of the wall with a horizontal width equal to at least 1 foot. Backfill within the drainage zone should be a clean sand/gravel mixture with less than 5 percent fines based on the sand fraction. A membrane of Mirafi 140 filter fabric or equivalent should be provided between the drainage zone material and onsite silty soil backfill. The drainage zone backfill should be capped with 12 inches of silty soils to reduce surface water infiltration. Site Grading Site grading is expected to consist primarily of minor cut and fill grading and retaining wall construction to create level pads on the proposed lots, excavation for proposed foundations and subgrade preparation for slab and pavement areas and utility trenches. Onsite granular soils cleaned of debris and organics are considered suitable for use in general compacted fills but in our experience the onsite glacial till soils will be moisture sensitive with regard to grading and compaction characteristics. Grading should be scheduled for the late summer months if possible. Wet weather grading may require the use of imported clean granular fill soils which are more easily compacted at higher moisture levels. Recommendations for site preparation, temporary excavations, structural fill, subgrade preparation, site drainage and trench backfill are presented below. Site Preparation: Existing vegetation, debris, fill soils, and loose or organic natural soils should be stripped from the areas that are to be graded. During rough grading, excess soils may be stockpiled for later use. Stripping in subgrade areas is expected to average about 1 foot. Soils containing more than 1% by weight of organics may be used in planter areas, but should not be used for structural fill. Stumps, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the site. Subsoil conditions on the site may vary from those encountered in our test pits. Therefore, our office should observe the prepared areas prior to placement of any new fills. Project No. 13-120-01 page 9 KRRV Development, LLC September 5, 2013 Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not undermine existing structures or interfere with other construction. Where there is not enough room for sloped excavations, shoring should be provided. Based on the subsurface conditions encountered in the test pits, it is our opinion that sloped temporary excavations may be made vertically to depths of 4 feet or less. Excavations up to 10 feet in depth should be sloped no steeper than 1:1 within loose/medium dense soils and no steeper than Y2:1 (horizontal:vertical) within the un- weathered, hard cemented natural glacial till soils. It should be noted that the contractor is responsible for safety and maintenance of construction slopes. We recommend that cuts over 4 feet in depth be covered with visqueen tarp to help control ravelling and sloughing. Surface drainage should be directed away from the top edge of cut slopes. Surcharge loads should not be allowed within 5 feet of the top of the slope or within a 1:1 (horizontal: vertical) plane extending up from the toe of excavation, whichever is greater. Structural Fill: Provided that soil moisture can be maintained near optimum, excavated onsite soils cleaned of organics and debris may be used for general structural fill but the onsite soils are expected to be moisture sensitive and during the rainy season the soils may become too wet for practical compaction. Therefore imported granular fill soils should be used if moisture conditions cannot be adequately controlled. Loose soils, formwork and debris should be removed prior to placing fill or backfill. Structural fill should be placed in horizontal lifts not exceeding S inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by the ASTM D1557 test method. Imported granular fill should consist of clean, well -graded sand and gravel materials free of organic debris and other deleterious material. Imported material for wet weather grading should be a sand/gravel mixture with less than 5 percent fines based on the sand fraction. Permanent Slope Design: All permanent fill slopes should be constructed with properly compacted structural fill. Permanent fill slopes and cut slopes exposing weathered natural soils should be made no steeper than 2:1 (horizontal:vertical). Permanent cut slopes that expose very dense/hard cemented glacial till should be made no steeper than 1.5:1 (horizontal:vertical). All vegetation, debris and weathered soils should be removed from the proposed fill slope areas and the exposed dense natural soils should be cut to create horizontal benches prior to fill placement. Final graded slope areas should be immediately covered with a temporary surface covering such as straw mulch or other suitable erosion resistant material and should be planted with grass and deep rooted plants to provided permanent erosion control. Project No. 13-120-01 Page 10 KRRV Development, LLC September 5, 2013 Slab/Pavement Support: Slabs -on -grade and pavement should be supported directly on undisturbed dense natural soils or on properly compacted structural fill over dense natural soils. Where unsuitable soils (existing fill, loose and organic soils) exist at subgrade level, subgrade preparation should include excavation of the unsuitable soils as required to expose dense natural soils and placement of structural fill to final subgrade elevation. Subgrade fill should be placed in accordance with the recommendations for structural fill except that the top 6 inches of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557 maximum dry density in pavement and driveway areas. It should be noted that where the proposed slabs cross a fill/natural contact line, there will be a high risk of cracking. Risk of cracking can be reduced by placing construction joints at the contact and by proper steel reinforcement of the slab. Interior concrete slabs should be underlain by a capillary break consisting of a polyethylene vapor barrier of at least 6 mil thickness. Utility Trenches: Buried utility conduits should be bedded and backfilled around the conduit in accordance with the project specifications. Bedding material should extend from six inches below the pipe to six inches above the pipe. Where conduit underlies pavement or slabs -on -grade, the remaining backfill above the pipe should be placed and compacted in accordance with the recommendations for structural fill. If imported granular fill is used for trench backfill it should be capped with 12 inches of onsite silty soils. Drainage Control Surface drainage from the site and adjoining upslope areas should be controlled and diverted around the development area in a non-erosive manner. Proposed lots within the area of the existing swale will require a culvert or other drainage conveyance to carry surface and subsurface water. Adequate positive drainage should be provided away from the structures and on the site in general to prevent water from ponding and to reduce percolation of water into subsoils. Granular backfill should be capped with paving or 6 inches of onsite silty soils. A desirable slope for surface drainage is 2% in landscaped areas and 1% in paved areas. Roof drains should be tightlined into the storm drain system (no discharge on the ground surface). A permanent perimeter drain, independent of the roof drain system, should be placed adjacent to the base of the continuous exterior foundations. The drain should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of washed drain gravel per lineal foot along the base of the foundations. The drain gravel zone around the pipe should be encapsulated with a membrane of Mirafi 140 filter fabric or equivalent between the drainage zone and onsite silty soils. Project No. 13-124-01 Page 11 KRRV Development, LLC Erosion Control September 5, 2013 Although we observed no evidence of erosion, onsite soils are expected to be erodible when disturbed and exposed to concentrated water flows. Siltation fences or other detention devices should be provided around the downslope side of the disturbed site area and soil stockpile areas during construction to control the transport of eroded material. The lower edge of the silt fence fabric should have "J" shaped embedment in a trench extending at least 12 inches below the ground surface. Surface water flow should be collected in area drains and tightlined to the storm water system, no water should be discharged on the site unless via a properly designed and approved infiltration/dispersion system. Exposed final graded soil areas should be planted immediately with grass and deep rooted plants. Plan Review This report has been prepared to aid in the evaluation of this site and to assist the architect, structural and civil engineers in the design and construction of the project. It is recommended that this office be provided the opportunity to review the final design drawings and specifications to determine if the recommendations of this report have been properly implemented and to make any supplemental design recommendations which may be required. Observations and Testing During Construction Recommendations presented in this report are based on the assumption that soil conditions exposed during construction will be observed by our office so that any necessary design changes or supplements may be made. Foundation excavations should be observed to verify that they expose undisturbed very dense/ hard bearing soils and that excavations are free of loose and disturbed materials. Subsurface drainage provisions should also be verified by our office. All structural fill and slab/pavement subgrade areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by a qualified testing laboratory. Project No. 13-120-01 Page 12 KRRV Development, LLC CLOSURE September 5, 2013 This report was prepared for specific application to the subject site and for the exclusive use of KRRV Development, LLC and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. Variations may exist in site conditions between those described in this report and actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed project. If conditions encountered during construction appear to be different from those indicated in this report, our office should be notified. Respectfully submitted, GEOSPECTRUM CONSULTANTS, INC. 4�A' James A. Doolittle Principal Engineer Encl: Figures 1 and 2 Appendix A Dist: 2/Addressee Project No. 13-120-01 oDO WAS �� � - o 36,2? �. Mass a 1sr Page 13 Coleyya! Point Y •Y •r`� t �'1 V`� �^ � .r'•�+a. /: \\— T \- •�• -�—'-- ,, )C�m 'I ` � }.-~rt.:µ-„ �"�-'_.-. Qt g Qt SITE 0. t�,(`- .iL +• ¢,, ;• E,TI::�iAr '.: Qar_ �\ �i5 it i•�f I I is r !' X `,i R._. .. Ci T► Vie',_ d� ;,,a .A 'i Qt Qa_-�• REN R�' 3•,t if p•u � .� � r � � � ^.Jaid 1 •3; , !1 Jd ;, d 0«!#. 111 *2 i St h 1 �• R IV. Q. 1 'F4 . �' 1 } � l , ,5 J a {� � ' � i � i �' i ` �� Qy� � r,'kN k'!~•L �-, Yr Ei♦ ,.:� 4-7'. i S�il�r _aka -.*4, 0.. 4hMro -ed) 41 Qac ••r� f.�• .,..r` •`1. i; rr ..i 1 $ sr A• •11 r/ f;* 14,'yk w �'... f a J j ref : Preliminary Geologic Map of Seattle and Vicinty, Washington, by Waldron, Liesch, Mullineaux and crandell, USGS Map I-354, 1962, enlarged scale: 1"=20001 SITE VICINITY GEOLOGIC MAP Proposed 7-iot Shelden Plat GEOSPECTRElM CONSULTANTS, 1NC . 1318 Kennewick Ave NE & 1316 Lincoln P1 NE Vtr" '" :Ya?gRenton, Washington ...:.....:............::::.ti.:.r .::. .:. GBafachnlca/ Engins�lfng and EorYh SClancvs Proj. No. 13-121Date 9/13 Rgure 1 3N 3nN311 31M3NN3)4 GEOSPECTRUM CONSULTANTS, INC. U;. t . ........ . Ln m r@ LO �4 Ln W t �4 rs SITE DEVELOPMENT & EXPLORATION PLAN Proposed 7 -Lot Shelden Plat 318 Kennewick Ave NE & 1316 Lincoln Pl NE Renton, Washington • v) A0 44 0 4J -i ---------- rs C) 4-1 C? �j 3N 3nN311 31M3NN3)4 GEOSPECTRUM CONSULTANTS, INC. U;. t . ........ . Ln m r@ LO �4 Ln W t �4 rs SITE DEVELOPMENT & EXPLORATION PLAN Proposed 7 -Lot Shelden Plat 318 Kennewick Ave NE & 1316 Lincoln Pl NE Renton, Washington APPENDIX A FIELD EXPLORATION Our field exploration included a site reconnaissance and test pit explorations. During the site reconnaissance, the surface site conditions were noted, and the locations of the test pits were approximately determined. The test pits were approximately located using the existing structures as a guide. The approximate locations of the test pits are shown on Figure 2. Test Pit elevations were estimated based on the topographic mapping shown on Figure 2. Test faits were advanced using a trackhoe excavator. Soils were continuously logged and classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Logs of the test pits are presented on the test pit summary sheets A--1 through A-3. The test pit summaries include descriptions of the soils and pertinent field data. Soil consistency and moisture conditions indicated on the logs are interpretations based on the conditions observed in the field. Boundaries between soil strata indicated on the logs are approximate and actual transitions between strata may be gradual. TEST PIT NO. 1 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description a OL Sod SM 1 SM wrri-c sidfrfvgrl j0 6" roo o z 2 3 4 Maximum depth 3.5 feet - 5 No ground water observed. 6 7 Logged by JAD Date: 7/24/13 Elevation: 243' Consistency Moisture Color W(%) Comments dense dry............ i ht m�Ily brown 6.3 11*4 Depth Blows Class. Soil Description Consistency Moisture Color g OL Sod &crushed gravel to 1-%" rri�istlY brown SM Silty Sand f -c w/gravel to 5"" dense 1 to to 2 -------- --------------------- w/some cementation very moist ----------- ---- nr & dense rre�'- moist ........................................ ................ . 3 cemented hard ray -bin rr 4 Maximum depth 2.5 ft. No ground water observed. 5- 6- 71 67 M Elevation: 246' W(%) Comments 12.6 GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9113 Figure A-1 TEST PIT NO. 3 Logged by JAD Date: 7124113 Depth Blows Class. Soil Description D OL Sod v- 1 SM Si -c san'dfine 2 ............. cement 3 4 Maximum depth 2.5 feet. 5 No ground water observed. 6 7 Logged by JAD Date: 7/24/13 Depth Blows Class. Soil Description 0 OL Sod 1 SM Silty Sand, very fine 2 3 cemented w1 4 1 Maximum depth 3 ft. No ground water observed. 5 rl Elevation: 255' Consistency Moisture Color W(%) Comments loose dry.......... brown dense .. brown 8.8 maistll ----------------- 8.5 to very dense to -------------------- moist - �--------- hard arav-brn 7.4 Elevation: 255.5' Consistency Moisture Color W(%) Comments loose mtsaisily brown to 8.8 moist ----------------- Tedium GEOSPECTRUM CONSULTANTS, INC. Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9/13 Figure A-2 TEST PIT NO. 5 Logged by JAD Date: 7124/13 Depth Blows Class. Soil Description 0 OL Sod 1 SM w1II-c san'dfine 2 3 4 Maximum depth 4 feet. 5 1 1 No ground water observed. Consistency Moisture Color loose a.�------...--- brown slig.1) m is to moist ...................... Teendiium moist se Elevation: 265' W(%) Comments 5.3 -&---1 14.0 TEST PIT NO. 6 Logged by JAD Date: 7124/13 Elevation: 260.5' Depth Slows Class. Soil Description Consistency Moisture Color W(%) Comments o OL Sod slicht{ly SM Silty Sand, very fine loo7e m is brown 1 wl some gravel to moist 9.9 2 ectium....... ............................................dense moist c m ted wloccgravel. hard Vy- m. -r 16.8 3 4 Maximum depth 3 ft. No ground water observed. 5- 6- 67 71 GEOSPECTRUM CONSULTANTS, INC, Proposed 7 -Lot Shelden Plat 1318 Kennewick Ave. & 1316 Lincoln Place Geotechnical Engineering and Earth Sciences Renton, Washington Proj. No. 13-120 Date 9113 Figure A-3 Section 7: Other Permits None applicable at this time Section 8: CSWPPP Analysis and Design The proposed development consists of 1.17 acres of property. The proposal is to minimize the amount of area needed to install the required improvements. The access road together with the on-site utilities can be installed with clearing and grading of less than 0.50 acres. The property is currently covered with grass and landscaping. These areas should be retained to prevent any runoff from occurring during construction. The soils are such that construction during the wet months should not cause any major runoff. Minimizing the disturbance of the property will allow for minimal erosion control. An erosion control plan will be provided as part of the civil construction plans submitted to the City of Renton for the utility permit. Section 9; Bond Quantities, Facility Summaries, and Declaration of Covenant These documents will be prepared and provided at the time of Construction Plan submittal to the City of Renton. At this time, the storm system and analysis provides for a conceptual system that will be finalized during civil plan preparation. A Declaration of Covenant (Operation, maintenance, and restrictions) will be provided for the proposed BMP's shown on the civil construction plans. Section 10: Operation and Maintenance Manual The Operation and Maintenance of the proposed BMP`s provided will be included within the Declaration of Covenant from Section 9. These documents will be provided for review on as part of the utility permit submittal.