Loading...
HomeMy WebLinkAboutPermit PL18-0030 - GARREN SHORT PLAT - LAND DIVISIONGARREN SHORT PLAT 3365900395 PARENT FILE PL18-0030 THIS FILE L18-0042 LAND DIVISION/SHORT PLAT MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Senior Planner 00711 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson(a,tukwilawa.gov DATE: August 8, 2018 SUBJECT: Garren — 3 Lot Short Plat at 14243 57`h Ave. South TL no. 336590-0395 Short Plat and Miscellaneous Comments Short Plat — L18-0042 Public Works has the following Preliminary Short Plat comments. 1. Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on two new single family homes is $300.00. (see enclosed application) 2. Provide a draft copy of the Private Access & Utilities Easement and Maintenance Agreement within Lots 1 and 2 for the benefit of Lots 1, 2, and 3. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Access & Utilities Easement and Maintenance Agreement should include language stating who will maintain the access road; including pavement, storm drainage, and utilities; and by what portion. (See sample — enclosed.) Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign w/Notary a Private Access and Utilities Easement and Maintenance Agreement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 2. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to future final short plat recording, as City must have time to process this document). Short Plat Survey Map Public Works has no comments. Short Plat Site Development Plan 1. Provide note on Final short plat map. "Comply with the Geotechnical Engineering Report, by Geo Resources, LLC, dated February 28, 2017; and subsequent geotechnical reports." Page 1 of 2 2. New legal description for Lot 1 should include `subject to and together with' 20' Private Access & Utilities Easement. 3. New legal description for Lot 2 should include `subject to and together with' 20' Private Access & Utilities Easement. — reference the — reference the 4. New legal description for Lot 3 should include `together with' — reference the 20' Private Access & Utilities Easement. Miscellaneous Comments 1. A Transportation Impact Fee applies to the future Building permits. (see PW Bulletin A3 enclosed) Transportation Impact Fee in Zone 2 is $1,297.22 per new single family residence. 2. Turnover documents will be required for the new catch basin, and water meter boxes & water service lines within 57`1' Ave. South. Provide cost(s) for each item to be turned over. City will prepare documents for Owner(s) signature. Owner shall pay for recording at King County Recorder's Office. 3. Provide a completed Public Works permit fee estimate sheet as part of the future Public Works permit. (For Public Works activities only including — erosion control, grading, paving, and any other water/sanitary sewer/storm drainage work outside the building — as applicable. (see PW Bulletin A2 enclosed) 4. The applicant shall apply for a Public Works (PW) type `C2' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 5. Senior Surface Water Engineer is Ryan Larson, P.E., (206) 431-2456 Ryan.Larson@TukwilaWA.gov. Civil Engineer may provide a proposed storm drainage plan to Ryan for his review & discussion. Page 2 of 2 • eitg of .J uIaaiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Shana Markstrom , HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 9th day of _Aug , 2018 Project Name: Garren Short Plat Project Number: L18-0042 Associated File Number (s): PL18-0030 Mailing requested by: Jaimie Reavis Mailer's signature: __--- WAADMIN\ADMIN FORMS\AFFIDAVIT OF DISTRIBUTION.DOC • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Notice of Decision August 8, 2018 Mr. Hans Korve DMP Engineering 726 Auburn Way N. Auburn, WA 98002 RE: Garren Short Plat, L18-0042 14243 57th Ave S., Tukwila, WA 98168 (parcel #336590-0395) Dear Mr. Korve: The Short Subdivision Committee has completed review of your short plat application (No. L18-0042) and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Preliminary Approval Conditions 1) Revise the Short Plat Survey Map as follows: a) Add file number L18-0042 in the space provided at the upper left-hand corner on all three sheets of the survey. b) Revise the email address for the Tukwila Planning Division at the upper left-hand corner on all three sheets of the survey. The correct email address is nlanning(tukwilawa.gov b) Label the assigned addresses on each lot as follows on sheet 3 of 3: Lot 1 — 14243 57th Ave. S. Lot 2 — 14245 57th Ave. S. Lot 3 — 14241 57th Ave. S. c) Add the following note to Sheet 3 of the survey: i. New residential homes shall be equipped with a fire sprinkler system. d) Add the existing garage to Sheet 3 if it will remain on the site. e) New legal description for Lot 1 should include 'subject to and together with' — reference the 20' Private Access & Utilities Easement. f) New legal description for Lot 2 should include 'subject to and together with' — reference the 20' Private Access & Utilities Easement. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • • Garren Short Plat, L18-0042 August 8, 2018 Page 2 g) New legal description for Lot 3 should include 'together with' — reference the 20' Private Access & Utilities Easement. h) Provide note on Final short plat map. "Comply with the Geotechnical Engineering Report, by Geo Resources, LLC, dated February 28, 2017; and subsequent geotechnical reports." 2) Prior to final approval of this short plat, the existing shed located on the boundary between Lot 1 and Lot 3 shall be either (1) demolished, or (2) moved to Lot 1 and meet applicable setback requirements. 3) The Existing Conditions and Site Plan (Sheet 2 of 6 of Civil Plans) existing trees on the project site, including those to be removed. A tree inventory and evaluation dated 12/28/2017 was also prepared by A.B.C. Consulting Arborists LLC for this project. A total of 54 significant trees are identified in the tree inventory. Of the 54 significant trees on the site, the report states that 9 have defects of note and a classified as "not viable". Of the 45 remaining trees classified as being "viable", the report states that two will be removed and an additional tree may need to be removed. As part of the Public Works Permit and prior to anv tree removals, the applicant shall work with Tukwila staff to conduct a site visit to verify the condition of existing trees on the site and to develop a tree replacement plan for trees proposed to be removed that are still alive. Tree protection measures as outlined in TMC 18.54.070 shall be included in plans submitted for the Public Works construction permit. 4) Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on two new single-family homes is $300.00. (see enclosed application) 5) Provide a draft copy of the Private Access & Utilities Easement and Maintenance Agreement within Lots 1 and 2 for the benefit of Lots 1, 2, and 3. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Access & Utilities Easement and Maintenance Agreement should include language stating who will maintain the access road; including pavement, storm drainage, and utilities; and by what portion. (See sample — enclosed.). Prior to final short plat, the owner shall sign w/Notary a Private Access and Utilities Easement and Maintenance Agreement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 6) Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to future final short plat recording, as City must have time to process this document). 7) This project is proposing two new rock walls, one on the south side of the site crossing from Lot 1 into Lot 2; and another along the western property line of Lot 1, adjacent to Lot 3. Provide a note on the short plat survey which assigns maintenance responsibility for each of the walls. Responsibility can be divided up by lot or shared jointly among Tots for each of the rock walls. 8) All water meters and associated water supply piping shall be sufficient to support the required residential fire sprinkler systems for each new lot. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Garren Short Plat, L18-0042 August 8, 2018 Page 3 • • 9) Fire ladder access: The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the homes, please contact the Tukwila Fire Marshal's office. 10) Fire hydrants: For short plat development (four single-family homes or less) and individual single- family homes, fire hydrants shall be placed so that a hydrant is no more than 250 feet by line of vehicular travel to the nearest point of the building. For developments greater than four single-family homes, the hydrant shall be no more than 150 feet by line of vehicular travel to the nearest point of the building. Informational Items that will apply to future construction permits: 1) Tree replacement will be required for trees proposed to be removed. 2) A Transportation Impact Fee applies to the future Building permits. (see PW Bulletin A3 enclosed) Transportation Impact Fee in Zone 2 is $1,297.22 per new single-family residence. 3) Turnover documents will be required for the new catch basin, and water meter boxes & water service lines within 57th Ave. South. Provide cost(s) for each item to be turned over. City will prepare documents for Owner(s) signature. Owner shall oav for recording at King County Recorder's Office. 4) Provide a completed Public Works permit fee estimate sheet as part of the future Public Works permit. (For Public Works activities only including — erosion control, grading, paving, and any other water/sanitary sewer/storm drainage work outside the building — as applicable. (see PW Bulletin A2 enclosed) 5) The applicant shall apply for a Public Works (PW) type `C2' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 6) Senior Surface Water Engineer is Ryan Larson, P.E., (206) 431-2456 Rvan.LarsonPTukwilaWA.gov. Civil Engineer may provide a proposed storm drainage plan to Ryan for his review & discussion. NEXT STEPS: 1. Construction permits: Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. A Street Use will be part of this permit and bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way is required. For utilities provided by other entities, contact the individual providers. 2. Final Approval: Submit documents for final approval. After installing the required site improvements and complying with the conditions of approval submit the necessary short plat documents (survey, legal descriptions, and other required paper work) for city signatures. All taxes and fees assessed against the Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov • • Garren Short Plat, L18-0042 August 8, 2018 Page 4 property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and all the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. 3. Recording: The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. In many circumstances, building permits on the short -platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. EXPIRATION OF PRELIMINARY APPROVAL The final approved short plat must be filed with the King County Department of Records within one year from the date of this preliminary approval or the application will expire. The City may grant a single one-year extension if requested in writing prior to the expiration date. APPEAL RIGHTS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. To appeal the decision, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. S. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all Hearing Examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwitaWA.gov Garren Short Plat, L18-0042 • • August 8, 2018 Page 5 If you have any questions about this matter please direct them to the project planner, Jaimie Reavis. She can be reached by phone at 206-431-3659 or email at Jaimie.Reavis0TukwilaWA.gov. . Si cerely, Pace C ir, Short Subdivision Committee cc: U#ienry Hash, Public W rks Director,,, (please initial your approval) Jay Wittwer, Fire Chief (please initial your approval) Kevin Garren, Owner King County Assessor, Accounting Division Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director July 19, 2019 Mr. Kevin Garren 29317 152nd Ave SE Kent, WA 98042 RE: Garren Short Plat Extension Request, Tukwila File #L18-0042 14243 57th Ave. S. (parcel #s 3365900395) Dear Mr. Garren: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval.will expire on August 8, 2020. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431-3659 or by email at Jaimie.Reavis@TukwilaWA.gov. Sincerely, ack Pace, Director Community Development cc. Land Use Project File (PL18-0039) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov June 26, 2019 Jack Pace, Director of Community Development City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Request for One Year Permit Extension — Small Plat Permit L18-0042 Dear Sir, This letter is written to request a one-year extension of the approved small plat permit L18-0042. The one-year extension is requested for one year beyond the current expiration date of August 1, 2019. The public works permit for this project was not approved until 6/6/19. I have decided to sell this property and the new buyer/developer will need the additional time to receive bids, select the contractors and complete the work. I have also requested a 6-month extension to pick up the public works permit PW19-0009. That request was emailed to Laurie Werle today and it has been granted. Sincerely, //k---- C2 Kevin Garren 29317 152nd Ave SE Kent, WA 98042 • City of Tukwila • Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION June 14, 2018 Hans Korve DMP, Inc. 726 Auburn Way N. Auburn, WA 98002 Sent via email to: hans@dmp-inc.us RE: Garren Short Plat, Land Use File # L18-0042 (Project Number PL18-0039) Dear Mr. Korve, Your application for a Short Plat to subdivide one existing lot into three Tots in Tukwila was determined to be complete on June 12, 2018 for the purposes of meeting state -mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions. Sincerely, Jaimie Reavis Senior Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov TO: City of Tukwila Department of Community Development File Number L18-0042 LAND USE PERMIT ROUTING FORM ®Planning ©Public Works ®Fire Dept. CI Police Dept. ❑Parks/Rec Project: Garren Short,Plat (PL18-0039) Address: 14243 57th Ave S Date transmitted: 6/12/18 Response requested by: 6/26/18 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: /,,,/�.�p� Update date: Comments f� p prepared by: To: Building City of Tukwila Department of Community Development File Number L18-0042 LAND USE PERMIT ROUTING FORM Public Works ®Fire Dept. ❑Police Dept. ❑Parks/Rec Project: Garren Short Plat (PL18-0039) Address: 14243 57th Ave S Date transmitted: 6/12/18 Response requested by: 6/26/18 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments Update date: prepared by: 1 City of Tukwila Department of Community Development RECEIVED JUN 13 2018 TUKWILA PUBLIC WORKS File Number L18-0042 LAND USE PERMIT ROUTING FORM TO: ®Building ®Planning ®Fire Dept. El Police Dept. ❑Parks/Rec Project: Garren Short Plat (PL18-0039) Address: 14243 57th Ave S Date transmitted: 6/12/18 Response requested by: 6/26/18 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) ( g-c-e .4s- i eJ Put.' i G 42.0 CO iM .n1 •e,..kS Wo vies p •s. Plan check date: Comments Update date: prepared by: DRAINAGE ASSESSMENT RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER This project proposes to subdivide the approximately 0.60 acre parcel into three sing e- family residential lots. The project address is 14243 57th Ave. S, Tukwila, with tax parcel 3365900395. The site is within the SW quarter of Section 14, Township 23N, Range 4E, Willamette Meridian, King County, WA. Access to the site is via 57th Ave. S. The property is surrounded by single-family homes on lots on three side, and is adjacent to 57th Ave. S along the east side. The rectangular -shaped project site is mostly landscaped, with some mature trees. There is an existing house with associated structure in the eastern half of the property. The existing structures will remain in the proposed Lot 1. Site runoff sheet flows from west to east, and drains into the conveyance facilities along 57th Ave. S. Site soils are classified as glacial till in the geotech report, dated Feb. 28, 2017 (See attached). Use of infiltration facilities have been ruled out in the said report. This project is a single-family residential project, and is proposing no more than 7,947 sq.ft. of impervious surfaces.- A portion of the existing driveway will be resurfaced and impervious surfaces will be limited and indicated on the face of the final plat map. Since the site is already landscaped, there are no proposed pervious areas. This project will therefore fall under the Simplified Drainage Review per Figure 1.1.2.A of the 2016 KCSWDM (See attached). Since the proposed lots will be under 22,000 sq.ft. in size, this project falls under the Small Lot BMP requirements. The following BMPs were considered: 1. FulrDispersion — There are nonative vegetation areas with sufficient length to meet the requirements for this BMP. Therefore, full dispersion cannot be used for this development. 2. Full Infiltration — Infiltration facilities have been ruled out in the geotechnical report. Therefore, full infiltration is not feasible for this project. 3. Limited Infiltration - Infiltration facilities have been ruled out in the geotechnical report. Furthermore, slopes within the proposed lots are steeper than 15%, therefore, limited infiltration is not feasible for this project. 4. Bioretention - Infiltration facilities have been ruled out in the geotechnical report. Furthermore, slopes within the proposed lots are steeper than 15%, therefore, bioretention is not feasible for this project. 5. Permeable Pavement - Infiltration facilities have been ruled out in the geotechnical report. Furthermore, slopes within the proposed pave ent ,areas, l MAY 162018 Community Development are steeper than 10%, therefore, permeable pavement is not feasible for this project. 6. Basic Dispersion — The proposed lots are steeper than 15%, therefore, basic dispersion is infeasible. 7. Reduced Impervious Surface Credit - In order to limit the amount of total impervious surfaces for this project to no more than 7,947 sq.ft., the amount of impervious surface on the new lots will be determined during the engineering design. The allowable areas will be placed on the face of the final plat map. 8. Native Growth Retention Credit — There are no native vegetated surface available for this project. 9. Retention of Soil Moisture Capacity — There are no new pervious surfaces being proposed. Soil compaction will be minimized during construction. 10. Perforated Pipe Connection — The new lots will be provided with perforated pipe connections. We believe that with the size of this project and the implementation of the proposed BMPs, this project should not have any adverse effects on the downstream properties. MAY 16 2016 Comm I^ Developinant STAMP NOT VAUD UNLESS SIGNED & DATED dip SECTION 1.1 DRAINAGE REVIEW • FIGURE 1.1.2.A FLOW CHART FOR DETERMINING TYPE OF DRAINAGE REVIEW REQUIRED Is the project a single family residential or agricultural project that results in >_2,000 sf of new plus replaced impervious surface or >_7,000 sf of land disturbing activity, results in less than 5,000 square feet of new plus replaced pollution generating impervious surface, results in less than'/< acre of pollution generating pervious surfaces AND meets one of the following criteria? • The project meets the Basic Exemption from flow control in..Core Requirement #3. Note the Basic Exemption thresholds are applied by project site. Cyor projects inside the Urban Growth Area on predominately till soils: The project results in no more than 7,947 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 14,941 — 1.88 x (total target impervious surfaces) • For projects inside the Urban Growth Area on predominately outwash soils: The project results in no more than 6,872 square feet of target impervious surfaces' as defined in Section • 1.1.2.1 AND proposed pervious area is equal to or less than 20,343 — 2.96 x (total target impervious surfaces) • For outside the Urban Growth Area on predominately till soils: The project results in no more than 5,074 square feet of target impervious surfaces* as defined in Section 1.1.2.1 AND proposed pervious area is equal to or less than 11,570 — 2.28 x (total target impervious surfaces) • For outside the Urban Growth Area on predominately outwash soils: The project results in no more than 4,000 square feet of target impervious surfaces* as defined in Section • 1.1.2.1 AND proposed pervious area is equal to or less than 10,720 — 2.68 x (total target impervious surfaces) • Is an agricultural project that qualifies for the 'Impervious Surface Percentage Exemption For Agricultural Projects" detailed in Core Requirement 3 No Yes SIMPLIFIED DRAINAGE REVIEW. Section 1.1.2.1 Note: The project may also be subject to Targeted Drainage Review as determined below. _ Is the project a single family residential or agricultural project that results in >_2,000 sf of new plus replaced impervious surface or >_7,000 sf of land disturbing activity AND is not subject to Large Project Drainage Review as defined in Section 1.1.2.5? No Does the project result in >2,000 sf of new plus replaced impervious surface or >_7,000 sf of land disturbing activity? Yes Yes 10. DIRECTED DRAINAGE REVIEW Section 1.1.2.3 t• Does the project have the characteristics of one or more of the following categories.of projects (see more detailed threshold language on p. 1-15)? 1. Projects containing or adjacent to a flood, erosion, or steep slope hazard area; or projects within a Critical Drainage Area or Landslide Hazard Drainage Area. 2. Projects proposing to construct or modify a drainage pipe/ditch that is 12" or larger or receives runoff from a 12" or larger drainage pipe/ditch. 3. Redevelopment projects proposing >_$100,000 in improvements to an existing high -use site. No Reassess whether drainage review is required per Section 1.1.1 (p. 1-9). Is the project an Urban Planned Development (UPD), OR does it result in >-50 acres of new impervious surface within a subbasin or multiple subbasins that. are hydraulically connected, OR does it have a project site >_50 acres within a critical aquifer recharge area? Yes 1 .'.TARGETED DRAINAGE REVIEW Section• 1.1.2.2 No REC V ; jes FULL.DRAINAGE REVIEW Section 1.1.2.4 LARGE PROJECT DRAINAGE REVIEW Section 1.1.2.5 ,w .AAA iA "" 1bLulu 4/24/?Od 6 Community top nont 1-14 2016 Surface Water Design Manual • • G E O R E S O U RC E S earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 I www.georesources.rocks Mr. Kevin Garren 29317 152nd Ave SE Kent, Washington 98042 (206) 714-9143 February 28, 2017 Geologic Stability Assessment & Infiltration Feasibility Proposed Short Plat Development 14243 57th Avenue South • Tukwila, Washington PN: 336590039507 Doc ID: Garren.57thAveS.RG INTRODUCTION This geotechnical report summarizes our site observations, subsurface explorations, laboratory testing and engineering analyses and provides our opinion on the geologic stability and feasibility for stormwater infiltration for the proposed short plat development to be located at 14243 57th Avenue South in the City of Tukwila, Washington. The site is currently developed with a single- family residence and a detached carport and garage. The general location of the site is shown on the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our subsurface explorations, our January 20, 2017 and February 3, 2017 site visits, and our experience in the area. We understand that the .proposed development will include the construction of at least two residential buildings with associated utilities. The existing site configuration is illustrated on the attached Site & Exploration Plan, Figure 2. SCOPE The purpose of our services is to evaluate the surface and subsurface conditions across the site as a basis for providing geotechnical recommendations and design criteria for the proposed development and to satisfy section 18.45.040-C.1 of the Tukwila Municipal Code. Specifically, the scope of services for this project will include the following: 1. Perform a data search for existing publicly available data in the area; 2. Perform a site reconnaissance to observe the site slopes, exposed soils, surface water conditions, and excavate 2-3 test pits to evaluate infiltration feasibility at the new lot locations; 3. Complete a Geologic Instability Assessment in accordance with Tukwila City code. and provide preliminary design infiltration rates based on lab data, if feasible. The above scope of work was summarized in our Proposal for Geotechnical Engineering Services dated January 11, 2017. We received authorization on January 15, 2017. may, 7 t..D NAY 16 2018 Community Development • • Garren.57thAveS.RG February 28, 2017 page 12 SITE CONDITIONS Surface Conditions The proposed short plat is located in an area of established residential development on the Tukwila glacial upland area. According to the King County public GIS, the site is rectangular in shape, measures about 135 feet wide (north to south) by about 195 feet deep (east to west), and encompasses approximately 0.6 acres. The site is currently developed with an existing residence, including a small rock wall and stairs along the eastern property line and a detached garage and carport. The site is bounded by existing residential development on the north, south, and west and by 57th Avenue South on the east. The site slopes down to the northeast at inclinations of 20 to 25 percent in the upper portion of the site and at inclinations of 5 to 10 percent in the lower portion of the site. Total topographic relief on the site is approximately 40 feet based on King County GIS data and as observed in the field. Existing site conditions are shown on Figure 2. No evidence of slope instability or soil movement was observed at the site at the time of our site visit. No evidence of standing water, seeps, or springs was observed on the site. Site Geology According to the draft Geologic Map of the Des Moines 7.5-minute Quadrangle, King County, Washington by Booth, D.B., and Waldron, H.H., the site is in an area underlain by the Renton Formation (Tpr) and glacial till (Qvt). The glacial till soils were generally deposited during the most recent Vashon Stade of the Fraser Glaciation, some 12,000 to 15,000 years ago. Glacial till consists of a heterogeneous mixture of clay, silt, sand and gravel that was deposited at the base of the continental ice mass and is typically encountered in a very dense condition. The till was overridden by the ice mass, and as such is considered overconsolidated and in a very dense condition, and exhibits high strength and low compressibility characteristics where undisturbed. The glacial sediments overlie Tertiary sandstone and siltstone with coal interbeds (Tpr) known as the Renton Formation. Portions of the Renton Formation"or after sandstone or silts -tone deposits may be deposited with glacial till in this area due to the erosive nature of the Cordilleran Ice Sheets glaciation during the Vashon Stade along sandstone eskers in the Tukwila highland area. An excerpt of the above reference geologic map is attached as Figure 3. No evidence of erosion, active landslide activity, or slope instability was observed at the time of our site visits. No areas of landslide deposits or mass wasting are noted on the referenced geologic map at or within the immediate vicinity of the site. Subsurface Explorations On February • 3, 2017, GeoResources geotechnical staff was on site and monitored the excavation of three test pits to depths of 7 feet below the existing ground surface. The specific number, locations, and depths of our explorations were selected by the owner and GeoResources based on the configuration of the proposed development and were adjusted in the field based on site access limitations and utility locations. A field representative from our office continuously monitored the explorations, maintained logs of the subsurface conditions encountered, obtained representative soil samples, and observed pertinent site features. Representative soil samples obtained from the explorations were placed in sealed plastic bags and taken to a laboratory for further examination and testing as deemed necessary. Each test pit was then backfilled with excavated soils and abandoned. REC„' MAY 16 2018 GEORESOURCEGommimity Development �-J • • Garren.57thAveS.RG February 28, 2017 page 13 The subsurface explorations excavated as part of this evaluation indicate the subsurface conditions at specific locations only, as actual subsurface conditions can vary across the site. Furthermore, the nature and extent of such variation would not become evident until additional explorations are performed or until construction activities have begun. Based on our experience in the area .and extent of prior explorations in the area, it is our opinion that the soils encountered in the explorations are generally representative of the soils at the site. The soils encountered were visually classified ins accordance with the Unified Soil Classification System (USCS) and ASTM D: 2488. The USCS is included in Appendix A as Figure A-1. The approximate locations of our test pits are indicated on the attached Site and Exploration Plan, Figure 2, while the descriptive logs of our test pits are included in Appendix A. Below, Table 1 summarizes the approximate functional locations, surface elevations, and termination depths of our test pits. TABLE 1: APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS • Test Pit Number Functional Location . . Surface Elevation, (feet) Termination . • Depth . (feet) . . 'Termination Elevation (feet) TP-1 West of existing carport 175 7 168 TP-2 West of existing driveway, Midslope 185 7 178 TP-3 North of existing residence _ 173 7 166 _ Notes: 1: Elevation datum: from King County public GIS 2: Elevations are approximate based on visual and hand measurements. Subsurface Conditions Our test pits encountered uniform subsurface conditions that generally confirmed the mapped stratigraphy. In general, our test pits encountered sod and topsoil over medium dense to very dense tan/grey silty sand with sandstone inclusions to depths of 7 feet below existing grades. We interpret these surficial soils as glacial till. Table 2 summarizes the approximate thicknesses, depths, and elevations of selected soil layers. TABLE 2: APPROXIMATE THICKNESS, DEPTHS, AND ELEVATION OF SOIL TYPES ENCOUNTERED IN EXPLORATIONS Test Pit Number Thickness of Topsoil and Fill . (feet) :Depth to Weathered Till (feet) . Depth to Glacial Till • . (feet) . Elevation of Top of G• lacial Till TP-1 2' 236 4 171 TP-2 . 11/2 11 31/2 181Yz TP-3 1 Y 1' . 4 169 Notes: Elevation datum: King County public GIS ka.o. ‘4,0 t4AY 16 2010 Community Development GEORESOURCES • . Garren.57thAveS.RG February 28, 2017 page 1 4 Laboratory Testing Geotechnical laboratory tests were performed on select samples retrieved from the borings to determine soil index and engineering properties encountered. Laboratory testing included visual soil classification per ASTM D: 2488, moisture content determinations per ASTM D: 2216, and grain size analyses per ASTM D: 422 standard procedures. The results of the laboratory tests are included in Appendix B. Groundwater Conditions Evidence of groundwater was observed in both our test pits at the time of drilling. We also observed groundwater seepage in TP-2. Perched groundwater typically develops when the vertical infiltration of precipitation through a more permeable soil is slowed at depth by a deeper, less permeable soil type. We anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, off -site construction activities, and site utilization. Below, Table 4 summarizes our depth to and elevation of groundwater encountered in our borings. TABLE 3: Approximate Depths and Elevations of Groundwater Encountered in Explorations Test Pit Number . . Depth to Groundwater (feet) • Elevation of Groundwater (feet) Date Observed . • TP-1 4 171 February 3, 2017 (ATE) TP-2 5 180 February 3, 2017 (ATE) TP-3 NE NE NE Notes: . Elevation datum: Elevation information based on King County GIS data. ATE = At Time of Excavation NE = Not Encountered ENGINEERING CONCLUSIONS AND RECOMMENDATIONS Based on the results of our data review, site reconnaissance, subsurface explorations and our experience in the area, it is our opinion that the site is suitable for the proposed development. Pertinent conclusions and geotechnical recommendations regarding the design and construction of the proposed development are presented below. Areas of Geologic Instability Based on the results of our site reconnaissance, subsurface explorations, and our experience in the area, it is our opinion that the site is a Class 3 "area of potential geologic instability' as defined in. Tukwila Municipal Code Chapter 18.45.120. A Class 3 area is defined as an area where landslide potential is high, which include areas sloping between 15% and 40% and which are underlain by relatively impermeable soils or by bedrock. Since we observed no evidence of past instability onsite, site slopes slightly steeper than 15%, no localized shallow perched groundwater, and very dense till subgrade, it is our opinion that although the slope meets the technical criteria of D = �.. . NAY 16 2010 GEORESOURCES Community Development • • Garren.57thAveS.RG February 28, 2017 page 1 5 a Class 3 geologic area, the site soils and slopes are stable under the existing conditions. It is also our opinion that the proposed site development should not have an adverse impact on the site stability. Recommended Setback Since no active landslide hazard or area of geologic instability was observed on or near the site, no prescriptive buffer should be required. The 2015 IBC, Section 1808.7 requires building setback from slopes that are greater than 33 percent unless evaluated and reduced, and/or a structural setback is provided, by a licensed geotechnical engineer. Since, the slope is less than 33%, no structural setback is required in accordance with the 2015 International Building Code. Infiltration Feasibility Groundwater seepage was encountered in two of our test pits at the time of digging. We also expect that the site is prone to a seasonal "perched" groundwater condition. Perched groundwater develops when the infiltration of water through a shallow, more permeable soil is slowed at depth by a deeper, less permeable soil type, such as the deeper, dense to very dense glacial till. Based on the soil conditions encountered in our test pits, onsite infiltration of collected stormwater does not appear feasible across the site. Our test pits encountered dense to very dense glacially consolidated soils with bedrock inclusions at depths of 4 feet or less. Till and bedrock are considered indurate and typically do not support infiltration. Additionally, the test pits had evidence of mottling, which is an indicator of a perched, seasonal groundwater atop the till layer. Therefore, we recommend any stormwater collected at the site be conveyed to an appropriate dispersion or discharge system. Each residence should be provided with a perimeter footing drain per the IBC. Design of drainage for basement walls is not in our current scope. LIMITATIONS We have prepared this report for use by Mr. Kevin Garren and other members of the design team, for use in the design of a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors for their bidding or estimating purposes only. Our report, conclusions and interpretations are based on our subsurface explorations, data from others and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except asspecifically described in our report for consideration in design. '!. 162O1 • =^ sew€ '-� -"r'1.111111.11111111111�Community GEORESOURCES Oev Iopmcnt Garren.57thAveS.RG February 28, 2017 page 16 If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. ♦ ♦ ♦ We have appreciated the opportunity to be of service to you on this project. If you have any questions or comments, please do not hesitate to call at your earliest convenience. Respectfully submitted, GeoResources, LLC Dustin R. Taylor, EIT Staff Engineer Dana C. Biggerstaff, PE SeniorGeotechnical Engineer DRT:KSS:DCB DocID: Garren.57thAveS.RG Attachments: Figure 1: Site Vicinity Map Figure 2: Site & Exploration Plan Figure 3: NRCS SCS Soils Map Figure 4: USGS Geologic Map Appendix "A" - Subsurface Explorations Appendix "B" - Laboratory Test results Brad P. Biggerstaff, LNG Principal MAY 162010 Community Development GEORESOURCES 1-7-1-1. . +r1 ; `sr Si., ,''a I! Approximate ite Location (map created from King County Public GIS http://www.kingcounty.gov/services/gis/Maps/imap.aspx) RECEIVED MAY 16 2018 Community Development Not to Scale GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E.. Suite 16 I Fife. WA 96424 1253.896.1011 ! www georesou ces.racks Site Location Map Proposed Short Plat Development 14243 - 575h Avenue South King County, Washington PN: 336590039507 DocID: Garren.57thAveS.F February 2017 Figure 1 (NV 9001:1,0 ti •• ..'v: ;s,,, ' :. \� \ ` ;�:.w ' ?.� '' . ` \ ,'. \ \ ` ,•_.„ ::t i �i 1: L \ 111 }t -� b \\ • �~'\ \} '\. \___cam: ‘ ' t t .z ' ,,. r.: \ ' TP Est 1z} 'TP A f ' 1 ,. i. 4 i. q' `"� a `.j ` , .1 900570. - .;..:;'‘\-----L-I 7.------''' 7:-:-.4 -----..; •---;_____;:----".717:71-11: v--105 �,� .. •J:::i5 9u 1.0-95—37'143 ri' ^5 st 9 c r. 3.3 6ram; r.. :15 e;5 r3 ,y! • Approximate Site Location (map created from King County Public GIS http://www.kingcounty.gov/services/gis/Maps/imap.aspx) si Approximate location and number of test pit 1f 16 2O Devc CommiOpmiPnun. �� Not to Scale GEORESOURCES earth science & geotechnicai engineering S007 Pacific Hwy E.. Suite 16 I Fite, WA 98424 253.39E.1011 ; www.georescurces.rocks Site & Exploration Plan Proposed Short Plat Development 14243 - 57th Avenue South King County, Washington PN:336590039507 DocID: Garren.57thAveS.F February 2017 Figure 2 Soil Type Ur Approximate Site Location Map created from Web Soil Survey (htt:p://websoil survey.sc.egov.usda.gov/App/WebSc ilsurvey.aspx) Soil Name Urban land Parent Material GEORESOURCES e,.rrtl1 . �.ta"r '�' k1 Err�r..^t.e.'<:t�r!,(di, r,t"t',Iraec.t m"1. 5005 Far BiC Hwy i rage 16 (,t'r, MA 9E554 253 1011 wVON ,ecxre5o5,7rs 5,55s Erosion Hazard 51 Hydrologic Soils Group NRCS Soils Map Proposed Short Plat Development 14243 - 57`h Avenue South King County, Washington PN: 336590039507 DorlL: Garren.57thAveS.F February 2017 Not to Scale Figure 3 Approximate Site Location (An excerpt from the Geologic Map of the Des Moines 7.5-minute Quadrangle, King County, Washington by Booth, Derek B. and Waldron, Howard H) Qvr Recessionalmtwash deposits Qvt too„tchtSifirepopot GEORESOURCES earth r hEl 5;107 PaE:ErE H,Ey E SOW, 16 1 WA +Pi+124 2S3.39.6 10".1 www georeso,,rces fICAS Till Reriton Formation Not to Scale USGS Geologic Map Proposed Short Plat Development 14243 - 57''' Avenue South King County, Washington PN: 336590039507 DocID: Garreri.57thAveS.F February 2017 Figure 4 Appendix A Subsurface Explorations AY162O1 Community Development SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME GRAVEL CLEAN GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL GP POORLY -GRADED GRAVEL COARSE GRAINED More than 50% GRAVEL GM SILTY GRAVEL SOILS Of Coarse Fraction Retained on No. 4 Sieve WITH FINES GC CLAYEY GRAVEL • SAND CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND More than 50% SP POORLY -GRADED SAND Retained on No. 200 Sieve More than 50% SAND SM SILTY SAND Of Coarse Fraction Passes No. 4 Sieve WITH FINES SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE CL CLAY GRAINED SOILS Liquid Limit Less than 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT. More than 50% CH CLAY OF HIGH PLASTICITY, FAT CLAY Passes No. 200 Sieve Liquid Limit 50 or more ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS • PT PEAT • NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry- Absence of moisture, dry to the touch in general accordance with ASTM D2488-90. Moist- Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet- Visible free water or saturated, usually soil is obtained from below water table 3. Description of soil density or consistency are based on interpretation of blow count data, visual appearance of , �. y�, soils, and or test data. RECE `' MAY 16 2010 Community GE earth 5007 Pacific O science Hwy E., Suite R & 16 I Fife, E S O geotechnical WA 98424 1253.896.1011 U '" R C engineering I www.gewesources.recks E S Unified Soils Classification System Proposed Short Plat Development . 14243 - 57tf' Avenue South King County, Washington PN: 336590039507 ' DocID: Garren.57thAveS.F February 2017 Figure A-1 Test Pit TP-1 Location: West of Existing Carport Approximate Elevation: 175 feet Depth (feet) Soil Type Soil Description 0.0 - 0.3 Topsoil, Grass 0.3 - 2.5 SP Brown silty SAND with burnt wood and gravel (medium dense, moist) 2.5 - 7.0 SP Tan/grey mottled silty SAND with gravel and occasional boulder (dense to very dense, moist to wet) Terminated at 7.0 feet below ground surface No caving observed Groundwater seepage observed at 4 feet below ground surface. Test Pit TP-2 .Location: West of Existing Driveway / Midslope Approximate Elevation: 185 feet Depth (feet) Soil Type Soil Description 0.0 - 0.3 - Topsoil, Grass 0.3 - 1.5 SP Brown silty SAND with gravel (medium dense, moist) 1.5 - 3.5 ML Tan/grey mottled sandy SILT with gravel (medium dense, moist) 3.5 - 7.0 ML Tan/grey mottled 'sandy SILT with gravel (dense to very dense, moist to wet) Terminated at 7.0 feet below ground surface. No caving observed. Groundwater seepage observed at 5 feet below ground surface. Test Pit TP-3 Location: North of Existing Residence Approximate Elevation: 173 feet Depth (feet) Soil Type Soil Description 0 - 0.5 - Topsoil, Grass . 0.5 - 1.5 SP Brown silty SAND with gravel (medium dense, moist) 1.5 - 4.0 ML Tan/grey mottled sandy SILT with gravel (medium dense to dense, moist) 4.0 - 7.0 SP Tan/grey mottled silty SAND with gravel and occasional boulder (dense to very dense, moist) Terminated at 7.0 feet below ground surface. RECE5� .7 .� °, No caving observed. �' e No groundwater seepage observed. MAY 16 2010 Community Logged by: D.R. Taylor Excavated on: 4%6)16'07j32017 Test Pit Logs _-..d.ml® Proposed Short Plat Development 14243 - 57`'' Avenue South G E O R.E S O U R C E S King County, Washington earth science & geote.chnical engineering PN: 336590039507 5007 Pacific Hwy E.. Suite 16 I Fife, WA 98424 1 253.896.1011 i www.georesources.racks Job: Garren.57thAveS.F February 2017 Figure A-2 • • Appendix B Laboratory Results 11ECE ai ;r MAY 162018. Community Development co Particle Size Distribution Report n, fU rn f0 U ) .• a U S. SIEVE 8 in. 3 in 2 OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER 1 % in. Y. in. 3/8 n. 0140 n. ' In it4 # 0 #20 #30 #40 #80 #100 #200 100 90 1��.� I I I I I PERCENT COARSER c O O^ CV VS V. N 2^O cop T 80 ).---..........f._ 70 ' w 60 \ \ ' z LL 50 z Lu U o: d 40 LLLL 30 >� 20 10 0 100 10 GRAIN 0 1 0.01 0.001 SIZE - mm. ,/o +3„ % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt I Clay D 0.0 1.4 42.2 5.2 7.5 20.4 23.3 _ 0.0 4.9 10.6 3.5 13.0 30.9 37.1 Q 0.0 0.0 0.2 0.2 6.2 37.3 56.1 Identification Date Sampled Date Received Date Tested 0 Source of Sample: TP-1 Depth: 7 Sample Number: 3 2/3/17 2/10/17 _ Source of Sample: TP-2 Depth: 6 Sample Number: 3 2/3/17 2/10/17 Q. Source of Sample: TP-3 Depth: 5 Sample Number: 3 2/3/17 2/10/17 Client Kevin Garren GeoResources, LLC /� Fife W" 0NSamM 2I3,5%092512 0 Sample 1D:092513 L Sample ID:092514 NM-16.6% NM-33.8% Project Garren,Kevin.57thAveSouth Project No. Garren.57thAveS Figure Tested By: JPK Checked By: • • /.l,ri:■- GEORESOURCES earth science & geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 I www.georesources.rocks Mr. Kevin Garren 29317 152nd Ave SE Kent, Washington 98042 (206) 714-9143 February 28, 2017 RECEIVED CITY OF TUKWILA MAY 162018 PERMIT CENTER Geologic Stability Assessment & Infiltration Feasibility Proposed Short Plat Development 14243 57th Avenue South Tukwila, Washington PN: 336590039507 Doc ID: Garren.57thAveS.RG INTRODUCTION This geotechnical report summarizes our site observations, subsurface explorations, laboratory testing and engineering analyses and provides our opinion on the geologic stability and feasibility for stormwater infiltration for the proposed short plat development to be located at 14243 57th Avenue South in the City of Tukwila, Washington. The site is currently developed with a single- family residence and a detached carport and garage. The general location of the site is shown on the attached Site Vicinity Map, Figure 1. Our understanding of the project is based on our discussions with you, our subsurface explorations, our January 20, 2017 and February 3, 2017 site visits, and our experience in the area. We understand that the proposed development will include the construction of at least two residential buildings with associated utilities. The existing site configuration is illustrated on the attached Site & Exploration Plan, Figure 2. SCOPE The purpose of our services is to evaluate the surface and subsurface conditions across the site as a basis for providing geotechnical recommendations and design criteria for the proposed development and to satisfy section 18.45.040-C.1 of the Tukwila Municipal Code. Specifically, the scope of services for this project will include the following: 1. Perform a data search for existing publicly available data in the area; 2. Perform a site reconnaissance to observe the site slopes, exposed soils, surface water conditions, and excavate 2-3 test pits to evaluate infiltration feasibility at the new lot locations; 3. Complete a Geologic Instability Assessment in accordance with Tukwila City code and provide preliminary design infiltration rates based on lab data, if feasible. The above scope of work was summarized in our Proposal for Geotechnical Engineering Services dated January 11, 2017. We received authorization on January 15, 2017. Garren.57thAveS.RG February 28, 2017 page 12 • • SITE CONDITIONS Surface Conditions The proposed short plat is located in an area of established residential development on the Tukwila glacial upland area. According to the King County public GIS, the site is rectangular in shape, measures about 135 feet wide (north to south) by about 195 feet deep (east to west), and' encompasses approximately 0.6 acres. The site is currently developed with an existing residence, including a small rock wall and stairs along the eastern property line and a detached garage and carport. The site is bounded by existing residential development on the north, south, and west and by 57th Avenue South on the east. The site slopes down to the northeast at inclinations of 20 to 25 percent in the upper portion of the site and at inclinations of 5 to 10 percent in the lower portion of the site. Total topographic relief on the site is approximately 40 feet based on King County GIS data and as observed in the field. Existing site conditions are shown on Figure 2. No evidence of slope instability or soil movement was observed at the site at the time of our site visit. No evidence of standing water, seeps, or springs was observed on the site. Site Geology According to the draft Geologic Map of the Des Moines 7.5-minute Quadrangle, King County, Washington by Booth, D.B., and Waldron, H.H., the site is in an area underlain by the Renton Formation (Tpr) and glacial till (Qvt). The glacial till soils were generally deposited during the most recent Vashon Stade of the Fraser Glaciation, some 12,000 to 15,000 years ago. Glacial till consists of a heterogeneous mixture of clay, silt, sand and gravel that was deposited at the base of the continental ice mass and is typically encountered in a very dense condition. The till was overridden by the ice mass, and as such is considered overconsolidated and in a very dense condition, and exhibits high strength and low compressibility characteristics where undisturbed. The glacial sediments overlie Tertiary sandstone and siltstone with coal interbeds (Tpr) known as the Renton Formation. Portions of the Renton Formation or other sandstone or siltstone deposits may be deposited with glacial till in this area due to the erosive nature of the Cordilleran Ice Sheet's glaciation during the Vashon Stade along sandstone eskers in the Tukwila highland area. An excerpt of the above reference geologic map is attached as Figure 3. No evidence of erosion, active landslide activity, or slope instability was observed at the time of our site visits. No areas of landslide deposits or mass wasting are noted on the referenced geologic map at or within the immediate vicinity of the site. Subsurface Explorations On February 3, 2017, GeoResources geotechnical staff was on site and monitored the excavation of three test pits to depths of 7 feet below the existing ground surface. The specific number, locations, and depths of our explorations were selected by the owner and GeoResources based on the configuration of the proposed development and were adjusted in the field based on site access limitations and utility locations. A field representative from our office continuously monitored the explorations, maintained logs of the subsurface conditions encountered, obtained representative soil samples, and observed pertinent site features. Representative soil samples obtained from the explorations were placed in sealed plastic bags and taken to a laboratory for further examination and testing as deemed necessary. Each test pit was then backfilled with excavated soils and abandoned. RECEIVED _....�r/llr` iAY 16 2018 GEORESO Ity Development Garren.57thAveS.RG February 28, 2017 page 13 • • The subsurface explorations excavated as part of this evaluation indicate the subsurface conditions at specific locations only, as actual subsurface conditions can vary across the site. Furthermore, the nature and extent of such variation would not become evident until additional explorations are performed or until construction activities have begun. Based on our experience in the area and extent of prior explorations in the area, it is our opinion that the soils encountered in the explorations are generally representative of the soils at the site. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) and ASTM D: 2488. The USCS is included in Appendix A as Figure A-1. The approximate locations of our test pits are indicated on the attached Site and Exploration Plan, Figure 2, while the descriptive logs of our test pits are included in Appendix A. Below, Table 1 summarizes the approximate functional locations, surface elevations, and termination depths of our test pits. TABLE 1: APPROXIMATE LOCATIONS, ELEVATIONS, AND DEPTHS OF EXPLORATIONS Test Pit Number Functional Location Surface Elevation, (feet) Termination Depth (feet) Termination Elevation (feet) TP-1 West of existing carport 175 7 168 TP-2 West of existing driveway, Midslope 185 7 178 TP-3 North of existing residence 173 7 166 Notes: 1: Elevation datum: from King County public GIS , 2: Elevations are approximate based on visual and hand measurements. Subsurface Conditions Our test pits encountered uniform subsurface conditions that generally confirmed the mapped stratigraphy. In general, our test pits encountered sod and topsoil over medium dense to very dense tan/grey silty sand with sandstone inclusions to depths of 7 feet below existing grades. We interpret these surficial soils as glacial till. Table 2 summarizes the approximate thicknesses, depths, and elevations of selected soil layers. TABLE 2: APPROXIMATE THICKNESS, DEPTHS, AND ELEVATION OF SOIL TYPES ENCOUNTERED IN EXPLORATIONS Test Pit Number Thickness of Topsoil and Fill (feet) • Depth to Weathered Till (feet) Depth to Glacial Till (feet) Elevation of Top of Glacial Till TP-1 ' 21/2 21/2 4 171 TP-2' 11/2 11/2 31/2 1811/2 TP-3 .11 1 ih 4 169 Notes: Elevation datum: King County public GIS RECEIVED MAY 16 2010 . unitl GEoREsoCteoespment Garren.57thAveS.RG February 28, 2017 page 1 4 • • Laboratory Testing Geotechnical laboratory tests were performed on select samples retrieved from the borings to determine soil index and engineering properties encountered. Laboratory testing included visual soil classification per ASTM D: 2488, moisture content determinations per ASTM D: 2216, and grain size analyses per ASTM D: 422 standard procedures. The results of the laboratory tests are included in Appendix B. Groundwater Conditions Evidence of groundwater was observed in both our test pits at the time of drilling. We also observed groundwater seepage in TP-2. Perched groundwater typically develops when the vertical infiltration of precipitation through a more permeable soil is slowed at depth by a deeper, less permeable soil type. We anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, off -site construction activities, and site utilization. Below, Table 4 summarizes our depth to and elevation of groundwater encountered in our borings. TABLE 3: Approximate Depths and Elevations of Groundwater Encountered in Explorations Test Pit Number Depth to Groundwater (feet) Elevation of Groundwater (feet) Date Observed TP-1 4 171 February 3, 2017 (ATE) TP-2 5 180 February 3, 2017 (ATE) TP-3 NE NE NE Notes: Elevation datum: Elevation information based on King County GIS data. ATE = At Time of Excavation NE = Not Encountered ENGINEERING CONCLUSIONS AND RECOMMENDATIONS Based on the results of our data review, site reconnaissance, subsurface explorations and our experience in the area, it is our opinion that the site is suitable for the proposed development. Pertinent conclusions and geotechnical recommendations regarding the design and construction of the proposed development are presented below. Areas of Geologic Instability Based on the results of our site reconnaissance, subsurface explorations, and our experience in the area, it is our opinion that the site is a Class 3 "area of potential geologic instability" as defined in Tukwila Municipal Code Chapter 18.45.120. A Class 3 area is defined as an area where landslide potential is high, which include areas sloping between 15% and 40% and which are underlain by relatively impermeable soils or by bedrock. Since we observed no evidence of past instability onsite, site slopes slightly steeper than 15%, no localized shallow perched groundwater, and very dense till subgrade, it is our opinion that although the slope meets the technical criteria of RECEIVED _//! 5 2018 GEORESOL ommunitj Development Garren.57thAveS.RG February 28, 2017 page 15 a Class 3 geologic area, the site soils and slopes are stable under the existing conditions. It is also our opinion that the proposed site development should not have an adverse impact on the site stability. Recommended Setback Since no active landslide hazard or area of geologic instability was observed on or near the site, no prescriptive buffer should be required. The 2015 IBC, Section 1808.7 requires building setback from slopes that are greater than 33 percent unless evaluated and reduced, and/or a structural setback is provided, by a licensed geotechnical engineer. Since, the slope is less than 33%, no structural setback is required in accordance with the 2015 International Building Code. Infiltration Feasibility Groundwater seepage was encountered in two of our test pits at the time of digging. We also expect that the site is prone to a seasonal "perched" groundwater condition. Perched groundwater develops when the infiltration of water through a shallow, more permeable soil is slowed at depth by a deeper, less permeable soil type, such as the deeper, dense to very dense glacial till. Based on the soil conditions encountered in our test pits, onsite infiltration of collected stormwater does not appear feasible across the site. Our test pits encountered dense to very dense glacially consolidated soils with bedrock inclusions at depths of 4 feet or less. Till and bedrock are considered indurate and typically do not support infiltration. Additionally, the test pits had evidence of mottling, which is an indicator of a perched, seasonal groundwater atop the till layer. Therefore, we recommend any stormwater collected at the site be conveyed to an appropriate dispersion or discharge system. Each residence should be provided with a perimeter footing drain per the IBC. Design of drainage for basement walls is not in our current scope. LIMITATIONS We have prepared this report for use by Mr. Kevin Garren and other members of the design team, for use in the design of a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors for their bidding or estimating purposes only. Our report, conclusions and interpretations are based on our subsurface explorations, data from others and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible between the explorations and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities • comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. RECEIVED I_1 MAY16 2018 ___•�""'°` Community GEORESOURCES • Garren.57thAveS.RG February 28, 2017 page 16 If there are any changes in the. loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. ♦ ♦ ♦ We have appreciated the opportunity to be of service to you on this project. If you have any questions or comments, please do not hesitate to call at your earliest convenience. Respectfully submitted, GeoResources, LLC —(71( Dustin R. Taylor, EIT Staff Engineer Dana C. Biggerstaff, PE Senior Geotechnical Engineer DRT:KSS:DCB DocID: Garren.57thAveS.RG Attachments: Figure 1: Site Vicinity Map Figure 2: Site & Exploration Plan Figure 3: NRCS SCS Soils Map Figure 4: USGS Geologic Map Appendix "A" - Subsurface Explorations Appendix "B" - Laboratory Test results Brad P. Biggerstaff, LHG Principal RECEIVED rt4AY 16 2018 GEORE -�CJRC en i '\ .laml i La,tt..-` ttt `� , ���,j, \ 'arm rk ...zt >{ ti "' �:'f s, ;i `1(f-t _. �,�' . 1 e , . ,, ♦ L M� i` 1 J 1• l •- �!1 till IE N•% '{,� .�'�/ • •ir •]• \ \ 'liar` / ._I llllw '�T� /�r'.1 _ • c - � i -IJ SCi.itll�yilCE Park \.,, � e! i .tf �\ Foster /< u�yt� . '"; c. Golf . jj Mill �rI',� �.. Links ,q-w to I� .i ..,t 4. , ((( ..� i.':` ,q may•,,.,,;- - se VI • E -0 riat —u;' Miiiii rdeli ��,NN!!i1i! 5t ii� 1I M2!. i i� t— \ , 1 111 — thtt 11 _ — ' Park .._. il ei� s �n — '�IQII1 � 1� Mid �� L L� 1 � ''�' - i = s stsl (map created `..N_ ,„ J ;: , , ,f: s from King County Approximate Public GIS http://www.kingcounty.gov/services/gis/Maps/imap.aspx) ite Location RECEIVED MAY 16 2018 Community Not to Scale Develop' GE earth 5007 Pacific 0 science Hwy E., Suite r.y R & 16 I rife, E S 0 geotechnical WA 98424 1253.896.1011 U I R C engineering www.georesources.rocks E S tent Site Location Map Proposed Short Plat Development 14243 - 57t" Avenue South King County, Washington PN: 336590039507 DocID: Garren.57thAveS.F February 2017 Figure 1 3?va': vllfi�' 1 Itfl Approximate Site Location (map created from King County Public GIS http://www.kingcounty.gov/services/gis/Maps/imap.aspx) Approximate location and number of test pit GEORESOURCES in science , geotechnical engineering 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 www.georesources.rocks RECEIVED HAY 16`03 Communit, Developm it Not to Scale Site & Exploration Plan Proposed Short Plat Development 14243 - 57th Avenue South King County, Washington PN: 336590039507 DocID: Garren.57thAveS.F February 2017 Figure 2 Celia akeriaarie wow 0400 110.11000101 *AO 1911000001011eAmMakereleow ape Approximate Site Location Map created from Web Soil Survey(http://websoilsurvey.sc.egov,usda.gov/App/WebSoilSurvey.aspx) Soil Type Ur Soil Name Urban land WAN Parent Material GEORESOURCES r�Ult-°i'f11"91( 500) Peciht Hwy f Suite 16 1 hte, WA 98424 i 25.3.896 1011 WOW gecit 5aurcks r 00.5 Slopes Erosion Hazard Hydrologic Soils Group NRCS Soils Map Proposed Short Plat Development 14243 - 57'h Avenue South King County, Washington PN: 336590039507 DodD: Garren.57thAveS.F February 2017 Not to Scale Figure 3 Approximate Site Location (An excerpt from the Geologic Mop of the Des Moines 7.5-minute Quadrangle, King County, Washington by Booth, Derek ft and Waldron, Howard fi) Qvr Qvt Tpr GEORESOURCES t-tt it't-'ttw• irti(cti tetittWH-t(•:tf.t'f Wtttr- Pactftt: Hwy WA iitt42,1 25:t.b96,1011 .ww.gove,ourt,,$3o, Recessional outwash deposits Till Renton Formation USGS Geologic Map Proposed Short Plat Development 14243 - 57Avenue South King County, Washington PN: 336590039507 DocID: Garren.57LhAveSt February 2017 Not to Scale rigure. 4 • Appendix A Subsurface Explorations RECE VED MAY 16 Z018 Comm' mrtv Development NOTES: 1. 2. 3. SO1 CLASSIFICATION SYSTEI, MAJOR DIVISIONS GROUP SYMBOL • GROUP NAME COARSE GRAINED SOILS More than 50% Retained on No. 200 Sieve GRAVEL More than 50% Of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More than 50% Of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or more' INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY • ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT SOIL MOISTURE MODIFIERS: Field classification is based on visual examination of soil Dry- Absence of moisture, dry to the touch in general accordance with ASTM D2488-90. Moist- Damp, but no visible water Soil classification using laboratory tests is based on ASTM D2487-90. Wet- • Visible free water or saturated, usually soil is obtained from below water table Description of soil density or consistency are based on interpretation of blow count data, visual appearance of REC $'N E ' soils, and or test data. �'� '3 �.. MAY 162018 Community Development GE earth 5007 Pacific -"""'� O science Hwy E., Suite R & 16 I File, E S O geotechnical WA 98424 1253.896.1011 U �� RC engineering I rrww.georesourtes.rotks E S Unified Soils Classification System Proposed Short Plat Development 14243 - 57th Avenue South King County, Washington PN: 336590039507 DocID: Garren.57thAveS.F February 2017 Figure A-1 • Test Pit TP-1 Location: West of Existing Carport Approximate Elevation: 175 feet Depth (feet) Soil Type Soil Description 0.0 - 0.3 Topsoil, Grass ' 0.3 - 2.5 SP Brown silty SAND with burnt wood and gravel (medium dense, moist) 2.5 - 7.0 SP Tan/grey mottled silty SAND with gravel and occasional boulder (dense to very dense, moist to wet) Terminated at 7.0 feet below ground surface No caving observed Groundwater seepage observed at 4 feet below ground surface. • Test Pit TP-2 Location: West of Existing Driveway / Midslope Approximate Elevation: 185 feet Depth (feet) Soil Type Soil Description 0.0 - 0.3 - Topsoil, Grass 0.3 - 1.5 SP Brown silty SAND with gravel (medium dense, moist) 1.5 - 3.5 ML Tan/grey mottled sandy SILT with gravel (medium dense, moist) 3.5 - 7.0 ML Tan/grey•mottled sandy SILT with gravel (dense to very dense, moist to wet) Terminated at 7.0 feet below ground surface. No caving observed. . Groundwater seepage observed at 5 feet below ground surface. Test Pit TP-3 Location: North of Existing Residence • Approximate Elevation: 173 feet Depth (feet) Soil Type Soil Description 0 - 0.5 - Topsoil, Grass . 0.5 - 1.5 SP Brown silty SAND with gravel (medium dense, moist) 1.5 - 4.0 ML Tan/grey mottled sandy SILT with gravel (medium dense to dense, moist) 4.0 - 7.0 SP Tan/grey mottled silty SAND with gravel and occasional boulder (dense to very dense, moist) Terminated at 7.0 feet below ground surface. REC E3'� F :� E. No caving observed. No groundwater seepage observed. MAY 16 2010 Community Development Logged by: D.R. Taylor Excavated on: February 3, 2017 Test Pit Logs Proposed Short Plat Development ._1.`` 14243 - 57th Avenue South GE O R E S O U R C E S King County, Washington earth science & geotechnical engineering PN: 336590039507 5007 Pacific Hwy E., Suite 16 I Fife, WA 98424 1253.896.1011 I www.georesources.rocks Job: Garren.57thAveS.F February 2017 Figure A-2 • Appendix B Laboratory Results RECE ED MAY 16 2018 Community Development a) L 0) C• 0 • O• 0) ' a) O O w : C. 0) U 0) 9— O• 0) a)cn— m .5 x• a) a) O `) (a ' (0 a) rn a) 1- Particle Size Distribution Report U.S. SIEVE OPENING IN INCHES 1 % in. 31, in. 3/8 in. 6 in. 3 in. 2 in. 1 % in. U.S. STANDARD SIEVE NUMBERS #140 # 0 #20 #30 #40 #60 #100 #200 100 nn r . I I I I I C71G IIVL IIIUII,IUVc VI CIVVCIIGI Illy IUGI IUI,GI JOI I IVIC:J. PERCENT FINER Os' W A (T O) V CO K O O O O 0 O O 0 O C -3..'."..'.......C1'.\\\\ • • 2 100 10 a GRAIN 01 SIZE - mm. D % Gravel % Sand ii % +3.. Coarse Fine Coarse Medium Fine Sit u O n 0.0 1.4 42.2 5.2 7.5 20.4 u _ 0.0 4.9 10.6 3.5 13.0 30.9 a n 0.0 0.0 0.2 0.2 6.2 37.3 6 n Identification Date : u O Source of Sample: TP-1 Depth: 7 Sample Number: 3 2/ - _ Source of Sample: TP-2 Depth: 6 Sample Number: 3 2/ ,A Source of Sample: TP-3 Depth: 5 Sample Number: 3 2/ 5 Client Kevin Garren • GeoResources,LLC 0 Sample ID:092. ,,NM-23.5% i Project Garren,Kevin.57thAveSouth 0 Sample ID:092. a NM-16.6% Project No. Garren.57thAveS Figure Fife WA 6. Sample ID:092. NM-33.8% Tested By: JPK Checked By: R.� ED. MAY 162019 Communit"/ Developmant MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis,,eS�eniior Planner Di FROM: PUBLIC WORKS DEPT. — DadMcPherson, Development Engineer david.mcphersonAtukwilawa.gov DATE: August 8, 2018 SUBJECT: Garren — 3 Lot Short Plat at 14243 57th Ave. South TL no. 336590-0395 Short Plat and Miscellaneous Comments Short Plat — L18-0042 Public Works has the following Preliminary Short Plat comments. 1. Provide a completed Traffic Concurrency Certificate Application as part of this Short Plat. Test Fee based on two new single family homes is $300.00. (see enclosed application) 2. Provide a draft copy of the Private Access & Utilities Easement and Maintenance Agreement within Lots 1 and 2 for the benefit of Lots 1, 2, and 3. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Access & Utilities Easement and Maintenance Agreement should include language stating who will maintain the access road; including pavement, storm drainage, and utilities; and by what portion. (See sample — enclosed.) Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Owner shall sign w/Notary a Private Access and Utilities Easement and Maintenance Agreement. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 2. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to future final short plat recording, as City must have time to process this document). Short Plat Survey Map Public Works has no comments. Short Plat Site Development Plan 1. Provide note on Final short plat map. "Comply with the Geotechnical Engineering Report, by Geo Resources, LLC, dated February 28, 2017; and subsequent geotechnical reports." Page 1 of 2 t= , 2. New legal description for Lot 1 should include `subject to and together with' 20' Private Access & Utilities Easement. 3. New legal description for Lot 2 should include `subject to and together with' 20' Private Access & Utilities Easement. — reference the — reference the 4. New legal description for Lot 3 should include `together with' — reference the 20' Private Access & Utilities Easement. Miscellaneous Comments 1. A Transportation Impact Fee applies to the future Building permits. (see PW Bulletin A3 enclosed) Transportation Impact Fee in Zone 2 is $1,297.22 per new single family residence. 2. Turnover documents will be required for the new catch basin, and water meter boxes & water service lines within 57th Ave. South. Provide cost(s) for each item to be turned over. City will prepare documents for Owner(s) signature. Owner shall pay for recording at King County Recorder's Office. 3. Provide a completed Public Works permit fee estimate sheet as part of the future Public Works permit. (For Public Works activities only including — erosion control, grading, paving, and any other water/sanitary sewer/storm drainage work outside the building — as applicable. (see PW Bulletin A2 enclosed) 4. The applicant shall apply for a Public Works (PW) type `C2' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 5. Senior Surface Water Engineer is Ryan Larson, P.E., (206) 431-2456 Ryan.Larson@TukwilaWA.gov. Civil Engineer may provide a proposed storm drainage plan to Ryan for his review & discussion. Page 2 of 2 ?Uhl' UN' aII 111' 1U110:1 DALEY-MORROW-POBLETE, INC. ENGINEERING -SURVEYING -LAND PLANNING 726 Auburn Way North Auburn, WA 98002 (253) 333-2200 FAX (253) 333-2206 Closure Reports Lot name: Boundary North: 176492.7507 Line Course: S 89-04-10. North: 176489.6336 Line Course: S 01-05-38 North: 176353.6584 Line Course: N 89-04-10 North: 176356.7755 Line Course: N 01-05-38 North: 176492.7507 East: 1296779.2217 E Length: 191.93 East: 1296971.1264 W Length: 136.00 East: 1296968.5300 W Length: 191.93 East: 1296776.6253 E Length: 136.00 East: 1296779.2217 Perimeter: 655.86 Area: 26,102 sq.ft. 0.60 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 655,860,000.00 Lot name: Lot 1 North: 176491.2889 Line Course: S 89-04-10 North: 176489.6335 Line Course: S 01-05-38 North: 176353.6583 Line Course: N 89-04-10 North: 176354.8265 Line Courser N 24-45-29 North: 176417.3027 Line Course: N 01-05-38 East: 1296869.2098 E Length: 101.93 East: 1296971.1264 W Length: 136.00 East: 1296968.5300 W Length: 71.93 East: 1296896.6095 W Length: 68.80 East: 1296867.7969 E Length: 74.00 (RECEIVED JUN 13 201M TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 16 2018 PERMITS CENTER 17-150 Garren PSP Page 1 of 3 February 19, 2018 y'T • • North: 176491.2892 East: 1296869.2097 Perimeter: 452.66 Area: 12,932 sq.ft. 0.30 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0003 Course: N 29-33-44 W Error North: 0.00028 East: -0.00016 Precision 1: 1,391,445.47 Lot name: Lot 2 North: 176418.7642 East: 1296777.8089 Line Course: S 89-04-1.0 E Length: 90.00 North: 176417.3025 East: 1296867.7970 Line Course: S 24-45-29 E Length: 68.80 North: 1763 54.8263 East: 1296896.6096 Line Course: N 89-04-10 W Length: 120.00 North: 1763 56.7752 East: 1296776.6254 Line Course: N 01-05-38 E Length: 62.00 North: 176418.7639 East: 1296777.8090 Perimeter: 340.80 Area: 6,510 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0003 Course: S 29-33-44 E Error North: -0.00028 East: 0.00016 Precision 1: 1,047,595.13 Lot name: Lot 3 North: 176492.7507 East: 1296779.2217 Line Course: S 89-04-10 E Length: 90.00 North: 176491.2 890 East: 1296869.2098 Line Course: S 01-05-38 W Length: 74..00 North: 176417.3025 East: 1296867.7971 Line Course: N 89-04-10 W Length: 90.00 North: 176418.7642 East: 1296777.8090 Line Course: N 01-05-38 E Length: 74.00 North: 176492.7507 East:1296779.2217 17-150 Garren PSP Page 2 of February 19, 2018 • Perimeter: 328.00 Area: 6,660 sq.ft. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000 Precision 1: 328,000,000.00 0 EC. gYsue_ � ss aD MAY 16 2018 Community Development 17-150 .Garren PSP Page 3 of 3 February 19, 2018 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Reference Number(s) of Related Document(s): Grantor: Kevin M.Garren, an Individual Grantee: The City of Tukwila, a municipal corporation of King County, Washington Legal Description: LOT 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. Abbreviated Legal Description: A Portion of the SE1/4 of the SW '/, Sec. 14, T. 23 N., R. 4 E., WM. Assessor's Tax Parcel ID Number(s): 336590-0395 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Kevin M. Garren, an Individual, ("Grantor), and the City of Tukwila, a Washington municipal corporation ("Grantee"). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described above. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit L 18-0042, and/or construction permits for the Property. Page 1 of 4 WHEREAS, Grantor has performed a geological report, prepared by Geo Resources, LLC, dated February 28, 2018. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described on page 1 of this document. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Page 2 of 4 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2018. Grantor/Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Kevin M.Garren is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 4 DATED this day of , 2018. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: Approved As to Form: City Clerk City Attorney STATE OF WASHINGTON) ) ss. County of King On this day of ; 2018, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, known to me to be the Mayor, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Page 4 of 4 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Reference Number(s) of Related Document(s): Grantors: Kevin M. Garren, an Individual and J. Ronald Ellis, an Individual Grantee: The City of Tukwila, a municipal corporation of King County, Washington Legal Description: LOT 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. Abbreviated Legal Description: A Portion of the SE1/4 of the SW 1/4, Sec. 14, T. 23 N., R. 4 E., WM. Assessor's Tax Parcel ID Number(s): 336590-0395 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Kevin M.Garren, an Individual, and J. Ronald Ellis, an Individual ("Grantors), and the City of Tukwila, a Washington municipal corporation ("Grantee"). RECITALS WHEREAS, the Grantors own and have applied for necessary permits to develop certain real property (the "Property") legally described above. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantors to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. Page 1 of 4 WHEREAS, the Grantors assumed this obligation in order to obtain said short subdivision approval under permit L 18-0042, and/or construction permits for the Property. WHEREAS, the Grantors have performed a geological report, prepared by Geo Resources, LLC, dated February 28, 2017. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantors hereby acknowledges, the Grantors shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantors or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described on page 1 of this document. 2. Grantors on their own behalf and on behalf of their heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantors will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantors construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantors and Grantee, their successors and assigns. Page 2 of 4 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2018. Grantor/Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Kevin M.Garren is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2018. Grantor/Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that J. Ronald Ellis is the person who appeared before me, and said individual acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 4 DATED this day of , 2018. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: Approved As to Form: City Clerk City Attorney STATE OF WASHINGTON ) ss. County of King On this day of , 2018, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, known to me to be the Mayor, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Page 4 of 4 `SAMPLE' After recording Please return to: Kevin M. Garren 29317 152nd Ave. S.E. Kent, WA 98042 PRIVATE ACCESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L18-0042 GRANTOR: Kevin M. Garren — (Owner of Lots 1, 2, and 3 - City of Tukwila Short Plat No. L18-0042) GRANTEE: Kevin M. Garren — (Owner of Lots 1, 2, and 3 - City of Tukwila Short Plat No. L18-0042) Grantor Legal Description Legal Description: LOT 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. Being within a portion of the SE1/4 of the SW 1/4, Sec. 14, T. 23 N., R. 4 E., WM. Grantor - Assessors Tax Parcel No. 336590-0395 Grantee Legal Description Legal Description: LOT 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. Being within a portion of the SE1/4 of the SW 1/4, Sec. 14, T. 23 N., R. 4 E., WM. Grantee - Assessors Tax Parcel No. 336590-0395 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. Page 1 of 3 For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Access and Utilities Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: ACCESS AND UTILITIES EASEMENT OVER A PORTION OF LOTS 1 AND 2 OF CITY OF TUKWILA SHORT PLAT L18-0042. A PORTION OF THE FOLLOWING DESCRIBED PARCEL: LOT 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. THAT PORTION BEING MORE FULLY DESCRIBED AS FOLLOWS: XXXXXXXXXXXXX 2. This easement is for the sole purpose of the construction, use and maintenance of an Access and Utilities Easement. 3. Grantee shall install any improvements in said Access and Utilities Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Access and Utilities Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Access and Utilities Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. 6. It is the intent of the GRANTOR that this agreement shall not be extinguished by the doctrine of merger. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2018. Grantor/Grantee/Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that Kevin M. Garren is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 First American First American Title Insurance Company 818 Stewart Street, Suite 800 Seattle, WA 98101 April 19, 2018 Paul Morrow Daley Morrow Poblete Inc 726 Auburn WAY N Auburn, WA 98002 Phone: (253)333-2200 Fax: (253)333-2206 Title Officer: _ Curtis Goodman Phone: (206)615-3069 Fax No.: (866)561-3729 E-Mail: cgoodman@firstam.com Order Number: 1571956 Escrow Number: 1571956 Buyer: Owner: Property: Garren 14243 57th Avenue S Tukwila, Washington 98168 RECEIVED JUN 13 2018 TUKWILA PUBLIC WORKS Attached please find the following item(s): Guarantee • Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First! RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER 'Form 5003353 (7-1-14) Page 1 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington! First American Guarantee Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-1571956 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES Daley Morrow Poblete Inc the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Title Insurance Company Denis J', Gilmore :'resident. Jeffrey S. Robinson Secteda This jacket was created electronically and constitutes an original document RECE :ED MAY 16 2018 Community Development 'Form 5003353 (7-1-14) iPage 2 of 9 1Guarantee Number: 1571956 1 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington] SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent•the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all il"1 a: t,o �� • � �� ^'t .. x.r9 t,AY162019 Form 5003353 (7-1-14) 'Page 3 of 9 'Guarantee Number: 1571956 �^rn iht CLTA #14 Subdivision G uarantee.-4„ Q-75)' Washington' GUARANTEE CONDITIONS AND STIPULATIONS (Continued) reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the 7. 8. indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosection of any litigation for which the Company has exercised its options under Paragraph 4. Determination and Extent of Liability. This Guarantee is.a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by l EEC iv * MAY 16 2010 Form 5003353 (7-1-14) 'Page 4 of 9 Guarantee Number: 1571956 Commilnity CLTA #14 Subdivision Guar 5ntee-10-75) Washington: • • GUARANTEE CONDITIONS AND STIPULATIONS (Continued) any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. 13. 14. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out.of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. Liability Limited to This Guarantee; Guarantee Entire Contract. This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at First American Title Insurance Company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, California 92707 Claims.NICCalfirstam.com Phone: 888-632- 1642 Fax: 877-804-7606 (a) First American Title R�.. b�.. r : Moir ,,., MAY 16 2018 Community Dev3lopment Form 5003353 (7-1-14) 'Page 5 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington" Schedule A • Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 1571956 Order No.: 1571956 Liability: $2,000.00 Name of Assured: Daley Morrow Poblete Inc Date of Guarantee: April 12, 2018 The assurances referred to on the face page hereof are: 1. Title is vested in: Fee: $350.00 Tax: $35.35 The Heirs at law of Ponce C. Dumo and Elizabeth Dumo, deceased, and the Heirs at law of Edna Ellis, deceased 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for dosing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. RECE 1 E MAY 162018 Community Development Form 5003353 (7-1-14) Page 6 of 9 lGuarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75) Washington First American Schedule B Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 1571956 RECORD MATTERS 1. General Taxes for the year 2018. The first half becomes delinquent after April 30th. half becomes delinquent after October 31st. Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: 2. A Contract of Sale and Seller: Purchaser: Dated: Recorded: Recording No.: Excise Tax Receipt No.: 336590039507 lst Half $ 1,674.08 $ 1,674.08 $ 0.00 $ 189,000.00 $ 56,000.00 2nd Half $ 1,674.07 $ 0.00 $ 1,674.07 $ 189,000.00 $ 56,000.00 the terms and conditions thereof: Ponce C. Dumo and Elizabeth Dumo, his wife; and Edna Ellis, as her separate estate Donald L. Garren and Mary E. Garren, his wife September 23, 1969 November 25, 1969 6591647 E092022, Dated: November 24, 1969 The second Purchaser's interest is now held of record by Kevin M. Garren, a married person as his separate estate: By Instrument Dated: Recorded: Recording No.: Excise Tax Receipt No. January 30, 2009 February 10, 2009 20090210001640 E2379634, Dated: February 10, 2009 3. Probate case for Edna G Ellis, deceased. Admitted to Probate: Probate' Case No.: Personal Representative: Attorney for Estate: June 02, 2004 04-4-02540-8, King County J Ronald Ellis Beth A. Mcdaniel MAY 1.6 2010 Community Development Said personal representative is authorized to administer the estate without intervention of court and to mortgage, convey or contract to convey decedent's interest in said premises. 'Form 5003353 (7-1-14) !Page 7 of 9 'Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10- 57 Washington • . 4. Lien of succession taxes upon the estate of Edna G Ellis, deceased, King County, Probate Case No. 04-4-02540-8 5. Probate case for Donald L Garren, deceased. Admitted to Probate: Probate Case No.: Personal Representative: Attorney for Estate: February 03, 2006 06-4-01316-3, King County Kevin M Garren James Charles Delong Said personal representative is authorized to administer the estate without intervention of court and to mortgage, convey or contract to convey decedent's interest in said premises. 6. Lien of succession taxes upon the estate of Donald L Garren, deceased, King County, Probate Case No. 06-4-01316-3 7. Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat or Plat of Hillman's Seattle Garden Tracts recorded in Volume 11 of Plats, Pages) 24. Informational Notes, if any A. Name and address of current taxpayer according to the King County Assessors record are: Kevin M Garren 29317 152nd Ave SE Kent WA 98042 B. The vestee(s) herein acquired title by instrument(s) recorded under Recording Number(s) 6143751 and 6591647. PAY 16 20'3 Community, Development Form 5003353 (7-1-14) !Page 8 of 9 . !Guarantee Number: 1571956 i CLTA #14 Subdivision Guarantee (4-10-75)1 I Washington! fast Amer -can Schedule C Subdivision Guarantee ISSUED BY First American Title Insurance Company • GUARANTEE NUMBER 1571956 The land in the County of King, State of Washington, described as follows: LOTS 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT' RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. .x( E C*fx"f�'�.;, Y D � {l ria+. � i � � ry is MAY 16 2810 Community Development !Form 5003353 (7-1-14) Page 9 of 9 !Guarantee Number: 1571956 i CLTA #14 Subdivision Guarantee (4-10-75)1 Washington! • • First American 1 First American Title Insurance Company June 14, 2017 Paul Morrow Daley Morrow Poblete Inc 726 Auburn WAY N Auburn, WA 98002 Phone: (253)333-2200 Fax: (253)333-2206 Title Officer: Phone: Fax No.: E-Mail: Order Number: Escrow Number: Buyer: Owner: Property: 818 Stewart St, Ste 800 Seattle, WA 98101 Curtis Goodman (206)615-3069 (866)561-3729 cgoodman@firstam.com 1571956 • 1571956 Garren 14243 57th Avenue 5 Tukwila, Washington 98168 Attached please find the following item(s): Guarantee Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer First! ci t4AY 16 2018 Community Development Form 5003353 (7-1-14) (Page 1 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-\ Washingt`� • First American Guarantee Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-1571956 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY . a Nebraska corporation, herein called the Company GUARANTEES Daley Morrow Poblete Inc the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Title Insurance Company Dermis J.. GiIii,orq ;bra':ident Jeffrey 5. Robinson Samiary This jacket was created electronically and constitutes an original document EC," IAY162C3 Commtln; �, Develop; il;,lt ;Form 5003353 (7-1-14) Page 2 of 9 'Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington! or SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE Except to the extent that specific assurances are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of.the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all 16 2013 .Form 5003353 (7-1.-14) E age 3 of 9 tGuarantee Number: 1571956 CLTA #14 SubdiGision Guarantee (4-10-75)1 Washington' • • GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 4 reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to.submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the 7. 8. indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided.for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosection of any litigation for which the Company has exercised its options under Paragraph 4. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by w i :1w 16 2013 Communitvv D.:,— ,Dpin,:nt Form 5003353 (7-1-14) ;Page 4 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)i -- — -- — -- — —Washington! GUARANTEE CONDITIONS AND STIPULATIONS (Continued) any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been afinal determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. 13. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall 14. permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. A M 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at First American Title Insurance Company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, California 92707 Claims.NIC@firstam.com Phone: 888-632- 1642 Fax: 877-804-7606 E q \\\N.11 First American Title REC J W • tAY 162O1J Community Development Form 5003353 (7-1-14) ;Page 5 of 9 11Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)j Washington! First American Schedule A Subdivision Guarantee ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 1571956 Order No.: 1571956 Liability: $2,000.00 Name of Assured: Daley Morrow Poblete Inc Date of Guarantee: June 02, 2017 The assurances referred to on the face page hereof are: 1. Title is vested in: Fee: $.350.00 Tax: $35.35 The Heirs at law of Ponce C. Dumo and Elizabeth Dumo, deceased, and the Heirs at law of Edna • Ellis, deceased 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water.. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. 12A1 tw my 16 23i Communit'i Development as Form 5003353 (7-1-14) 'Page 6 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75) Washington; First American Subdivision Guarantee Schedule B ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 1571956 RECORD MATTERS 1. General Taxes for the year 2017. The first half becomes delinquent after April 30th. half becomes delinquent after October 31st. Tax Account No.: 336590039507 1st Half Amount Billed: $ 1,435.58 Amount Paid: $ 1,435.58 Amount Due: $ 0.00 Assessed Land Value: $ 171,000.00 Assessed Improvement Value: $ 45,000.00 2nd Half Amount Billed: $ 1,435.58 Amount Paid: $ 0.00 Amount Due:. $ 1,435.58 Assessed Land Value: $ 171,000.00 Assessed Improvement Value: $ 45,000.00 2. A Contract of Sale and Seller: Purchaser: Dated: Recorded: Recording No.: Excise Tax Receipt No.: Purchaser's interest is estate: By Instrument Dated: Recorded: Recording No.: Excise Tax Receipt No. the terms and conditions thereof: Ponce C. Dumo and Elizabeth Dumo, his wife; and Edna Ellis, as her separate estate Donald L. Garren and Mary E. Garren, his wife September 23, 1969 November 25, 1969 6591647 E092022, Dated: November 24, 1969 The second now held of record by Kevin M. Garren, a married person as his separate January 30, 2009 February 10, 2009 20090210001640 E2379634, Dated: February 10, 2009 3. Probate case for Edna G Ellis, deceased. Admitted to Probate: Probate Case No.: Personal Representative: Attorney for Estate: June 02, 2004 04-4-02540-8, King County J Ronald Ellis Beth A. Mcdaniel H N E C E I ' *..w'- :wit' MAY 16 2010 Community Development Said personal representative is authorized to administer the estate without intervention of court and to mortgage, convey or contract to convey decedent's interest in said premises. :Form 5003353 (7-1-14) Page 7 of 9 Guarantee Number: 1571956 ; CLTA #14 Subdivision Guarantee (4-10-75)1 Washington; • 4. Lien of succession taxes upon the estate of Edna G Ellis, deceased, King County, Probate Case No. 04-4-02540-8 5. Probate case for Donald L Garren, deceased. Admitted to Probate: Probate Case No.: Personal Representative: Attorney for Estate: February 03, 2006 06-4-01316-3, King County Kevin M Garren James Charles Delong Said personal representative is authorized to administer the estate without intervention of court and to mortgage, convey or contract to convey decedents interest in said premises. 6. Lien of succession taxes upon the estate of Donald L Garren, deceased, King County, Probate Case No. 06-4-01316-3 7. PG 13 -11 Any and all offers of dedication, conditions, restrictions, easements, boundary discrepancies or encroachments, notes and/or provisions shown or disclosed by Short Plat or Plat of Hillman's Seattle Garden Tracts recorded in Volume 11 of Plats, Page(s) 24. Informational Notes, if any A. Name and address of current taxpayer according to the King County Assessors record are: Kevin M Garren 29317 152nd Ave SE Kent WA 98042 B. The vestee(s) herein acquired title by instrument(s) recorded under •Recording Number(s) 6143751 and 6591647. PG i 6 PG-P 6 EAY 16 2 1 . Community Developmetit Form 5003353 (7-1-14) Page 8 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-74 Washington; • first American Schedule C Subdivision Guarantee ISSUED BY First American Title. Insurance Company GUARANTEE NUMBER 1571956 The land in the County of King, State of Washington, described as follows: LOTS 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. E���rry• C u �.� •7 v"� RAY 16 Za 1 Communi ✓ Developme ni iForm 5003353 (7-1-14) Page 9 of 9 Guarantee Number: 1571956 CLTA #14 Subdivision Guarantee (4-10-75)1 Washington' • • , to 111. "A. tf.• • %Mt:re Is11451 Tiat trAtum.ftv Ccznpuly (:) REAL ESTATE CONT7.ACT =I =Mk=MJ44,4 44.44 )4ft aat :41ptitztor, 1:161 Ktitt C. Wm) An ELTIAISETX ar17, bls wifv. 4,14 EDNA ELLIS, tvr $aosinnto cltAta.. WU; t‘.""fts.E1 MD my E. VAAPC11, ta.4464 14%4 sae naattaaa.,' It7TX=X711. 'Ata 49.4. ia 4. 1.•10 1,4444. kw4 IS& P.R.‘,4". fo...4. k • vkle 2*** (4.* *Co 40****.t rad ists4. ses3 *rt...4****** I 60 tear". Z..1i0 uiSsitaaraa.• • toll 27 trk.i ttioci 4. tttilzwri'l St4ttIg .C.tr•zrn TrIc„ts, ;c=rdin43 *„;„-4„ rum-T.444d LA of .Plat„;„ zia74 24, in tIttl . : • It. Iiirv/4 .r.•4 4:1cloga4.lf 4 Csav 041z41..e. 0 14Z,""1/41 IN. 04"4" 2'1' :to tH th'int thouund Fl-eo,„ =tux., • - . n It 400.c°. 1 •-•••c4..-- To* 17'. 4mtad. rivt )t'undrTd =Id .ttail00• )zo,-Nillo. *04. takt. 1 - owtop0004 to i‘044/ *.***4*******L sat ter ts*.s.6 et **it ***.d... pow, fedat %ii 1,..;;.$ * Cr.e i'vtLia4 or woo .. pm40*.res Anime**,.' .. •CO 1.34‘..• 124 TS t." 04, ot 'Atc=o:r . r* 69 . - -- V. Y; Tiottoti xati ms,t1X - - - - - - - II ura.o) **4 rort tt.r.droc--‘ 11.-4/Ity 4A4 - .. . • ritt 60001 01 Wilfae.”5.). WM.* 0.1, tol.e* 4 •,4. ***,4*4 te.*** okra Co: tIA:tioota .44 00.04. rf‘ &a VY,.. 1*.ts *01^ 04*.t. rta taxa:tzars aaKaaa News4. p.1.1*.vofth 404..WA**4 **7..e* */ 441 w.r***** vo4.4 • AP* sr 2 vs, 4.0 pot.* zs th o.; *Ufa UR...044 434 a•• 00.44a4 3:444 W.} l'oe.aelboUt )6rowedil .404 t. 4.40•06 4.4 qt"Velttr. 1rt . ...A 7,30,14 at•fat• aie VedieVr-.41 *t prroomp o- "41 tear t: 14 Tr4": 4tr.n Is 'V r,Lml. I ve-rtatFt Ctf$ or ol.100.4 g$301 '10*, '‘ Zbe 44* Owl tly sow* :414 SeUth 15.244 Jo **mit so.s.sct., '.144 *I /Mite' ite m 3***th**** A./ **-44, 4.-4 4.4ssorsre 41 *04 b.-4•• fooilie OW WI/ W, br••••Kaar *ems * Soh As 404 ***4 *****; **4 Sy Ow an.r•oo Oft. %moo.* 44....a...4 owidemr1 vo orb* 44.lt44-4.4.00, for Ams im000aort .4 6r .0,e4 4.st.v ..-,A140. te, • 4.04 pose:A*.** Ogi000 Sve too. t.,*•• 6loor •Cotoolpokorri- el naa gokaa...43 agaa44,„1,3 4,• jo4o* pOnr lo 3044.44to.7 I*4.40.06 im.:4 or,44 W.400 44.4444 9.0 ..,WW0I 444.1•.• 12),Mtt 443WWe '?1•411 AWL*49. V," 1,441 4r, a'Ng •*, tovt,liwry ••••••tolfrhAto tvt 04$ 1140"' led 1.. 4.4*.U.** 4.4004.t4 34.7 4*4 to tog 3****4 44" 0,4;Z** 40.1 pproo.O. 11019,44 las mato. • 1141•00.A.r. tiGS 04 Ur W.4.:•iff1 •041. 1.4 44.v.• Es. Us's, --4 00,1141 ;go ,ottoe Ikett mdriro sta,2 4.4 SO t4T -ram! v%,-1.42:44 a blV• rel*•••••• 1.*0144$1. 44 414, oo' .04.• or igtoqip.1- 44 Ono",4.ep.44 is. ftet a....04 to' terms.st74. 44**iat***A. 4. .44 do soz-411.44 ***.i *0% :4 4044;4,4 44.4.11 4. .4r0*** 4.4 4gt****4 4. 4 till no pw******. 4***0,,Se 4 44.44*. 4. rt 41**4-m1440 Ase 4.. p.! *kat 444.st.0 si ..1.1.0'a .4 ***4 4-4* sr as. -;*-11-4."...a t.** faZ,;;W: 4.•••••. Valak 4-.421 4,444•10,, 144•04/ 4.erg0r" Deriki. tvecoadery..4,W1 plot Immi 41‘42 tea* * 444.1 Zs, tr•••••ar. 4.. 44 V..... %. ratur 4.*g frprea{ 44 {tov • wataid ;ottSe -*Lot to rawl goal barra...$ vairaaata on Ur to•kort,po 611M4 14.egfa..t *10 4.41 /4 484paa.a...! as 4404 as /041.44 44.* 44444ur4."1.••• 4...4.4 t.34 le•ggatiaor.fer 0.41.14.1 4:***42 ***, 4i*44t4..1 847***1 ****./ Ss *A. sa /*****,*...* 11.**4 us,,A*0 ***watt krwt *,-**<*g ogr,,,i000f 101 V•Veglerg4 141300 ,, Oa, ly/ 10144 3 it liblA Oft •etor000m/Ao %4.0. vs••••to. pos-U.00t 401442t4 igtbot 044 4.418 14.4a tt* $4 44..4 444 plod*** ..*** talsr**, *tug %s .4114**4 a* tat A4.4, 44*.go1144. 4 S**. 424. 44 a...v. * Dt.04**4** 1.44,7 Yet i.1.* ****w ******4 ***. 4. * ons.40414444t.t. tbs.*, 'Sy Is** • •**** ** *won** 1,* #10 4.44 StIMItow 0.442p4.a arao 444.44 tat 4 43.*C48 alr" *a 1.4 4*.t *Nue* as :it, WWW,•010X4i fa.•!11.116 aft ixt..st..*z Nt*1******1 **Int*** 4TZ**sktr is v**1 sdi.', "twi • i*4 g t* Lam* letese***40.4). 11, O.** 4 15.4 0.404.41 t2P StOtta.ol• *at ****so. at *a la irtjel.4 it Os is issik ****** i and • Atsy visa*/ erst*wi 4.441'41*-r.* wAt.* **Ugh alavf ,pres•tpoirc *Ai Poi 444.0, oat 404 4844.4447 • o 40.m 44.740effe. raf:V • War 41 444a48.to *ay*" 4* s*.r. *44, st.* *4 0,4 V••440 *Pttfl44:: O..3*.00l 66.3,4 41:14-Y )92022 •4) rskg-1 V 25 V69- 8 30r t ,4 ••• • $ 431.1. r.V.V"S• vtit.4141, itkOsar 4. Rh,* .4 .5." f-• RE NAY t11, lit 71. **Sr I 6 MO • Con moniti Dew: OpITICi ry • • : E( RECORDED AT THE REQUEST OF: Kevin M. Garren "'29317 152nd Avenue S.E. Kent, WA 98042 . ?909§04000140 KING COUNTY, WA E2379634 KING C2 UN9 Y14WA7 SAAX LE DEED OF DISTRIBUTION 20090210001640.001 $10.00 $0.00 PAGE001 OF 001 GRANTOR, Kevin M. Garren, as Personal Representative of the Estate of Donald L. Garren, hereby conveys and quit claims in distribution to Kevin M. Garren, a married person as his separate estate, the grantor's undivided interest in the following described real estate, situate in King County, Washington: Tax parcel No. 336590-0395-07 Property Address: 14243 57th S., Seattle, WA. Lots 27 and 28, Block 4, Hillman's Seattle Garden•Tracts, according to the plat recorded in Volume 11 of Plats, Page 24, in King County, Washington. Subject to all reservations and restrictions of record. AUTHORITY Estate of Donald L. Garren King County Cause No. 06-4-01316-3SEA Dated this ED day of 6`,An\-,ta,11 , 200q. Kevin M. Garren .Personal Representative • Deed of Distribution RE Th:, MY 16200 Community Development IZ STATE OF WASHINGTON ) COUNTY OF KING ) SS 20090210001640.002 This is to certify that oh this date, Kevin M. Garren, Personal Representative for the Estate of Donald L. Garren, acknowledged and executed the foregoing instrument as his free and voluntary act and deed for the uses and purposes therein mentioned. '' __ �`-,IES C'44, /_ C' Gk-QQ Cp c .` NOT 4. / Ns'c+,-. c C.- V_e G, '+ s . 9/) O % NOTARY PUBLIC ' =� ‹ •` A n .0 ?My Commission Expires: ''"('///e ', 4'�''a��'.i1 h., IVA 1"`„,,,,,,`'ON. 'SH1NdS Deed of Distribution RE C m: L r.Hs • WY 16 2018 Communitv Development 7 t3 I `�10 II 12 1.JI14 71 _-I_--r ,�,t I 1 , 494 i9 33. 20 >46 27 ' ,. •ee�ss. O.O. R 01•v/and C.E. JY I 'r?1_<I i;', i :'•..)Y.' e.V e..oz`1 —': ,/ ,i- t—or;,i- t—or;,r7::...:VC,,: `l:.v L/g,''G: A .':; J-.a:.J. . ';f.P ./,5•Gli2Gl. G e.50.:;:ee ) • 0 0 199 10 192 . 11 9 12 8 13 7 14 6 15 5 16 . 4 _ 17, - 3 • 18 2 ::. 19 N 0 1 20 192 192 b 0 19:? 9 192 10 0 8 II 7 Ia 6 13 5 14 4 15 16 ''- 17 .4 1 18 V? 11 192 102 0 U G 192 10 . 14 IIi1irnais .S'eale 8 28 • • v 30`• 92 •• .H-1-L R✓F-A•N :� • 40 •G�L !�R G Ij`1� o 0 92 . • '19e 10 ti ." ° 8 11 7 12 6 13 !4 ,*---4— ,.,...d r'l ,,, AS IJ J° 0gfr:s )(A2,iIV on 1,' AD() Vei.Gl tP3Z 3 16j 2 /� 17 t 1 /' 15 •.I .;10e ,92 1) 9 6 r./iw ti-urG!. 'lO1 .. - 140 oas IT \a\ .coG )4'7„ 1421� .•„ r. 14- !5 16 17 21 • 22• 6 23 .5 28 192 v 5.r• 19 14 192 18 5caYe i50'= / in. • • • • • • • • • • • • • • • • • • • • • • • • • • pn- 4,I; .;•' • es 2 4 ..s. .• . . DESCRIPMION . . . ••• . be/ por;?bu/ary describelt ci.p• folloin,-s, to- in/it - .. ....' ' ,This. •:;o/ot of.::/-/i///isoh:s. Seattle Gdrcten Trocits Comprises the fo//orving described /roc/ of /oho' /ying oho' 7-75, /17 the County of-1ring. ....Vote of liras- hih_gton, ono, being . . .• . . ..- Ge/i7rnency..-I9•• at,' o .5-A7?re 0770'14,ihie.ss trees on /he /eft bew/r of 14/flite Riper or/ the /vort17-edst corner 0.7c 1.4.0%/7C7,77 -1i Gil/for/7'S acurn,/17//79, thence Wes/ Forty-seven and::42 thorns ( 4 •-•2:t A ) t./p.e.r.e'/11.orl'h f-orty an ...;•e" 1..../-':::-.' (..10.7e,c/;) t/2 encea at ThirAr- three 0,70 ' .90 C//07,75 (22.50 C/7.) to /ije lei''' W.' Me Jo 46 ,,,,,,y,777.51:7 Rive,- thence 4,7"o "':'• 0,70'':py, th.e mean c7.'t-/r79%.s of sdid Denn7Ornish e7,7c/ 1-1/h./e Rivers 10 the p/ace of beginning. being Oono/76,7 c/oim No 39 77 SechOns h7oorte en (1.7 ) ono' twenty-three ( 23) in Tokensh.P . . 3 •• Twent-hree ( 2.) N.Orth of Ronge f-Oor (4).E-o-st. containing One 11dlo'recl dna' b).rty (/ be) acres more or /es s. ... . E xce/74::'' hoefre ve/;• Thefo//g.win cf.o'e scribed pations of. the above tract •7,17ich are ..77,7re fo//y described 0.5 7c0//0 VV.,- ..- be9?7,70/09' ).0'7` a Poin/ U, /he North- west C00,- of -sa/Z1 c/, ono' rodung. thence /5,737. Forly (40) rods. thence South ,c-orty(40) roe's. thence Wesor1y(40) roo's, the/nce '....,North For/g (10 ) rods. to p/oCe of 17:eg..7,7.;73, eon fai.i.,/ar,Te,-,Val acres. . ''....•:.: . ei /;--oci•Ion ..- .V0,7•-nei1 C4•79 .07' a 6•5;',77. 077 '-iw:enty ( a 0) rods -.5 ocat, of the /V orth- east corner of scud farm, running thence -.5goth fifteen (/S) 1-00'S. thence PI/es/ 7cre oho' one half (.34.)•Kaas,,7‘hence /V orth .V7 f tee /2:•(/5) ropls. iyience E'osi- .7`,4,e and one hoh!...ncr,/s.To the ,o/ace of. beginning, soic/ tracts havalq been pre 4. cteedeo' to Chio'eic fon 0,70' ofh et- /,,7c/io,75. • f /7/ s o o ti-oc t : - C./..77....07* .775e /V o th- e os .1.• :corner of.,Oond farrn,. Porn/ng thence Pfrest sixte eh (/6) hods, thence South ten (10) rods, Mahe e E- os f s/:rte e /7 .1 /61 rOc/..s, ,1/7e.qc., tee (/0) r o.c/s, An A17eg "'lac e!:. of beih?Y/;77, C0,77:4710 /09 •o:7e 0/ acre; 4Ni/eh 4:0/c/ froct- hos been previously deeded 7`0 t5r.obert C/oIrcern .onci other. ZnolionS, • h/ of .•"?‘79, fi-fliy feetr'S0j in v., io:rh , o a c b sv:e..." a oe center if;,,,e of -..geont/e, 7-acotha / nterurbbh /7cri/rvag, soirt .--..:47 of pray beino 'noel? 12,//9 ..ble.5.-.bect ex.s 127//on,s1 I f3eginnit-79'.:-,on the south hne rif the obore clecr%beo' "FIG,' ,:!.:7` o,,00in I 7:14,47./;ancirect odd _seven/y(270) feet Ens,. 0" easored a/o/ _said _south hne fro," the North-east corner of'/ot nine (9) ,:, ...5.0;a/ zeci-ibn 1,4•;•,ty-theee/e3):r4/4.;i1.79. thi7nce /Vorth ee *-- ....a x • J•Ve-s 1- ....5:ix Hondred'id%,),9••7`e:enty-four (e7e4) feet /v the poi,,,' of curve; thence with o 2 ° Cd-Ve 7'7) the /eft Eleven Heeticit-ed and . .7C/teen (///5): feet ro the eho':.;1-co,,(e. thence e.\.tort/7 44 °-....S.5:': 1•14'.57`. ...5eyentik,c7 Hundred 07,70' l'ai/rteen //7/4,1 fee, lb the Northhne of soid dbofre described tract t o 1- E.ght 17',001,-P_0/ 077c, 0/7;7% 93 r 7 33) acres /77 ore er,/e:.S.s. •• 117/.-/y-six and • 5 le3-70;."6-.) fee.../E.7,9/.'( thepsured o/ong"...s-aid /.:1./or/A:/ne,1 fron74:the east olo Nirth-o.--,-(.-....- f t- sixteen (/6) 0,-5 Old -50C/Ii2/7.7A47 .5.07::,/ _S./I-I?, of /and hereby excepted contains . . . . . . ..• .. ... .... •• 4'// ogmens,Ons of /045-,..b/oc/r...e:,oreht.:;ets.„.: treetsoa/e,"A.rds,. C.I;‘-/Y;k:SinAd0//er...C...;';;;/;' C//,/::‘,79,4•",...5 are cr_s -070747,2 e, the foceof _scud p/al. 71,e IA t-s -5. '4? c 0 ,n e' Of ia,',...0/7e b/ocRahe, .'17,sc 11:.:is thh,r/:j.i. el.'. 40r/h ow c?'//ty i'•e,` eqi:.S./. of /7e South - <vex x` corner of era a ve o'esciihed h-oct of- /and' ....`• . . • ..• 0 E.. GO OA -1- I 0 N .. . ,. .. , • m• ALL /1k7,"/V La:), 7.7-107.5E ,=we--..5-:,,, 7-.5 .r/701., the 1-/i/T,n7c.,e7 1/7 vest/nen/ 00/7-7/0O/7y, 0' C0,2007-0//0,7, 0,-90,7/.- e 0' C7,70' e.C/0 /inq uncler ono.ay •7).-/Ve of the /OPYS • Of Me ....stor'e of'1/i-75,/457, •vi//,....'its ,or,;•;.nc,)oo.? /o/oce of 6,..,5,:vess 1:1 the City of-Seat/le Xing Corny ".5,41...s/a.te are the eo/e•oryners 47 7Cee ...imp/a of the of/7`/-0C7`.:0,70:'..000,7',40/ /i7 0:7:0 p/01/:•.•07' f/i/iroonfs Sezn.ve Gorden Thcref.• tircr mcrt the said corporonOn doe.s hereby o'ec/are thtS p/at and r.11 -- hereby o'en,/co.44. 70 th'e use ol.'ithe pr....fibe fol,erer o•// oreldes, .i,-..sels, boz.,/evorefs O'tvi/es and d//eies .shorrn thereon ..7 . -•,.:3- ...:3- 1.:. .7 . ., 0.0iC.5i•.-",-•:..-;...D2.4.4"•1:"%, -----------.....-•_._.._..._— _U_-_----------------...-„---.--""-,-.-• -.r..%-_--.;-.-_---.-..._.._.-2,_-_. -b-y.-• -.,r',---.y =`-55C•y...• h .ie /[7a,;E4Po,b:?ereantoi-i.•'./eo%-oe..t..• • !•:hancs a/n77d.,oi7ftfmf/;taencS /the. ce. ofto/ se/ ofJt.hoKrethGe, 0isch0C0-9//2- ,07e0p-•v0••1/0:".< _.•• 7i300 Y:0/A/ove,ne er 46 i903 ..' A4.n/7 ,C5707C0070ony An present of f1bCice a 1///r7 e5 5AL 3e.ss/e Ohi,e /lM ,..7 -- -...i,..._.__. -;i,`• fa, .:::.•,, •A ‘\ \- • .:. \\•\,,z-.,i- '`, .:v . 6 . -5 4 3 . • • . • 6/ , z .a4.- . • . : ., -., ... , • ../.....,, .. 4- C 070170,7C/ by S. and *7. a 4.17 11.7,51p., • z 11.00 • .• . A 3:5' t.' ,,,,.. ,,,e 0...x.::•• .../.1:27.T.A,,iwC•rokN0.W I-.. :1:30...mEr\i-r .:. COL,774:19:7r/r/i7.9.7., _1 .• 1. ::0.i 7-.1i..:e 3c).1.7 c/cly of/Vovernbe.- A.O. /90.3 beli;core ri7g-,x)e/1..s0.7 cy i.ly oio,,,'<ieore?O' C/corence /.7. All//.-.7.im c7.7cerSessi4, • ,,b/hve 1-7i1/1770n la /77g fl'e7C*/7 to be the President oe7o1 ...Seer et-c7rr •• of Ihe...c.or,00rot!.?;.n thgn‘ e...recioteo'&7e .W/7`17./.0 0/70/ fore qa.U7g:ded/:- cdP.;•;7/7 aiind et chrhore/ddgad,-the scud /i7.5-thurnent t`o be /*e ft- --.1, ,.1 .0:774/ 1,?/1,07"0,-,,y747.1 C7.170/ c/eo' of ..5-o/o' C0,200/-.01/0/7 ?CO,- /be z.e.seS \ .'y,.\\.\\I\ ......(•6 /2/../r/oo.ies there,17.:',9-7eniiOno• CY,70/ 0.!, oath .stale.O' 00'0,7 ••••.` • *\,' V. 70,- hi,77....se../f x,p,,,, he .i:tb.s oothor?..zea' h7 execute .. N mer7.7', csn..et tho.'t .t,ie s'eo/ affixed is theor/oor-a•te ..5eo/ of-- - ;,\ \I ..,...•:..5:co/o' cor)oo/,:z.71/o.e, .• .• .• ....'hv ..0,,r,ve-2..ks kyr. / e..,• Of- /hove here zth/o set my harno' ..'iy.ffi..•eo' /779' 0040/ .50cy/ /he c:/[2r yee7I- /.../../.....T/ . ..,s., 0'17.0.0'e k-h./en.% ;:. . •:* a. P. ,99,nery Notary Pl.,,,ic 7.,7 C7,7,7' 7e0,- the S fcw-e ac C77'. .5 ea 75•Ve Approved /.7 Wrigh7` • Coe//75, Surveyor g 09,/e 0 eputy /9p/orovec/ bg reso/t.)1/42,7 OF the Boar.? of County Cornm,:ssioners /Vo v. JON; /90.9' Chev-/es- Bo/fer. . . C1707i-e77077. Board of County C0177 777/0.5/017614 .ffe .5 I- Geo. ZS: I.- ornping • .••••••• ,\.,.‘ Counhf Auditor 17.00/ ex-offidg C/er/r of the,.. ... ••••,,\•., .. 9 00,-o' of Co0,y7Ig COr17,77 /5.5,01707:5. .• • ',ay f.-...A.-Fi-d/7./f?... 1. .....•.%. . • .C70,576. . •;•' . : ' •• C/ fop -Record ort/28e151.4"e9.72.e...s-f of C/a,re/yce•a.,. "./V 1,.. JO. / 90 C17' ''''• /=?Pf. C7,70' I-eCO3-,47•C/•').?;,';• G'07,'1/ 07e Page 24 Velgitrfi t.rgiWN • epyty ••• •••-• . . ill,dito iiigrAtutkit..qx tve ;,) • z 0 to Statutory Warranty Deed Send Tau Statement to Few.. L58 THE GRANTOR S Jerry D. Fruichantie and Barbara A. Fruichantie, husband and wife for and in consideration of Eight Thousand and no/1OO in hand paid, conveys and warrants to ponce C. '.Dumb and viirabeth Duno, hlasband and and David Fi i i s and rdna Fi l i•s, husband and -.rife the following described reel estate, situated in the County of Ring «'ashington: cn Lots 27 and 28. Block f#, Hillman's LA011705TRIrS ECt;T_P,534.4tPrfGatf= j ODcw1£'hIARY"- j fL >• { r t•30249 ti Dated this ' 21st day of STATE OF WASHINGTON, County of King `ss. kJ Seattle Garden Tracts SALES TAX tltEt P A 'I • TAM$_ February, 1967 , ./ , %%1r.:_ it • 1..�t _ .r (sea Sv 1fe State of On this day personally appeared before me Jerry D. Fruichantie and Barbara A.. Fruichantie to me known to be the individuals described in and acknowledged that they signed the same as uses and purposes therein mentioned. GIVEN under my hand and official sea! this 414 FEB 281967- 8 30 who executed the within and foregoing instrument, and their free ana voluntary act and deed, for the 21st Febr 1967 State"d1 Washington, ashington 15 Y 16201J ) *iitt*I6ocaa,, 13.th toato=re Ccatpam ESTATE CONMA.CT. n •=senurz. stoat, 444 oto..4 kg. Ott :11,,rid to,s, Ikkook S.L...44s.0.4. 41444 • 04 *44.A.o..• tot FOUCE C. WM it."53 a =nu min. hi% wire.. 4,t..1 tau aus, t...Tr :.(vxrat4, tst4t4 CCOA0t4COME1 MD VARY C. CAAACT... t 41 fe. zoomoodo,* save 1,1=1:3IS 179O otikso SoOkO 44. 11400s.," 1.O...4 1.0411S. 'Ztoto 41.4 .0:14 1.44,43esz . 14.0.144 tovi meat. svolO1 Cat 40p044444m4.044 19 Cmorr. MWo 44 ltstso.q.144- Lct V tr."? 74: Slott 4. Htfl12'U.011.11t QrSIts..ts Tra,ts. tot -th.t rr.-0:0-Nd la latizza I../ of PI ts • r.4.941 d4. Ir trq Cowal. Wrshinfj•-toca. Tlcs foirsks ossosSzttoso soco=.3 to. to Itarm no. raA41,046 t"'" '11 S i,t tetts ntsztsupsd F Pot • . .... -t). 16 ,103.1X) ) D'-n""'•44 *NO r=tailiOd r NV: . ii:1041trrd tat4 rec/100 - - - c''..7 10.1* WA, tic yank/ **wool k Lootir, toZcoist W4 tow l500orsszwos, ,s_ 4111:1 MO= - - Woe _ 122.1:0 4- 1041.4Y1 iroTtoi, se bebeee 04lt r aid Clot. Krcl.: Twurazr •ard cal - - - - - cullo 4W Mewl ti soodispoors44 es 1044.4 nor ZS VS et 7 44 0,1 te:/...iad *oat 0*7 ti•U*1. a 4.4 Souiatot tots. Aro:loos too4 L.., kolS. rt. pagerwg tas*or ...rw% 4 f.,1' or1,04 .1.. oz. 4.0.,...44.4 b....• .t.r. .41 dow MN - 7 per 1,..! tr. 0.44,14 two Go ZS ',.h 4., sok4t itool, 444 41 .1.4s4a4.1 *ma ituelt ilecat000s tarto..411 sset 14. 1..tiors .4 001 4,7so..0 Q.444 • .4 Li pi:somata)* tom. )*.sosoT 041 0.'**414 ..) T. t lo Tnrs t grol It 01.'41. 444c.1.41 ve r'• 1r .11 Ava. 400/ (4.4" 4 to C14 41.16.• tam &ma 114, 4401=4. ,s4 44.. .1464444 to to 0.41+ 411+033.VM *'4446 OCAitle +64+114*+++++++++."*.'"'+'• SIS SoassOotot Orsoos tof too. .4.1 so 11.4 44.1.7 so 100000 110:4140. v. 1.04 41 444 ”St 4ot44#; .m4 11 4.1 dve 1144 4404044 444 7.,...1404 140 44.4044 .04reitS2 I13S. 4241%../....., P. *St �4 1.7..4141 41 3.04444 .44 46.4 44. MI *S. 44 4,44 I4.12., gi1L.0440411 iftyr 13;* ome 10004 4041.40,0* or I.. 0,44 * fi .5 • tV.-40MMI 44 144444 .or.,14.4.-hm Stut-1 S-LiZ,A.4„ 24 - • s 44 014 143 • ttliii4r$ 11.441,, • • aim. Sr) .its.ss. too poost Vs 44k. w0.4. *1 tri• 43. 1.4110.44 444 14stamir. 4:04 411. ••••4 foi•A los:4d04 0.14, 0040.1 4avomt U.s.41 41.0.44p. 414A UP* *N. 4.14 . 4441.4.44, 4,1.1)S*4" 41 CA 42.:41 SSW: fa, 14,:041 44,31 /4441444 net 117.0,44 41441.*40 1.2 41, .40* 3e.'444 *44 41 44,1.4 .4.4.11 f..44 40t0045. 00.04 1.140+1. T. toottosoo tittoo Oka SoO ba.41..twa 41 4.4 1.4 4441., U. 4,44 ctso 1,1t** tr,fr .'4,1 *4 *4 lie, Sta 38 144 ty 41.....46 2411044.14 44 4.11.47 1030.40.4.4s. 000,4 4.4 4.,ftor oottoto of g4M,I, t. 4074 40 oss1 tookoko utookooss foo 424440.14.. 44 04100, *Ow Ow r33o110.4% 41 lo ....sks mkt 43:61304 33 411 ?Psis pot aaim ~01" 444 'no ;orciotor kkort. sof .144%.4.1. 41 4 13,0.1i 4,0 44 4.! 0.41 41414 41 040.4 121.-0144 444 41 ea 1.44.,4. 4 .4,1 rTsZ 0144 41..! mosr - ...01 or,...,04 tst„44 14.4iaztatm•taZIA, a SESSai1.4411. Z4 %v. tot port 44 1/.4 0.44 04s, g..44. um, os• 4,4044 4 Vt. 4,40teas.484. 040401 4445440- 444 tap 0044.004 44 e4...0400 vri so.cos.a.• 04 .0.04 44.4 * tart •A dotry A...moot 44, 32 sm.* ocsk• sto teas. m.o. 4e1 14"30.0.0 oks 41141 •p.w1 4.43 000140.40,04. .004 .4 cis 404,444.$ 44 444401 Moo 4/1 mg, 11.124.404M. 4,1~4 to ono Solort t.m...4-r ,w *vs. tos, tp.. 4, F.04 4.404 .2104461. 41.4 4,04184..4 0.1.4amsz 4144 30,10,04c .41 11,e Psooss4 c. om* 1.. 41...sor‘ 411,* reve".zien.5 <4.1 waa 441:sso • sposokolk taw& 4841grootkosoe 400. 1104 144: 441 it rut 0,av to 4444 164.4. 4.14 yoskI461. 4444 boolt. 4.33 -r). otos 1,“ 41c1,44.4,41 41 4t44ow 4# 7364,1 Iso *tor totftstoqi 144ey 0.1'. 4. 411 IM *44.44041 Dm*. se 4 *91,044444i.44 rit.stiof. it*** 1T •41 133. Nits .44,54.4. orat .4.1e4.4 .4 414100 174 f4...4 4rtol44 444:Pft.t., 41t*d *QM 44 04 4...so +s?..3.7; • masossot toot oats 141404 00414 41o0:414.4, rocrooks, So matt Um: Uteri *rooltemoost ,otao. % Cataka 4 suos toos.sors 'os To okkoo. vt4:4 to. ee be max ree.:013 4. A4r4. 41111144 IiI.M401 t6a2,04.a 4:4•10 1111:40 I44t38414 1434 031 4, so..0.4141 44 4z10.0.1,44.1.4. IT 11 gonvr. fro* of o5o..74 co0=4.0 44 nos 1.....nosso S Ai.: ch. a...3.4 crlpq. , it.. 1 • r I ECE.11A7 0 PAY 1 6 2010 c:r.trnunity V 25 1969- 8 30 - • """" ;1'1 • . • 4,11oXiM,' Att-P3),•nanlo.% • ::ZV.W471.2S AT.S4`,IMN'v's.St. ABC . Consulting Arborists. Prepared' for: Kevin Garren RE: 14243 57th Ave SE Tukwila, WA 98168 • • A.B.0 Consulting Arborists LLC Accurate Balanced Certified RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER DATE: 12/28/2017 Assignment: Provide a tree inventory with: tree tagging, species, condition, tree protection zones (TPZ) and/or critical root zones (CRZ), impact to trees on adjoining properties within 10' of the site or that have CRZ within the proposed site improvement area, replanting needed and potential planting sites, post construction viability of trees left onsite. As this is still in the planning stages, there may be changes as we move forward, and per the final layout of the building sites. Purpose: To fulfill the arborist services, required by the City for the subdivision of Parcel NO. 3365900395 into 3 lots. The property is located at: 14243 57th Ave SE Tukwila, WA 98168. / lot 1) 12,932 sq. ft., lot 2) 6,510 sq. ft. lot 3) 6,660 sq. ft. Methodology: To evaluate the trees for risk and prepare this report I drew upon my 25+ years of experience in the field of arboriculture and my formal education. Following the protocol established by the international Society of Arboriculture (ISA) Best Management Practices (BMP) for Risk Assessment ANSI A300 Part 9 And Construction Part 5. The site assessed for any noted condition that may have a negative impact on the local forest including but not limited to: 1) history of tree failure (wind throw) 2) Change in Wind Patterns 3) soil depth 4) Soil Hydrology 5) grade changes 6) fungal fruiting bodies/decay pathogens. The trees were assessed and: 1. The crown of the tree(s) were examined for current vigor. Inspecting the crown (foliage, buds and branches) for color, density, form, and annual shoot growth, limb dieback and disease. Branches were inspected for cracks and other defects, as well as needs for remedial pruning. 2. The bole or main stem of the tree(s) were inspected for decay, which includes cavities, wounds, fruiting bodies of decay (conks or mushrooms), seams, insects, bleeding, callus development, broken or dead tops, structural defects and unnatural leans. Structural defects include crooks, forks with V-shaped crotches, multiple attachments, and excessive sweep. Site: A 26,112-sq. ft. (.60 acre) site, proposed to be subdivided into 3 lots. Soils are moderate in depth and drainage. Trees along the south property line are over planted and exposed to the prevailing winds. No other relevant site conditions were noted. Tagging: Trees are geo-tagged using our Tree Plotter tree inventory program. The onsite trees are numbered 1-57 (tags 47, 53, and 56 are missing) The off -site trees are numbered 101-104. A site map (not to scale) is included, to help locate the trees. Trees: There are 54 significant trees on this site (trees 6" in diameter or greater), as measured with a diameter tape measure. The height and spread of 20-25% of the tree was measured using a hypsometer, 75-80% of the trees height and spread was estimated. Non -Viable Trees: Of the 54 significant trees on this site, 9 had defects of note, and are not viable. (see attachment Non -Viable Trees). Viable Trees: 45 of the 54 trees, were viable. Daniel@AbcArborists.com Web AbcArborist.com 509-953-0293 ISA PN-7970BM 12402 N. Division #294 Spokane WA 99218 1 I Page Garn Short -plat Tukwila, Viable Trees to be Removed: Of the 45 viable significant trees, 2 will be removed and 1 (#36) may need to be removed. Trees to be Retained: Out of the 54 significant trees, 45 are viable, of the 45 viable trees, 2 will be removed and 43 retained. ladditional Tree (#36) may need removed. Trees Adjacent to Site: There are 4 offsite trees to the east, located near the property -line. No clearing or construction activity is proposed in the vicinity of the trees. They referenced as trees 101-104 in site map. Impacts from Tree Removal: No long-term impact to the subject property, or the adjoining properties is noted. With the installation of the TPZ fencing prior to development activity, impacts to the trees, driplines or critical roots zones, on the subject and adjoining properties should be.minimal. Tree Protection Zones/Critical Root Zones (TPZ CRZ): The TPZ is the zone to be preserved for optimal tree health. The CRZ is the zone when the roots that provide critical functions are located, they are generally'/2 the radius of the TPZ. At no time, for any reason, shall the roots in the CRZ be disturbed, without the direct oversite of a highly qualified certified arborist. The TPZ shall be used for the tree protection measures on this site, they can be reduced to the CRZ, ON 1 SIDE OF THE TREE, AND BY NO MORE THAN 30%, without approval by a qualified certified arborist and the City. The TPZ/CRZ for the trees can be found in the attached, TREES ON & OFFSITE TO BE RETAINED, TPZ/CRZ. Fencing: Construction fencing, or like fencing (chain link or like fencing is recommended), shall be installed along the established tree tract and TPZs prior to commencement of site clearing and shall remain in place for the duration of the project. At no time shall any vehicle or equipment be allowed inside TPZ/Fencing. No placing or stock -piling of any material of any kind shall be allowed inside the TPZ/Fencing. Removal of any vegetation within the TPZ shall be done by hand. Should any disturbance be required inside the TPZ to install utilities or any other needs during the construction period, they will require project specific instructions by a certified arborist or like professional with Tree Risk Assessment Qualifications (TRAQ) and approval by the city prior to undertaking any said activity in the TPZ. Root Pruning: Any roots encountered of 2" in diameter or greater, shall be cut with loppers, pruners, reciprocal saw or like device to provide a clean smooth cut. At no time, shall 2" or greater diameter roots be ripped or torn. Exposed roots shall be covered with wet burlap or like item to keep roots from drying out and shall be covered as soon as reasonably possible. Replanting: As we are retamm ge-nurraber.of_si. fcant trees, and largely, the canopy coverage of the site will be unchanged o replanting is recommended. Replanting Sites: No replanting is recommended (see above). RECEIVED MAY 16 2010 Community C;e. !i.)pmant Daniel@AbcArborists.com 509-953-0293 ISA PN-7970BM Web AbcArborist.com 12402 N. Division #294 Spokane WA 9921 2 L . P a g c Gar• Short -plat Tukwila, Assumptions & Limiting Conditions 1. A field examination of the site was made for this report (date referenced in report.) Care has been taken to obtain all information from reliable sources in a timely fashion. Therefor all data has been verified to the best of my knowledge, the certified/consulting arborist can neither guarantee or be held responsible for the accuracy of information provided by any outside sources. 2. Any and all information provided in this report covers only the tree's that were examined and reflects the condition of those trees at the time of inspection. This inspection is limited to a visual method of the trees in question, excluding any core sampling, probing, dissection, or excavation. There is no guarantee nor warranty, expressed or implied that any deficiencies or problems of the mentioned trees may not arise in the future. 3. All drawings, sketches, and photographs submitted with this report, are intended as visual aids only, and are not exact to scale. They should not be construed as engineering or architectural report of surveys unless noted and specified. 4. The certified arborist/consulting arborist is not required to give any testimony or to attend court for any reason considering this report unless subsequent contractual agreements are made. 5. Any alterations made to this report or loss automatically invalidates this report. 6. Unless required by law otherwise, possession of this report or a copy of this report does not imply right of publication or use for any purpose by anyone other than the person for whom it was created for, without prior expressed written permission and verbal consent of the certified/consulting arborist. 7. The report and values/opinions expressed, represent the opinion of the certified/consulting arborist, and the arborist fees are in no way contingent upon reporting any specified values, stipulated results, the occurrence of a subsequent event, nor upon finding to be reported. Thank you for contacting A.B.C. Consulting Arborists LLC for your arboricultural needs. Sincerely, Daniel Maple, Consulting Arborist Registered Consulting Arborist #627 ISA Municipal Specialist #PN-7970AM1 ISA Tree Risk Assessment Qualified (TRAQ) ISA Board Certified Master Arborist #PN-7970BM RECEIVED BRA`( 16 2018 Community Development Daniel@AbcArborists.com 509-953-0293 ISA PN-7970BM Web AbcArborist.com 12402 N. Division #294 Spokane WA 9921 3 'Page Garren Short -plat Tukwila, NA SITE MAP ::;tall11111111111, ur,t, t1:0:4,1f, 'I. : ....... 11,14.014 2 f:4). 5 4 hart Legend • AK,rle 0 AtlaS Cedar 0 Bic; [eaf armor. (a. Bach cypress 1,8) • I. trot vett, CO 0 ItalourhatBa aso 0 Oak Pre Port o, fere', cedd 2 t -ted cedar (21 Vleer hemlock Wegtc,'ITI rod(' 1231 Western .,ottate, Bar e (2) 17 ti 14: 2 Vhah 5(11) O5 I,((3 Si'"1, 1)N:797013NT NXh A c„:\ rborist.conl 24912 N. f4294 Spol.4„1,ne \\44% 9921 4 1 , Garin Short -plat Tukwila, W All Significant (6" DBH+) Trees Onsite Id Name Recedar 2 American holly 3 Port orford cedar 4 Laurel tree 5 Laurel tree Laurel 7 Cypress 8 Cypress 9 Cypress 10 Red cedar 11 Pine 12 Western redcedar 13 Western redcedar 14 Western redcedar 15 Western redcedar 16 Western redcedar 17 Western redcedar 18 Western redcedar 19 Western redcedar 20 Western redcedar 21 Westem redcedar 22 Western redcedar 23 Western redcedar 24 Westem hemlock 25 Western redcedar 26 Westem redcedar 27 Western redcedar 28 Western redcedar 29 Westem redcedar 30 Westem redcedar 31 Western redcedar 32 Westem redcedar 33 Westem redcedar 34 Western redceda 35; Westem redced 36 Oak 37 Port orford cedar 38 Birch 39 Cyysiress 40 Cypress 4] Apple speciee 42 Apple speciei 43 Cypress 44 Cypress 45 Westem white pine 46 American holly 48 American holly 49 American holly 50 American holly 52 American holly 53 American holly 54 Atlas cedar 55 Westem white pine 1 Mountain Ash Latin Name [Thztja species Ilex opaca Chamaecyparis lauwsoniana Laurus nohili.s Laurus nobilis Taurus nobilis Cupressus species Cupressus species Cupressus species Thuja species Pinus species Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Tsuga heterophylla Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja plicata Thuja. plicata Thuja plicata Thuja plicata [Thuja plicata [Thuja plicata Quercus species Chamaecyparis lauwsoniana Betula species C ressus species Cupressus species *talus spec! s Malu.s species Cupressus species ICurpressus species Pinus monticola Ilex opaca Ilex opaca Ilex opuca Ilex opaca Ilex opaca Ilex opaca Cedrus atlantica Pinus monticola rSorbus sspl DBH Height Spread 8 8 12 21 25 20 12 35 15 16 25 15 13 25 10 ''Lii 25 12 18 45 13 18 45 13 18 45 13 15 30 13 23 35 30 18 38 30 14 38 30 II 38 30 13 38 30 12 38 30 8 38 30 7 38 30 6 38 30 7 38 30 10 38 30 12 38 30 12 40 21 10 20 30 II 35 28 15 37 30 17 37 30 11 37 30 9 34 15 15 37 30 12 30 20 8 30 20 8 30 20 10 IS 18 10 IS 18 18 45 28 l5 35 5 23 50 42 14 25 0 22 50 15 11 12 55 8 I0 16 40 16 01 25 17 33 75 29 10 15 13 9 19 15 9 19 15 10 20 15 10 20 16 9 20 16. 42 68 48 23 68 18 54%4 25 17 Daniel@AbcArborists.com 509-953-0293 Web AbcArborist.com Condition Poor -Major Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems StressedVDeclining Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Fair - Moderate Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Good - Minor Problems Poor - Major Problems Poor - Major Problems Fair - Moderate Problems Dead V D Good - Minor Problems Dead Dying Good - Minor Problems Poor - Major.Probleme FairModerate Problems StressedVDeclining StressedVDeclininb Good - Minor Problems Good - Minor Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems Fair - Moderate Problems Good - Minor Problems !Poor_Major Problems Development Remove not Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Remove not Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Remove not Viable Remove not Viable Retjuiu-Viable Remove not Viabl Retain -Viable '-Remove not Viable ietnove for Construction Rymove not V ai b el Remove for Construction Retain -Viable Remove not Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Retain -Viable Remove not Viable] RECE V D MAY 162010 Community�� ISAppV- r0i 12402 N. Division #294 Spokane WA 9921 5 'Page Garren Short -plat Tukwila, W_ TREES TO BE REMOVED NOT VIABLE Name 1 Red cedar 6 Laurel tree 34 Western redeedar 35 Western redecrlar 37 Port orford cedar 39 Cypress 41 Apple species 44 Cypress 57 Mountain Ash atin Thtrja ..v7ecies Lumps Th ['Licata .Thuja (.71conaec:tparis Icnoi,soniouti Cupressiis „species Alo his .Te,..!ie„c C'irpressus' .spec les .ssp. Id Name Lorin 40 Cypress Cuprcscus species 42 Apple species Mcilu..,' species loyhoo,o0000poollIIII .111111111 Apple (:)cypRs,',3 fl 11111'111'1'11111 Ieight. Spread 8 8 1.2 7 25 12 10 15 18 10 15 18 15 35 15 14 25 0 11 2 15 11 25 11 5/4/4 25 17 Laurel tree Mount.a in asn Porl or ord Red cedar esiern tedcedar (2) Coudirion Poor - Major Problems S rcs sed I)ccliniii 110oor - Major Problenis Poor - Major Problems Dead \/ I)yiiig Dead V Dying Poor - Major Problems StressedVDeel ining Poor - Major Problems TREES TO BE REMOVED FOR CONSTRUCTION Apple species 0 Cypress 1.111111111111.. 1.11,111111111111,1111 F3F1 Height Spread Condition Development 50 15 Good - 'Minor 'Problems Remove for Construction 8 10 Fair - Model'ate Problems Remove for Construction 5 5(04-95:3- bc,\ rborisr,corn 124.02 N. Division .4294 Spok;:tric: (.)921 IsA p'N.:7")7(4iM 6 r Garr n Short -plat Tukwila, TREES RETAINED ONSITE, TPZ/CRZ AN OAR 1111111111111111111111111 �....11I AAn1erit(,alrr h'7(23INy ('7)) Atlas cedar Burch "(f Cypress (4) .an.jreN tree (2), ak 0 PNne orfclrc cedar he133Nock V estern redeedar (21 ) tea 'Nh l'te pine (2) Id Name 2 Ainerican holly } Port oriiord cedar 4 I.,aur'cl tree 5 1....aurel tree 7 Cypress 8 Cypress 10 Red cedar 11 C'in I:? VJerstcrrr7 red e,cl<r 13 Western redcedar 14 Western redcedar 15 Western redcedar b Western redcedar 17 Western redecdaar 18 Western redcedar IN Western redeedor 2)) Western rldcedar 21 Western redcedar 22 Western redcedar 23 Western redcedar 2.4. Western hemlock 5 Western redcedar 26 Western redcedar 27 Western redcedar 28 Western redcedar 221 Western red.cedaar 3() Western rcd.3cdar 1. ut/n .Nome' Hex rr/rcar'a 1ClownoccIparis 7 iurttco,itt Yru Haunts ta(I/al/is 1,amoa rauhalli,s C"upres.susApecies -ies (7ujue.as'aas s7aa>cic�s Thuju spe flares speciar"r Thuju pl6'uau Thu/`u pla`cuua Thujcr /r//o i/ t 7"7iuju plicOlca Thuju plicruu 77u{/;a p//c,125 t'hu/a plieuto 7711,0 plia'a(ca limp) 'gavot Thuju plieala MojaO011ccala 7`hojra plicato 77u7;u holcu caplayllca T iu/u lalicuto 7"hu/a Nicola 7"hoja Nicola 7'hirjra /rlicutu 7`hojaa Ocala Tlrly'a palicuto 1)1`111 Height 21 25 12 16 13 25 25 18 45 15 45 13 Cicrt.sil 14 4.5 13 15 'i0 43 23 35 301 8 38 ill 14 38 :30) 11 .31i 30 13 35 30 12 3 t3 3l1 8 7 38 3)) 6 38 ill 7 .35 30 I (I 38 3012 38 30 12 40 21 I d 211 1I 15 15 37 3017 37 3)) II 37 311 9 34 15 15 37 30 5(1a) aY'rr,"'a 11129 4 iplofl'„aet<; \XI,\ 0021 Spread Cot 20 15 Moderate, Problems rubleurs 15 Fair - Moderate Problems 10 Fair Moderate Prolalernn 1..3 (3o‘Al - Miner 11.1rra1dems Minor Problems Retain-ViableaRetain-ViableRetain-Viable(`food - Minor ProblemsProblemsCkxad Miner Problems (ioa•d. - Minor Problems Good - Mirror Problems (food - Minor Problems (.;oud - Minor Problems ('Mood - Minor Problems Good - Minor Problems Good - Minor Problems Good- Minor Problems Good- Mirror Problems (good - Minor ProblemsProblemsGoodGood- Minor Problems (.arxrd - Minor ProProblemsMinur Problems - Moderato Problems Good - Minor Problems (.food - Minor Problems Retain -Viable Good - Minor Problems (i)a1Yd .. Minor Problems Good - Minor Problems Good - Mirror Problems 17aaa,cleallnae7rit 10 t in Viable 1Zetain--\'iaahle Retain Viable Retain -Viable 1:.ettain-\'ia12Ia Retain-Viable Retain-ViableRetain-ViableRetain-Viable ab Retain-Viable Relain-'5"iahle 1327tain-'�"itthle Retain-Viable. Retain-VI Retain -Viable Itcuain•\'fable Retain- \'table Retain -Viable able Retain Retain-A'i«bIc I1cl1ain..A'iarhle^ I'dctain-\'irahle TP - i(,7 k<uiius Rau1i 16 7 878 R 13.5 6.75 13.5 6,75 13.5 ('.73 5 7.5 23 11.5 IX 914 7 1 1 .5.3 6,5 4 ti 7 III 5 12 s 2, 6 12.5 6.25 I I 5.5 15 7.5 I7 8.5 I1 5.5 9 4.5 15 7. Garren Short -plat Tukwila, IN 31 Western rednertar 32 Western redcgdar 33 Western rrAciechir 36 Oak. 38 l'3irch 413 Clypress 4.5 Western white pine 46 American holly 48 American holly 49 American holly 50 Artier:wan holly 5 American holly 52 American holly 54 Atlas cedar 55 'West:ern white pine 17)1410 pi Wel 1.(1 Thqj a pl lc atil Thpj a plicate' Q taxcusxoecies Be nd .specie,s' (.7upres.5us species P IRIS ITU»! tit:0 la ex opac a Iletv opt ic a 1 ex: optic a II ex opa c a opaea 11 ex ()pact (11 e (.1 0 an a nti a Pinus motalcola 30 8 18 45 23 50 16 40 33 75 15 9 9 19 9 20 42 6113 23 20 Good - Minor Problems Retain -Viable 20 Good. Minor Problems Retain -Viable 20 Good. Minor Problems Retain -Viable 28 Fair - Moderate Problems Retain -Viable 4.2 ("rood - Minor Problems 16 StressedVDeel.ining 29 Good - Minor Problems 13 Good - Minor Problems 15 Fair - Moderate Problems 15 Fair - Moderate Problems 15 Fair - Moderate .Problerns 16 Fair - Moderate Problems 16 Fair - Moderate Problems Relain-ATi able Retain -Viable Retain -Nliable Retairg'V iable Retaim;Viable Retain -Viable Retain -Viable Retai n-V nth le Retain -Viable 443 Fair - Niriderate. Probkrns Roam -Viable 18 („ioucl - Minor Problems ReliamVialile OFFSITE TREES VIABLE FOR RETENTION AND TPZ Id Name Latin Nannt 10 I Big ls') maple Acer mcdcrophyflum I 02 Big leafrumple ccr acre) phyllum 1 03 Big lea r maple Act,- Pnacrophyl luta 104 Big leaf maple A cer macrophyllum DBH Height Spread 24 0 27 30 50 27 24 24 Big l'eaf rape (4). 12 8 11.5 23 12 7.5 6.75 6.75 7.5 7.5 6.'75 31.5 213 4 9 11 15 6„5 3:75 3,375 1375 3 75 3 7 5 3,375 15.75 I I .5 c:ondi(ion 1)e5elopmeni 11'7-4adius Radius Good - Minor Problems OP:site-Viable 24 Good - Minor Problems (5..i)f1site-Viable. 28 Fair - Ndoderate Problems Ofkite-Viithle 28 Fair - Moderate. Problems 0 Ifsi 509-953.-0293 12402 1.".,:L fiivisiori 1294 `,,,Spc)kille 9921 Web .AbcArborist,corn 10 24 24 12 15 12 12 !ISA I5N797().11,1\ 8 b CITY OF TUKWILA Department of Community Development' 6300 Southcenter Boulevard Tukwila, WA 98188 Telephone: (206) 431-3670 SNORT PLAT F FOR STAFF USE ONLY .Permits Plus Type: P-SS Planner: J ( Q IZt 5 . File Number: L ` [.tZ Application Complete Date: (y k 4 l a Project File Number: PLI ' — 150 3 Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: 00-J' f eLA. SLef:sr C BRIEF DESCRIPTION OF PROJECT: ORIGINAL # OF LOTS: PROPOSED # OF LOTS 3 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. S 7- 1 v-c S . • '1"V.:\' w c\ elw �a l 5\.A43rT r?V�-� LIST ALL TAX LOT NUMBERS (this it formation may be found on your tax statement). 33 4 S 7o - 317 DEVELOPMENT COORDINATOR :. The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. 7bName: CX.A. . S C'1 d i� U{- — 1�".�'.�t. Address: 2_6 lf-} BC)f)Z Phone: Z. S 3 333 220 0 FAX: E-mail: \G„An, s. if) Signature: 1\deptstoret.City Common‘Teri Revisions In Progress•Short Pla-Jan2ol1.docs Date: L/hil/v RECE V ED • MAY A''6 2010 :.Community • • Development CITY OF 1TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. • 2. All statements contained in the applications have been prepared by me or my agents and are tnie and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 14 24� 57n-+ Ave. S� Tukt,1,'1a I. L (off for the purpose of application review, for the limited me necessary to compete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at C v i c.i j t" , Li. (city), (state), on ant Z 7 201 Y1 kQ.IJ Gars (Print Name) 31 `5e " eve- s., (tier, -, GM RE500(10/ (Address) 0 C2 `7n 4 — q l'-( 3 (Phone Number) (Signature) On this day personally appeared before me Ke VI V'l C a ocrin, to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. . SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 27DAY OF v.1 l , 20 _.�1111111111 � % C �� `/ moo`* 9%o Z NOTARY u1 i _ v, PUBLIC i z =' •• 0 a� .;9), . ,..oe 29:01 ...:��``�. 'r �'OF �\ �� \tdeptstore'Ciry�G `ppgti,i 111Rv+At`i��InPlo3essLShorr PIar-lan201I.docx (ti/�y�-ems PUBLIC in and for the State of Washington residing at ov j ` % My Commission expires on��"�" zoi5 COMPLETE APPLICATION CHECKLIST The materials listed below must be -submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. 'Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning APPLICATIONICMATERIALS: . V 1. Application Checklist (1 copy) indicating items submitted with application. ✓r 2. Completed Application Form and drawings (4 copies). V 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). t/- 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". I/ 5. Application Fee: See Land Use Fee Schedule. 6. SEPAJnv on mental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Applicationaket) PUBLIC NOTICE MATERIALS: short plats o�'S are required to provide public notice 7. If the project requires SEPA ritview fee (see Land Use Fee schedule) to or involves a short plat of 5 - 9 lots: Payment of notice board FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. If the project involves a short plat of 5 -9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. ivax- (Ap_elsUra ) \\deptstore\City Common\Teri\Revisions In Progress\Short Plat-Jan201 I.docx E MAY .16 2118 Community Development Check items submitted with application Information Required. 'Way be waived in unusual cases, upon approval of Public Works and/or Planning PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). . (Jv^�sL 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila5Forms are available at the DCD office. `d'� ,,,� / i•-c Q'' 12. Provide two copies of sensitive area studies such as wetland or geo ec"hnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. ✓ 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights -of -way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN:jfor'SWlot'short plats or' Planned Residential Developments only ; �j� �> 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). \\deptstore\City Common\Teri\Revisions In Progress\Short Plat-Jan20I 1.docx RECEIVED MAY 162018 Community Development Check items submitted with application Information Required. iMay be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: k\ 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a.sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: J 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". ' ✓NGVD (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to 1929, if in a flood zone or flood -prone area. See http://www.tukwilawa.gov/pubwks/pwpermit.html for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). ,. ✓ (d) Total expected cut and fill for plat buildout. / Jgas, (e) Existing and proposedty■improyernents,providedo n site and in street (water, sewer, power, natural telephone, cable). Schematic designs to regardless of purveyor (e.g. siteiline size, location, tandtsize'of4public1main). No capacity calcs, invert depth, valve locations or the like are needed. .11* (f) Stormtdrainageidesigniatileast.90%icompletepwhich meets the King County Surface Water ao/( Design Manual (KCSWDM). Include a Technical Information Report (TER) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://www.tukwilawa.gov/pubwks/pwpermit.html. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show access to lots, driveways, parking areas, fire access lanes and turn -grounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. (1) Show proposed lot, tract and easement lines. V` - f f I \\deptsrore\City Common\Teri\Revisions In Progress\Short Plat-Jan201 l.docx RECEIVED FMAI 16 2018 Community Development RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER ©T olli CommDapsommata elf : Iav: Sexurahoontor Beadsvard, Vln10 'fl1 s, 7A Set 43314671FAX 43.9.2328 t1nA06 t•u:kll•>t: mtIT',t nY call ONOo RT PUT NUNDER ER DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED. OWNERS) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS. FROM DATE OF RECORD. WITHOUT THE FIUNG OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE HEIRS AT LAW OF PONCE C. DUMO AND ELIZABETH DUMO, DECEASED, AND THE HEIRS AT LAW OF EDNA ELLIS, DECEASED. BY: KEVIN M. GARREN. PERSONAL REPRESENTATIVE FOR DONALD L GARREN, DECEASED. HEIR AT LAWOF PONCE C. DUMO AND EUZABETH DUMO. (SEE NOTES 2. A. & C., SHEET 3 OF 3) BY: J. RONALD ELLIS, PERSONAL REPRESENTATIVE FOR EDNA G. ELUS. DECEASED, HEIR AT LAW OF EDNA ELUS. (SEE NOTES 2. A. & B., SHEET 3 OF 3) STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT KEVIN M. GARREN IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PERSONAL REPRESENTATIVE OF DONALD L GARREN, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE: NAME AS COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES: STATE OF COUNTY OF 1 CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT J. RONALD ELUS IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT. ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PERSONAL REPRESENTATIVE OF EDNA G. ELLIS. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE: NAME AS COMMISSIONED' TITLE: MY APPOINTMENT EXPIRES' REFEFIENCES 1. FIRST AMERICAN TITLE COMPANY SUBDIVISION GUARANTEE. ORDER NO. 1571956. DATED JUNE 2. 2017 2. KING COUNTY ASSESSORS MAP OF SW 14-23-04, DATED 3/6/2017 3. PLAT OF HILLMAN'S SEATTLE GARDEN TRACTS, VOL 11/24 4. PLAT OF DUFF'S HAZELWOOD ADDITION. VOL. 61/32 5. SURVEY RECORD NO. 7812139013 6. SURVEY RECORD NO. 8005159004 7. LOT UNE ADJUSTMENT RECORD NO. 20041216001837 8. SHORT PLAT RECORD NO. 20050713900001 9. SURVEY RECORD NO. 20060407900014 10. SURVEY RECORD NO. 20060906900008 11. SURVEY RECORD NO. 20120316900001 12. SHORT PLAT RECORD NO. 20120927900003 RECORDING C RIIRCATE FILED FOR RECORD AT THE REQUEST OF THECITY OF TUKWLA THIS DAY OF 2018, AT MINUTES PAST M AND RECORDED IN VOLUME OF SURVEYS, ON PAGES RECORDS OF KING COUNTY, WASHINGTON. MANAGER SUPERINTENDENT LAND SURVEYORS CER 1RCATE PRELIMINARY SHORT PLAT OF KEVIN GARREN A PORTION OF: S.E. 1/4, S.W. 1/4, SEC. 14 TWP. 23 N., ROE. 4 E., W.M. CITY OF TUKWILA KING COUNTY, WASHINGTON LEGAL DESCRIPTION (OLD) LOTS 27 AND 28, BLOCK 4, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (NEW) - LOT 1 TO BE INCLUDED ON THE FINAL SHORT PLAT. LOT 2 TO BE INCLUDED ON THE FINAL SHORT PLAT. LOT 3 TO BE INCLUDED ON THE FINAL SHORT PLAT. SITE INFORMATION: ENGINEER/SURVEYOR OWNER/DEVELOPER TAX PARCEL No. ADDRESS ACREAGE NUMBER OF LOTS PROPOSED USE ZONING SANITARY SEWER WATER FIRE DISTRICT SCHOOL DISTRICT POWER GARBAGE SERVICE I I, PAUL E. MORRON, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2200 (FAX) 333-2206 KEVIN GARREN 29317 152ND AVE SE KENT, WA 98042 (206) 714-9143 3365900395 14243 57TH AVE S 0.60 ACRES* / 26,102 S.F.* 3 SINGLE FAMILY DETACHED LOW DENSITY RESIDENTIAL (LDR) CITY OF TUKWLA CITY OF TUKWLA CITY OF TUKWILA TUKWILA DISTRICT NO. 406 PUGET SOUND ENERGY WASTE MANAGEMENT VOLUME PAGE APPROVALS KING COUNTY FINANCE DIVISION I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DEUNOUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HERON DEDICATED AS STREETS. ALLEYS. OR FOR OTHER PUBLIC USE ARE PAID IN FULL THIS OAT OF 20 KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 KING COUNTY ASSESSOR DEPUTY ASSESSOR PARCEL NUMBER 3365900395 TUKWLA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 20 CHAIRPERSON. SHORT SUBDIVISION COMMITTEE DALEY-MORROW-POBLETE, INC. 726 Auburn Woy North Auburn, Washington 98002 Phone: (253)333-2200 (Fax)333-2206 ENGINEERING — SURVEYING LAND PLANNING III /a DUWAMISH 11) ��� /> >I �•\ i '''./ RIVER �% __L— — _ _ ,111 1 - J% 1 1 \ ..— — RECEIVEDD CITY OF TUKWILI. VICINITY MAP SCALE: 1" �= 1/8TH MILE ± MAY 1 6 2018 PERMIT CENTER PORTION OF SE 1/4, S.W. 1/4, SEC. 14, T-23N, R-4E, WM. CLIENT KEVIN GARREN 29317 152ND AVENUE S.E., KENT, WA. 98042 PHONE NO. (206) 714-9143 PROJECT KEVIN GARREN PRELIMINARY SHORT PLAT CITY OF TUKWILA PREUMINARY SHORT PLAT NO SITE INFORMATION DRAWN 8Y 8 SCALE NA DRAWING 17150PSP APP, DATE 04 APR '18 JOB/ 17-150 SHEET 1 or_ 3_ RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER ©'ty ©4T8n 2a Coate lawvmllagensust SHORT RAT HUMoCQ DATUM: NAVD 88 BENCHMARK (CITY OF SEATTLE BM 93V-901) BRASS PIN IN A 2" CONCRETE FILLED PIPE IN CASE. TOP OF PIN IS 0:55' BELOW MONUMENT CASE. LOCATED AT THE INTERSECTION OF S 144TH ST. AND 59TH AVE. S. ELEVATION = 174.18 GRAPHIC SCALE 30 0 15 30 60 120 61 zx El 0 0 .O (INFEST) 1 inch = 30 ft. LEGEND EX. FIRE HYDRANT EX. WATER GATE VALVE EX. WATER METER EX STREET LICHT EX. POWER VAULT EX. TELEPHONE VAULT EX. CATCH BASIN -TYPE I EX. SANITARY SEWER MAN HOLE EX. SANITARY SEWER CLEAN OUT EX GAS METER 0--0-0- EX. CHAINUNK FENCE EX ROCKERY/BLOCK WALL EX OVERHANG EX PAVEMENT EX CONCRETE EX GRAVEL TREE LEGEND BIRCH TREE 0 •"A - ASH TREE • •"H - HOLLY BUSH 0 •"AP - APPLE TREE 10--/// •"C CHERRY TREE • •"F - FILBERT TREE 0 0 O•"M - MAPLE TREE Y * •"R - REDWOOD TREE •"C - CEDAR TREE 1,_- •"S - SEQUOIA TREE •'H - HEMLOCK TREE •"0 - •'L - OAK TREE LAUREL BUSH - PINE TREE - JUNIPER TREE PRELIMINARY SHORT PLAT OF KEVIN GARREN A PORTION OF: S.E. 1/4, S.W. 1/4, SEC. 14 TWP. 23 N. ROE. 4. E., W.M. CITY OF TUKWILA KING COUNTY, WASHINGTON LDR '3 CHAIN UNK FENCE 72'M CLUSTER \ \\ \ \' \'ra ' N" Np N 3 24'M \\ 12"/7'C SPUTS UP 1' 6' WIRE FENCE W/DEBRIS PILE TO THE WEST Q 14 13 11 TREE TABLE 1. 12"C 2. 9"C 3. 10"C 4. 15"C 5. 12"C 6. 9"C 7. 8"C 8. 6"C 9. 10"C 10. 12"C 11. 8"H 12 8"C 13. 14"C 14. 6"C 15. 10"C 16. 8"C 17. 15"C CB -TYPE 1 RIM = 159.88 IE = 157.0312"S IE= 157.1812"N IE = 157.63 8' E IE = 158.58 4" W 20' VOLUME • PAGE 20' N ID 96.8LF 12" CONC 0 5.36% -TYPE I RIM = 164.72 IE = 162.22 12" N IE = 162.27 12" S 5 133.9LF 12" CONC ® 2.35% 128/8"? SPUTS 1' ABOVE GND SSMH RIM = 168.20 IE = 154.20 MID CHNL 8" CONC N. SW. SE CB -TYPE I RIM = 168.46 IE= 165.4112"N IE = 165.66 12" S IE = 165.84 8" SE IE= 166.44 4" W CB -TYPE I RIM = 168.00 IE= 166.058"NW 24.5LF 8" CONC 0 0.86% LlY-C�vti RECEIV D 20- zv ITY OF TUEWILA. MAY 16 f618 PORTION OFF S.E. 1/4, S.W. 1/4, SEC. 14, T-23N, R-4E, W.M. DALEY-MORROW-POBLEfE, INC. 726 Auburn Way North Auburn, Washington 98002 Phone: (253)333-2200 (Fox)333-2206 CLIENT KEVIN it:V•1i�i `•I: 29317 152ND AVENU . p l, PHONE NO. (206) 714-9143 of Incorporated ENGINEERING - SURVEYING LAND PLANNING PROJECT KEVIN GARREN PRELIMINARY SHORT PLAT CITY OF TUKWILA PREUMINARY SHORT PLAT NO EXISTING CONDmONS DRAWN BY SCALE 1"= 30' DRAWING 17150PSP SHEET OF 3 APPRO DATE 04 APR '18 JOB// 17-150 Clty M ame I S aR CANATIMIZEBI alaredapmmant IMO auAw Aoarisawd. TmCntealt. WA va9 . vopo®oo®a9 [FM 439 &am& n Iky,i.aII' 1.71.A.,141010ELWALUZ GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. NOTES 1. CCNTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A 5' TOTAL STATION WITH INTEGRAL DISTANCE MEASUREING METER. THE SURVEY TO LOCATE THE TOPOGRAPHICAL FEATURES SHOWN ON THIS SHEET WAS CONDUCTED BY DMP, INC. IN JUNE 2017. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. TRAVERSE CLOSURES FOR THIS SHORT SUBDIVISION EXCEED THE REOUIREMENTS OF WAC 332-130-090. PRELIMINARY SHORT PLAT OF KEVIN GARREN A PORTION OF: S.E. 1/4, S.W. 1/4, SEC. 14 TWP. 23 N., RGE. 4 E., W.M. CITY OF TUKWILA KING COUNTY, WASHINGTON 2. FIRST AMERICAN 1111E COMPANY SUBDIVISION GUARANTEE. ORDER NO. 1571956, DATED JUNE 2. 2017. WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS SHORT SUBDIVISION. WHICH ACCORDING TO SAID SUBDIVISION GUARANTEE IS SUBJECT TO THE FOLLOWING AND OTHER RECORD MATTERS. A. A CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: PONCE C. DUMO AND ELIZABETH DUMO, HIS WIFE; AND EDDA EWS, AS HER SEPERATE ESTATE • PURCHASER: DONALD L GARREN AND MARY E. GARREN, HIS WIFE RECORDED: NOVEMBER 25. 1969 UNDER RECORDING NO. 6591647 PURCHASER'S INTEREST IS NOW HELD OF RECORD BY KEVIN M. GARREN, A MARRIED PERSON AS HIS SEPARATE ESTATE BY INSTRUMENT RECORDED FEBRUARY 10, 2009, UNDER RECORDING NO. 20090210001640. B. PROBATE CASE FOR EDNA G. ELLIS, DECEASED. PROBATE CASE NO.: 04-4-02540-8. KING COUNTY PERSONAL REPRESENTATIVE J. RONALD EWS ATTORNEY FOR ESTATE: BETH A. McDANIEL SAID PERSONAL REPRESENTATIVE IS AUTHORIZED TO ADMINISTER THE ESTATE WITHOUT NTERVEN110N OF COURT. AND TO MORTGAGE, CONVEY OR CONTRACT TO CONVEY DECEDENTS INTEREST IN SAID PREMISES. C. PROBATE CASE FOR DONALD L GARREN, DECEASED. PROBATE CASE NO.: ' 06-4-01316-3, KING COUNTY PERSONAL REPRESENTATIVE: KEVIN M. GARREN ATTORNEY FOR ESTATE: JAMES CHARLES DELONG SAID PERSONAL REPRESENTATIVE IS AUTHORIZED TO ADMINISTER THE ESTATE WITHOUT NTERVENTION OF COURT AND TO MORTGAGE, CONVEY OR CONTRACT TO CONVEY DECEDENTS INTEREST IN SAID PREMISES. D. ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS, BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS SHOWN OR DISCLOSED BY SHORT PLAT CR PLAT OF HILLMAN'S SEATTLE GARDEN TRACTS RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 24. NO WARRANTY IS HEREBY MADE. EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID. SUBDIVISION GUARANTEE. 3. THIS SHORT PLAT CONTAINS AN EASEMENT FOR ACCESS AND UTILITIES ACROSS LOTS 1 AND 2 FOR THE BENEFIT OF THE OWNER OF LOTS 1, 2 AND 3 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2 AND 3 WITHIN THIS SHORT PLAT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. LDR 2 '5 4 26 6.660 SO.FT. 1 P 5 z I I 5' LOT 2 6.510 SO.FT. 120' H r m Ftis 77. T-Pe.1 (Ar acgcTS�F 2s, FISH POND TO BE REMOVED N89'0410'W 19193' 15' LOT 1 12.932 SO.FT. \ m -,6\*. o LDR N89'0410'W 1$311.93' LDR T 5' JJ 20' WIDE N PRIVATE ACCESS & UTILITIES 72' EASEMENT 20' 20' I 20' 20' VOLUME PAGE RECEIt'ED CITY OF Ti KWILA MAY 16 ?043 PERMIT CENTER LJS OC4'Z PORTION OF: S.E. 1/4, S.W. 1/4, SEC. 14, T-23N, R-4E, W.M. DALEY-MORROW-POBLETE, INC. 726 Auburn Way North Auburn, Washington 98002 Phone: (253)333-2200 (Fax)333-2206 ENGINEERING — SURVEYING LAND PLANNING CLIENT KEVIN GARREN 29317 152ND AVENUE S.E., KENT, WA. 98042 PHONE NO. (206) 714-9143 PROJECT KEVIN GARREN PREUMINARY SHORT PLAT CITY OF TUKWILA PRELIMINARY SHORT PLAT NO. SITE PLAN DRAWN BY B sc4/F 1" = 30' DRAWING 17150PSP APPI2Bt \ A DATE 04 APR '18 Joey 17-150 SHEET 3_ of 3 0 7 PORTION OF: SW 1/4, SEC. 14, T-23 N, R-4 E, W.M. DATUM: MVO 88 BENCHMARK: (CITY OF SEATTLE B14 93V-901) BRASS PIN IN A 2CONCRETE FILLED PIPE IN CASE. TOP OF PIN IS 0.55 BELOW MONUMENT USE. LOCATED AT THE INTERSECTION OF 5 I 44TH ST. AND 59TH AVE. S. ELEVADON 174.18 DATUM: NAD 83/91 HORIZONTAL CONTROL: NON. IN CASE AT THE INTERSECTION OF S 144111 ST AND 57TH AVE. $ 1 BRASSIE W/ PUNCH DOWN CAC N 176197.3617 E 1286985.5479 ELEVATION - 171.84 NON. IN CASE AT THE INTERSECTION OF S 144TH ST AND 5898 AVE. S 1 BRASSIE W/ PUNCH DOWN 0.5' N 176204.2459 E 1286561.7456 ELEVATION - 232.37 1{A7VIN CA_RRAW SHORT PLAT OWNER.. KEVIN GARREN 293/ 7 152ND AVE SE, KENT, WA 98042 PHONE. 206-7/ 4-9/43 • ST 07 ST < ,r3 >18 3 S 151ST S S 147TH S , o S I 49TH _ST s OST ST ' STSOTM PL (11 18 85 I 49TH ST 1018 [ 23 VICINTY MAP N. T.S. LEGAL DESCRIPTION: LOTS 27 AND 28. BLOCK 4. HILLMAN'S SEATLIE TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME I 1 OF PLATS. PAGE 24, IN KIND COUNTY WASHINGTON. SUBJECT TO ALL RESERVATIONS AND RESTRICTIONS OF RECXRD. PARCEL NUMBER: 3365900395 SITE ADDRESS: 14243 57111 AVE. S. TUKWILA, WA TABLE OF CONTENTS SHEET No. MU' 1 OF 6 2 OF 6 3 OF 6 4 OF 6 5 OF 6 6 OF 6 COVER SHEET EXISTING CONDITIONS AND SITE PLAN T.E.S.C. PLAN CONSTRUCTION PLAN NOTES AND DETAILS COMPOSITE UTILITIES PLAN L/8 -00 tit RECEIVED CITY OF TUKVVIL MAY 1 6 lndo PERMIT CETE OL5CR0,101/ APPAO,f2 DALEY-MORROW-POBLETE, INC. KEVN GARREN 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE. 253-333-2200. FAX. 253— 333-2206 rrocorporat•cl 29317 152801 AVE. SE, KENT, WA 98042 PHONE: 206-714-9143 ENGINEERING - SURVEYING LAND PLANNING KEVIN GARREN SHORT PLAT COVER SHEET " ASP NTS 17150ENG WIT 1 6 *STY/ NW VAIJC. MD. /94:0 • WM0 ASP I.< APRIL 20. 2018 ,23, 17-150 0 1) 6' CHAIN LINK FENCE 72"M CLUSTER Np 0 N_ 24"M-- 12" /7.0 SPLITS UP 1' 6' WIRE FENCE W/DEBRIS PILE TO THE WEST x 8 m 0 0 0 \ \162 \ TWO CEDAR \ SPLITp GND \ l a \ 181'0 \ 1 \ \ \ \ l^ I \ \ \ SPLITS ®GRQ \ \ \ \ \ \6 A P42 $„Z -$RUTS-b- \ \ \ \ \ GD \ * 0\ \ 6"C\ \ \ \ \\ \\ \ \ 6\C 1 \ C\ \ \ \\ \ \ \ \ N \ \ \ ,`s' • LEGEND EX. FIRE -HYDRANT EX. WATER CATE VALVE EX. WATER METER EX STREET LIGHT EX. EX. EX. EX. EX. POWER VAULT TELEPHONE VAULT CATCH BASIN -TYPE I SANITARY SEWER MAN HOLE SANITARY SEWER CLEAN OUT EX GAS METER O EX. CHAINLINK FENCE EX ROCKERY/BLOCK WALL - EX OVERHANG EX PAVEMENT EX CONCRETE EX GRAVEL 14"C — \ J�O� 89'041O"W 19t9314 "2 - E WM _ 18'P 10"H 0\ 4'10�W 1.93''IL R6 dA SHEDS EXISTING CONDTION TREE LEGEND O BIRCH TREE O ASH TREE O ""H - HOLLY BUSH O '"AP - APPLE TREE O ""C - CHERRY TREE O ""F - FILBERT TREE 0 •"0 - OAK 'TREE O - LAUREL BUSH ""R - REDWOOD TREE " C - CEDAR TREE ""P - PINE TREE �'•� •"S - SEOUOIA TREE "J - JUNIPER TREE TREES TO 8E REMOVED UNDER SEPARATE PERMIT BLOCK RETAININ WALL BLOCK RETAINING • WALL CB -TYPE I RIM = 164.72 IE = 162.22 12" N IE = 162.27 12" S 133.9LF 12" CONC @ 2.35% 12&8"? SPLITS 1' ABOVE GND SSMH RIM = 168.20 IE = 154.20 MID CHNL 8" CONC N, SW, SE CB -TYPE I RIM = 168.46 IE = 165.41.12" N IE = 165.66 12" S IE = 165.84 8" SE IE = 166.44 4" W CB -TYPE I RIM = 168.00 IE = 166.058"NW 24.5LF 8" CONC © 0.86% 2I 6' CHAIN LINK FENCE 0 O coE LU Co O 6' WIRE FENCE J W/DEBRIS PILE TO THE WEST GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 Inch = 20 EL Call before you D8T1 UNDERGROUND SERVICE (USA) MOD CUTTING UNDERGROUND UTILITY UNES. IRS COSTLY • NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE 111E EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTIUPES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UIIURES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 811 N891'04'10'W 191.93' N89'04'10'W 191.93' SHEDS SITE PLAN RECEIVED CITY OF TUKWILA MAY 1 6 2013 PERMIT CENTER Lie--oove. . FN. Pro DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. • AUBURN. WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 WE' KEVIN GARREN 29317 152ND AVE. SE, KENT, WA 98042 PHONE 206-714-9143 ENGINEERING - SURVEYING LAND PLANNING KEVIN GARREN SHORT PLAT OUSTING CONDITIONS AND SITE PLAN Ditara ASP 1' 20' 17150ENG durIAITO ASP e.R APRIL 20. 2018 An, 17-150 • �\ 2 `762�1 i"CESek t SPLIT CND 6' CHAIN LINK GI \0 CA OrS- 72"M \ 1,9 CLUSTER :4"M FENCE \ \ J1 V0 c30 0 12"/7'C SPLITS �� UP 1' 0 J 6' WIRE FENCE W/DEBRIS PILE TO THE WEST 1 GRAPHIC SCALE 20 0 10 20 4j 1 ( IN FEET) 1 inch - 20 fL z 111 m 0 0 0 0 0 LEGEND EX. FIRE HYDRANT EX. WATER GATE VALVE EX. WATER METER EX STREET LIGHT EX. POWER VAULT EX. TELEPHONE VAULT EX. CATCH BASIN -TYPE I EX. SANITARY SEWER MAN HOLE EX. SANITARY SEWER CLEAN OUT EX GAS METER EX. CHAINLINK FENCE EX ROCKERY/BLOCK WALL EX OVERHANG EX PAVEMENT EX CONCRETE EX GRAVEL EX. POND TO BE REMOVED 14"C 87d4'4.0°W 19t9034 1..2 (. \ \ 18.P J 10"H \ 89'Q4'1b°11 19j.93' 6 TT SHEDS TOTAL CUT = 60 CU.YD. TOTAL FILL = 60 CU.YD. TREE LEGEND 0 •"B - BIRCH TREE / ( 1 •"A - ASH TREE O '"H - HOLLY BUSH O - APPLE TREE 0 •"C - CHERRY TREE "F - FILBERT TREE O ""0 - OAK TREE O - LAUREL BUSH "R - REDWOOD TREE ��// CEDAR TREE 3E- •':P - PINE TREE �/�•� •"S - SEOUOIA TREE '"J - JUNIPER TREE 0 TREES- TO BE REMOVED UNDER SEPARATE PERMIT BLOCK RETAININ WALL BLOCK RETAINING WALL L EX. WM BUSH CB -TYPE I RIM = 164.72 IE = 162.22 12" N IE = 162.27 12" S 133.9LF 12" CONC © 2.35% 12&8"? SPLITS 1' ABOVE GND SSMH RIM = 168.20 IE = 154.20 MID CHNL 8" CONC N, SW, SE CB -TYPE 1 RIM = 168.46 IE = 165.41 12" N IE = 165.66 12" S IE= 165.848"SE IE = 166.44 4" W CB -TYPE I RIM = 168.00 IE = 166.05 8" NW 24.5LF 8" CONC ® 0.86% Call before you D8111 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UOUTY UNES IT'S COSILY CATCH BASIN /\\I? PAS by F0. h i0 . n v 0 h vA• h h vo 5 SOL D WALLS FILTER MEDIA FOR DEWATERING GRATE 14* 0°' ve /% 0o • eW T ' ,A e ▪ , POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED NTH WATER. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-91E OR HAULED OFF -SITE. 2. REGULAR MAINTENANCE IS CRITICAL UNUKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASH PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. CATCH BASIN INSERT JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 01.0TfhTINTINT11111°fIINT 11 uIH- I I 6' MAX. u POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL 8E INSTALLED ALONG CONTOUR WHENEVER POSSIBLE N.T.S. 2".2' BY 14 Ga. WARE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 1t , � MINIMUM { °4' TRENCH u BACKFILL TRENCH WITH NATIVE SOIL OR 3/4'-1.5' WASHED GRAVEL 2"a4' WOOD POSTS. STEEL FENCE POSTS. REPAR. OR EQUIVALENT MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP 0R POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS REPLACE THE FENCE AND/OR REMOVE ME TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6' HIGH. 5. IF THE FILTER FABRIC HAS OETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHAD. BE REPLACED. SILT FENCE with LINEAR TRENCH NOTE: EXISTING URUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION 15 MADE MAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR URUTIES NOT SHOWN OR UTILITIES NOT SHOWN IN MDR PROPER LOCATION. 811 N.T.S. GRADING AND EROSION CONTROL NOTES: 1. ME EROSION PREVENTION AND 'SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. ESTABUSH THE CLEARING UNITS. INSTALL CONSTRUCTION ENTRANCE AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES. INCLUDING ALL PERIMETER CONTROLS. SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION 15 ESTABUSHED. 5. FROM MAY 1 THROUGH sEPTFLB0R 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS MAT WILL REMAIN UNWORKED FOR SEVEN DAYS 0R MORE. FROM OCTOBER 1 THROUGH APRIL 30. PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. 15-ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL A PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE MAN 12 HOURS B. STOCKPILE. ON SITE. ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS C. BY OCTOBER 8, SEED ALL AREAS THAT WMLL REMAIN UNWORKED DURING TIE NET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A UEN AGAINST THE PROPERTY WHERE SUCH FAILURES ARE LOCATED. 8. DURING THE UFE OF ME PROJECT, WE PERMITTEE SHALL MAINTAIN IN C000 CONDITION AND PROMPTLY REPAIR. RESTORE. OR REPLACE ALL GRADE SURFACES: WALLS. DRAINS DANS STRUCTURES VEGETATION. ER09ON AND SEDIMENT CONTROL MEASURES AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. ME PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES. AND SHALL VATH THE DIRECTOR'S APPROVAL REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM THE PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. ME PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK STALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL. STATE, AND LOCAL LAWS. 11. AS ME FIRST ORDER OF BUSINESS. THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER ESC AND SMALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES CAN BE REMOVED. INSTALL AND ESTABUSH ME UPSTREAM PERMANENT ESC MEASURES. 12 THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS AND ADJACENT PRIVATE PROPERTIES AND PUBUC RIGHT-OF-WAYS OR EASEMENTS FROM DALIACE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF DIE PERMIT. SENSITIVE AREAS. THEIR BUFFERS. AND PUBUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: NOTIFY THE PUBUC WORKS DEPARTMENT WMMIN 48 HOURS FOLLOWING INSTALLATION OF ME ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. ' C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS. STORM WATER DRAINAGE SYSTEMS. CONTROL MEASURES AND OTHER FACTURES AS IDENTIFIED IN ME ESC PLAN. D. REPAIR ANY SILTATION OR ER090N DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FA0UTIES. E. INSPECT ACCORDING TO NE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. CONSTRUCTION SEQUENCE 3. 4. 5. 6. PRE -CONSTRUCTION MEETING VATH 01Y OF TUKWILA. POST SCN WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. RAC CLEARING UNITS AND INSTALL CATCH BASIN INLET PROTECTION AND INSTALL SILT FENCES. BEGIN GEARING. GRADING AND PAVEMENT REMOVAL INSTALL URUTIES AND STORM DRAINAGE FAOUTIES AND BEGIN CONSTRUCTION. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE. THE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH THE CITY OF TUKWWILA T.ES.C. MINIMUM REQUIREMENTS. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE NET SEASON WITH STRAW, WOOD FIBER MULCN.COMPOST, PLASTIC SHEETING OR EQUIVALENT. 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS AS DIRECTED BY OTT OFFICIAL 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AS DIRECTED BY CITY OF}10AL, CLEANED AND BMPS REMOVED IF APPROPRIATE 10. CONTRACTOR 15 RESPONSIBLE FOR KEEPING STREET CLEAN BY SWEEPING AS WARRANTED AND DIRECTED BY THE CITY OF KENT. RECE1vEL CITY OF TV KWIjI,,,; •asOelt. MAY 16 t J �'ERMI'm' C ' AITI : SLY. NO DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN. WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 KEVIN GARREN 29317 152ND AVE. SE, KENT, WA 98042 PHONE: 206-714-9143 ENGINEERING - SURVEYING LAND PLANNING OROXV KEVIN GARREN SHORT PLAT TES.C. PLAN ASP 1" 20' 17150ENC '^'""m ASP un APRIL 20, 2018 JON 17-150 GRAPHIC SCALE 20 0 10 20 40 ( IN F0Ef 1 Inch - 20 ft.' LEGEND • EX. FIRE HYDRANT $ EX. WATER GATE VALVE B1 EX. WATER METER )'{ EX STREET LIGHT © EX. POWER, VAULT OD EX. TELEPHONE VAULT 68 EX. CATCH,- BASIN -TYPE I O EX. SANITARY SEWER MAN HOLE O EX. SANITARY SEWER CLEAN OUT • EX GAS METER o o o EX. CHAINLINK FENCE EX ROCKERY/BLOCK WALL - EX OVERHANG EX PAVEMENT EX CONCRETE EX GRAVEL APPROX. BLDG & DRIVEWAY FOOTPRINT 1 \ :MP). cp \/ ( NilV 6' CHAIN UNK ' (1 FENCE OI I ;11 \ \ PER \CON 8"C 72"M CLUSTER N_ \ONO O ` :4"M --*1-1 \ 12"/7'C SPLITS UP 1' -r 6' WIRE FENCE-' W/DEBRIS PILE TO THE WEST ` N 1 TWO SPLIT 6"C c 6' C \\ 7" C A 8"C\ NEW\CO CB -TYPE I RIM = 159.88 IE = 157.0312"S IE = 157.18 12" N IE = 157.638"E IE = 158.58 4" W EX. POND LO BE REMOVED 87d4.10'W„191:9334 17 30"P EX. SF(ED TO BE MOVED TO LOT 1 89°Q4'10', NEW 4' MAX HI 1 WALL/ROCKERY NEW 20' DRIVEWAY (SEE DTL SHT. 5) Call before you Dig. T1 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND unuTY UNES. ITS COSTLY 10"H HOUSE LOT 1 � ry 36'C 1 8'P \ \ 24" —EX. CARPORT I �o BE REMO SHEDS NEW CON ( NEW SD PIPE BLOCK RETAININ WALL BLOCK RETAINING WALL EARTHWORK QUANTITY: FILL = 60± CU.YD. CUT = 150± CU.YD. NET CUT = 90± CU.YD. 133 33-- w NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONS161UTY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUNDUTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION. 811 I ' W EX. F.H. 96.8LF 12" CONC 0 5.36% CB -TYPE I RIM = 164.72 IE = 162.22 12" N IE = 162.27 12" S 133.9LF 12" CONC © 2.35% 12&8"? . SPLITS 1' ABOVE GND SSMH RIM = 168.20 IE = 154.20 MID CHNL 8" CONC N, SW, SE CB -TYPE I RIM = 168.46 IE = 165.41 12" N IE = 165.66 12" S IE = 165.84 8" SE IE = 166.44 4" W NEW CB (TYP.) CB -TYPE I RIM = 168.00 IE = 166.058"NW 24.5LF 8" CONC 0 0.86% FlECEIVEU CITY OF TtKWaL._. MAY 1 g�-�, L. lPy2ERmpqii- !1!i wR asolPlror• DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN. WASHINGTON 98002 PHONE: 253-333-2200. FAX: 253-333-2206 KEVIN GARREN 29317 152ND AVE. SE, KENT. WA 98042 PHONE: 206-714-9143 inctoecooratad ENGINEERING - SURVEYING LAND PLANNING WINSAL KEVIN GARREN SHORT PLAT CONSTRUCTION PLAN °M'" ° ASP 1"= 20' APRIL 20. 2018 17150ENG 17-150 or n 6 4..4". ASP GENERAL NOTES: 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WCRK, NOTIFY THE UTIuTIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTIUTY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALUNG 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSBITY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL NAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PUNS. AND CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE 8. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM 111E APPROVED PUNS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER. AND THE CITY OF 1UKVAU. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF 1UKIMLA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERWISE APPROVED BY 111E PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLDAENTATION. 11. ALL SURVEYING FOR PUBLIC FACTURES SHALL BE DONE UNDER THE DIRECTION OF A UCENSED LAND SURVEYOR VERTICAL DATUM SMALL BE NAY° 193B. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES. NORTH ZONE USING NAD.83/91 SURVEY CONTROL AND TIED TO ANY TWO WAY CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE THE PERMITTEE SHALL PROVIDE CONVERSIONS CALCULATIONS TO NGVD 1029. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN. REPLACE OR RESTORE EXISTING VEGETATION IN RIGHT-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION NOTES: 1. ALL WORK PERFORMED SHALL BE PER APPROVED PUNS AND SPEOFICATIONS ONLY. THE PERMITTEE 15 REQUIRED TO NAINTAIN A SET APPROVED PUNS, SPEOFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SMALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO 7HE APPROVED PUNS. 2. PERMIT1EE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE OTYS INSPECTORS) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS: A. ALL WORK IN ROADWAYS SHALL MEET THE T)C 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN THE CITY RIGHT-OF-WAY, 7HE PERMITTEE SHALL PROVIDE THE CITY A TRAFTC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS. AND DESCRIPTION OF THE TRAFFIC ROW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSOAY IN NOVELMER TO THE FOU.OWWO JANUARY 2N0. ME DIRECTOR DOES NOT ALLOW LANE CLOSURES RI THE TUKAI A URBAN CENTER. D. FIRE PEDESTRIAN. AND VEH101UR ACCESS TO BUILDINGS SMALL BE MAINTAINED AT ALL TIMES. EKCEPT WHEN PERMITTEE HAS PERMISSION FROM ME BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL IRON ME DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH 15 LEFT OPEN. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET OTY OF TUKIM A DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE' AND EITHER 'DRAIN TO STREAMS'. 'DRAINS TO WETLANDS% OR 'DRAINS TO GROUNDWATER'. AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE UTILITY NOTES: I. ALL TRENCH EXCAVAWON OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYS1615 SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE. FIBER OPTICS. AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM THE OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS. AND VALVES IN PUBUC RIGHT-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. MATCH EX. GROUND 12' 20' W 2' MIN. COMPACTED DEPTH H.N.A. CLASS 1/2' PG. 64-22 4' MIN. COMPACTED DEPTH M.M.A. CUSS 3/4' OR 1' (2 UFTS) 1.5' IN. CRUSHED SURFACE BASE COURSE SECTION B-B N.T.S. • CQII before you Hai UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND URUTY LINES. IYS COSTLY NOTE: EXISTING URUTY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTIUTIES PRIOR TO COMMp1CIN0 CONSTRUCTION. NO REPRESENTATION IS MADE MAT ALL' EXISTING UTILITIES ARE SHOWN HEREON. ME ENGINEER ASSUMES NO RESPONSBIUTY FOR UTIUTIES NOT SOW OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. an • RECEIVE;; CITY OF TUKW;t. �lv-00y2 MAY 16;;r j PERMIT z.z .ITFp AN. N0.. bR' Off APPROWO DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200. FAX 253-333-2206 ENGINEERING - SURVEYING LAND PLANNING KEVIN GARREN • 29317 152ND AVE. SE, KENT. WA 98042 PHONE: 206-714-9143 KEVIN GARREN SHORT PLAT NOTES AND DETAILS w .. ASP ASP 1." = 20' °== • 17150EN0 A"` APRIL 20, 2018 ' 17-150 .a 5 6 O to CB -TYPE I RIM = 159.88 IE = 157.03 12" S IE = 157.18 12" N IE = 157.63 8". E IE=158.584'W �-- w N89°04'10°W 191.93' 6' CHAIN LINK - FENCE E O 0 (o( T W Co c� lA O 0 z 6' WIRE FENCE W/DEBRIS PILE TO THE WEST APPROX. HOUSE & DRIVEWAY FOOTPRINT (TYP.) LOT a c NEW PERF. PIPE CONNECTION (TV.) ' 11 1 `\ NEW C.O. \ (rm.) 1` LOT 2 \ NEW ROOF & FOOTING DRAIN (TYP.) N89'04'10°W 191.93' NEW, WATER SERVICE UNE (TYP.) HOUSE LOT1 a� 4d I NEW SD PIPE GARAG NEW CB (TYP.) SHEDSNEW WATER METER_ (TYP.) BLOCK—! RETAININT, WALL P4 JJ EX. F.H. fl m BLOCK RETAINING WALL EX. F.H Call before you D8Ti - UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UOUTY ONES. IYS COSTLY 83 < NOTE: EXISTING UTIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHAH BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION 15 MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. -THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTUTIES NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION. 811 96.8LF 12" CONC ® 5.36% CB -TYPE I RIM =2 .72 IE = 162.2.22 12" N IE = 162.27 12" S 133.9LF 12" CONC ® 2.35% SSMH RIM = 168.20 IE = 154.20 MID CHNL 8" CONC N, SW, SE CB -TYPE I RIM = 168.46 IE = 165.41 12" N IE = 165.66 12" S IE = 165.84 8" SE IE = 166.44 4" W CB -TYPE I RIM = 168.00 IE = 166.05 8" NW 24.SLF 8" CONC © 0.86% /18Yea6PERIVir 4� DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 • RECEI!!t:., CITY OF Tf ;;;_I MAY 16 •:T,'..:,, OAT arsaa^rur. KEVIN GARREN 29317 '152ND AVE. SE. KENT. WA 98042 PHONE: 206-714-9143 ENGINEERING - SURVEYING LAND PLANNING • KEVIN GARREN SHORT PLAT COMPOSITE UTILITY PLAN a°"" ASP 'u'• 1"=20' 17150ENG i ONO ASP APRIL 20, 2018 17-150 6