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HomeMy WebLinkAboutReport 01February 24, 2016 Ivana Halvorsen Community & Economic Development Department C.E."Chip"Vincent, Administrator Barghausen Consulting Engineers, Inc. 18215 72nd Ave S Kent, WA 98032 Subject: Notice of Complete Application Baun Short Plat, LUAlG-000124, SHPL-A Dear Ms. Halvorsen: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-6598 if you have any questions. Sincerely, r,r.pu Jill Ding Senior Planner cc: Socheat Khnor / Owner{s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov • • NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Ei:onomic Development (CED) -Planning Division of the City of Renton. The following brieflv describes the application and the necessary Publ!c Approvals. DATE OF NOTICE OF APPLICATION: February 25, 2016 PROJECT NAME/NUMBER: Baun Short Plat/ LUAlG-000124, SHPL-A PROJECT DESCRIPTION: The applicant is requesting Preliminary Short Plat approval for the subdivision of an existing 57,676 square foot (1.32 acre) site into 7 lots and one tract (Tract A) for the future construction of single family residences. The project site is located within the Residential-8 (R-8) zone. The proposed lots range in size from 5,002 square feet to 6,453 square feet. Tract A is a park, drainage facility, and access tract and totals 7,253 square feet. Lots 1-4 would have frontage along Duvall Avenue NE and lots 5-7 would have frontage along Chelan Avenue NE. Vehicular access to each !ot would be provided via the extension of Chelan Place NE, a public alley through the site to the northern property boundary. No critical areas are mapped on the project site. PROJECT LOCATION: 1012 Duvall Ave NE PERMITS/REVIEW REQUESTED: Short Plat APPLICANT/PROJECT CONTACT PERSON: Ivana Halvorsen, Barhausen Consulting Engineers, lnc./18215 72nd Ave S/ Kent, WA 98032/ 425-251-6222/ ihalvorsen@barghausen.com Comments on the above application must be submitted in writing to Jill Ding, Senior Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on March 10, 2016. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-6598. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: FEBRUARY 18, 2016 NOTICE OF COMPLETE APPLICATION: FEBRUARY 25, 2016 Jf you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Boun Short Plat/ LUA16-000124, SHPL-A NAME:------------------------------------- MAILING ADDRESS: _________________ City/State/Zip:----------- Ti:t couru,ii: r,,1n . LL<A.lio-OClOl~'-1 , ..... , _,,,, ...... , _,,,, DEPARTMENT OF COMM ITV AND ECONOMIC DEVELOPMENT --------Renton® Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: Socheat "Kent" Khnor Baun Short Plat PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 26721 · 106th Avenue SE No address assigned Chelan Avenue north of N. 10th Street CITY: Kent ZIP: 98030 98059 TELEPHONE NUMBER: (206) 715-9826 kentk@warringproperties.com KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 1 02305-91 39 APPLICANT (if other than owner) NAME: Same as owner EXISTING LAND USE(S) Vacant COMPANY (if applicable): PROPOSED LAND USE(S): 7-lot short plat EXISTING COMPREHENSIVE PLAN MAP DESIGNATION ADDRESS: RMD PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) N/A TELEPHONE NUMBER: EXISTING ZONING: R-8 CONTACT PERSON PROPOSED ZONING (if applicable): NIA NAME: Ivana Halvorsen SITE AREA (in square feet): 57,676 COMPANY (if applicable): Barghausen Consulting Engineers. Inc. SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 5,800 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS ADDRESS: 18215 · 72nd Avenue South 3,034 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Kent ZIP: 98032 ACRE (if applicable) 6.25 TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 7 (425) 251-6222 ihalvorsen@barghausen.com NUMBER OF NEW DWELLING UNITS (if applicable): 7 1 H; \CED\Data \Forms-Templates \Self-Help Handouts \Plan ning\Master Application. doc Rev:02/2015 -OJECT INFORMATION (contmued) -----'-----~-----------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: NIA $300.000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable) ±2.000 SF IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NIA SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NIA SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL D AQUIFIER PROTECTION AREA ONE D AQUIFIER PROTECTION AREA TWO BUILDINGS (if applicable): NIA SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NIA NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): NIA D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS LEGAL DESCRIPTION OF PROPERTY ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. /Attach leaal descriotion on seoarate sheet with the followina information included! SITUATE IN THE NW QUARTER OF SECTION __lQ_, TOWNSHIP ..1l_, RANGE _5_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I. (Print Name/s) Mr. Socheat "Kent" Khnor . declare under penalty of perjury under the laws of the State of Washington that I am (please check one) W the current owner of the property involved in this application or D the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. Signature of Owner/Representative D~te I Signature of Owner/Representative Date STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Mr. Socheat "Kent" Khnor signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose menti ed in the instrument. d' ' ~/ Notary Public in and for the State of Washington Notary (Print): 2 H: \CED\Data \Forrns-T em plates\Self-Help Ha ndouts\Pla nn i ng\Master Application.doc Rev: 02/2015 PRE-APPLICATION MEETING COMMENTS FOR KHNOR SHORT PLAT PRE 15-000126 CITY OF RENTON Department of Community & Economic Development Planning Division March 19, 2015 Contact Information: Planner: Clark H. Close, 425-430-7289 Public Works Plan Reviewer: Vicki Grover, 425-430-7291 Fire Prevention Reviewer: Corey Thomas, 425-430-7024 Building Department Reviewer: Craig Burnell, 425-430-7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council}. FIRE & EMERGENCY SERVICES DEPARTMENT DATE: TO: FROM: SUBJECT: MEMORANDUM March 19, 2015 Clark Close, Associate Planner Corey Thomas, Plan Review/Inspector (Khnor Short Plat -1012 Duvall Ave NE) PRElS-000126 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There is one existing fire hydrant that can be counted toward the requirements and it does have a storz fitting. It appears there is adequate fire flow in this area. 2. The fire impact fees are applicable at the rate of $495.10 per single family unit. This fee is paid at time of building permit issuance. 3. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle with 75-psi point loading. Access is required within 150-feet of all points on the buildings. Approved apparatus turnarounds are required for dead end roads exceeding 150-feet. Cul-de-sacs type turnarounds are required for dead end streets over 300-feet long. Access as proposed does not meet code. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: March 19, 2015 TO: Clark Close, Associate Planner FROM: Vicki Grover, Plan Review SUBJECT: Khnor Short Plat 1012 Duvall Avenue NE PRE14·000126 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official City decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER The proposed development is within the City's retail water service area in the Highlands 565-zone. There is an existing 8-inch City water main (see water plan no. W-3386) ending along the south property line. There is also an existing 8-inch water main (see water plan no. W-3325) in Chelan Ave NE. The available flow rate is 1,250 gallon per minute and the static water pressure is about 55 psi at ground elevation 435 feet. King County Water District No. 90 (WO 90) currently has a 4-inch water main located within an easement along the west side of the development that is serving existing properties to the north of the development. The existing water main must be protected during the construction of roadway and utilities improvements required for the short-plat. Since the property is within the retail water service of the City of Renton, any development or redevelopment of the property must be served by through an extension of the City's water system. As such the following water main improvements will be required and as shown on the attached conceptual water layout: 1. Extension of an 8-inch water main within the new west/east access road connecting to the existing 8-inch water main {W-3325) in Chelan Ave NE. 2. Extension of an 8-inch water main within the new north/south access road connecting to the above new water main and also to the existing 8-inch water main {W-3386) south of the development and extending to the north property line. Khnor Short Plat PRElS-000126 Page 2 of 3 March 19, 2015 3. Installation of a fire hydrant within 300 feet of each lot. 4. Installation of 1-inch domestic water service to each lot. 5. The development is subject to payment of a water system development charge (SDC) fee of $3,090.00 and a water meter installation fee of $3,310.00 for each 1-inch meter. These fees, as well as any related permit fees, are collected at the time a construction permit is issued. The meters will be installed by the City. 6. Civil plans for the water main extension will be required and must be prepared by a registered professional engineer in the State of Washington. SANITARY SEWER 1. Sewer service is provided by the City of Renton. 2. Extend sewer main to the north property line along Chelan Ave NE the entire length of the pipe stem. The sewer proposed going along road A from the existing sewer in Chelan Ave NE to the east and then along the hammer head to serve the other lots is acceptable. 3. Individual side sewers are required to serve the individual lots of the proposed short plat. 4. SDC fee for sewer is based on the size of the new domestic water to serve the new home on each lot. The current sewer fee for a 1-inch meter install is $2,135.00. The site is in the Honey Creek Special Assessment District (SAD) and the fee is $250.00 per lot. SURFACE WATER 1. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City Amendments will be required. Based on the City's flow control map, this site falls within the Flow Control Standard {Forested Site Conditions). Refer to Figure 1.1.2.A-Flow chart for determining the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. Surface water BMPs must be considered. 2. A geotechnical report for the site is required. Information on the water table and soil permeability, with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. 3. Surface water system development fee is $1,350.00 for each lot. TRANSPORTATION 1. Payment of the transportation impact fee is applicable on the construction of the single family houses at the time of building permit application. The current transportation impact fee rate is $2,214.44 per single family house. The transportation impact fee that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Street lighting analysis is required to be conducted by the developer on Duvall Ave and Chelan Ave NE and required street lighting as per city standards is to be provided by the developer. Street lighting is required on the proposed internal residential street. 3. As per Complete streets RMC 4-6-060, a public residential street is required to be provided for the internal access. A residential access or a limited residential access (based on Fire Department paved access width requirement) is to be provided. Khnor Short Plat PRElS-000126 Page 3 of 3 March 19, 2015 a. A residential access street has a right of way (ROW) width of 53' with 0.5' curb, 8' planter and 5' wide sidewalk on both sides. A 6' wide parking lane is required on one side. A 20' wide paved roadway is required on a residential access street. b. A limited residential access street has a right of way (ROW) width of 45' with 0.5' curb, 8' planter and 5' wide sidewalk on both sides. A 6' wide parking lane is required an one side. A 12' wide travel lane is required on a limited residential access street. 4. The internal road must connect with the paved Chelan Ave NE and the paved Chelan Place NE located south of the subject site. 5. Chelan Ave NE, south of the site, has a 32 feet wide paved section. The subject project can extend the curb to the north end of Chelan Ave NE. A residential street requires a 0.5' wide curb, 8 feet wide planter, and a 5' wide sidewalk. The ROW dedication as per the street section is required to be provided. Street improvements are required to be built on the pipe stem. The applicant has the option of submitting a modification request for the review of the requirements on Chelan Ave NE. Please see the attached sketch. 6. The west portion of the site (including the pipe stem) is to be dedicated to the city to allow for the future connection of Chelan Ave NE. ROW width dedication of 20 feet (width of the pipe stem) is to be provided on the pipe stem portion. A ROW dedication of a minimum of 23 feet (which would be required for providing the right-of-way width of 35 feet, for half street improvements) is required for approximately 75 feet south of the common property line between 1024 Duvall Ave NE and 1058 Duvall Ave NE (south of the pipe stem portion). 7. Duvall Ave NE is a principal arterial with existing ROW width of 84 feet. As per discussion with Transportation section, a ROW dedication of 3.5 feet is required on Duvall Ave NE. A 27 feet wide paved half street (including 5' wide bike lane) with 0.5' curb, 8' wide planter, 5' wide sidewalk, and 1' maintenance area behind the sidewalk is required to be provided by the developer. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, a permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: March 19, 2015 TO: Pre-Application File No. 15-000126 FROM: Clark H, Close, Associate Planner SUBJECT: Khnor Short Plat -1012 Duvall Ave NE General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by Cty staff or made by the applicant. The applicant is encouraged to review "II applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax from the Finance Division on the first floor of City Hall oron ,t www.rentonwa.gov. Project Proposal: The subject properties are located in the Highlands Planning Area of Renton near the intersection of Duvall Ave NE and NE 10th St at 1012 Duvall Ave NE (APN 102305-9139). The applica~t is proposing to short plat a 1.32-acre parcel of vacant land into 8 single family lots. The ·.ite hil· ,,prehensive Plan Land Use of Designation of Residential Single Family (RS) and a zoning d,_ · ~1 Rn .1ential-8 (R-8) dwelling units per net acre (du/ac). The short plat is intended fo ,velopment of eight (8) new detached single-family homes. The plicant i '-cess all eight (8) lots from Chelan Ave NE via a 43-foot right-of-way follov -0 rl r· 90-foL . ,, ,g hammerhead turnaround. The drainage from the project area is pr,,posed ,e colleced :;y a new conveyance system to the existing storm system in NE 10th ,t and(: -, into •m existing pond about 150 feet west of Chelan Ave NE. \..Urn::, ,cant land. Grass lawn and underbrush mainly covers the site. ·ng_ , ... ,re, .. 1:nts: The subject property is located within the R-8 zoning .:·Jtion. The density range allowed in the R-8 zone is a minimum of 4.0 to a maximum of ·'ing uni,s ,o,,,-:. net acre. The area of public and private streets and critical areas would '~r gross site area to determine the "net" site area prior to calculating '"' iculate the proposed density of the project, any area of public road, private easernc ,.i/or critical area dedication must be known. Using the gross square footage, the 8-lot ~-oposal arrives at a gross density of approximately 6.06 du/ac (8 lots/ 1.32 acres = 6.06 du/ac). It is unclear exactly how much area would be required ta be dedicated for right-of-way; therefore, the net density of site could not be calculated. A Density Worksheet H :\CED\Planning\Cu rrent Plan n in g\PR EAPPS\15-000126 Khnor Short Plat, PRE15-000"-- Page 2 of 6 March 19, 2015 would be required at the time of formal short plat application. The applicant would be required to demonstrate compliance with the net density requirements of the zone at the time of formal application. Based an the gross density of 6.06 du/ac, the subject site would meet the minimum density requirements af the zone. On September 22, 2014, the City of Renton adopted interim zoning prior to the Comprehensive Plan update process (Ordinance No. 5724). The purpose of the interim zoning ordinance is to continue to permit new development in a manner that improves the compatibility of new development with existing development in the surrounding community and with potential changes in zoning code and to allow the City adequate time to consider and develop new zoning code regulations as well as potential rezones of some areas. Washington State law enables cities to exercise this type of zoning on a limited basis. The development standards for residential development are as follows: Interim Zoning R-8 (old standards) (current standards) Minimum Lot Area 4,500 sf for parcels greater than 1 acre. 7,000 sq. ft. 5,000 sf for parcels 1 acre or less. Minimum Lot Width 50 ft. 60 ft. Minimum Lot Width (corner lots) 60 ft. 70 ft. Minimum Lot Depth 65 ft. 90 ft. Front Setback 15 ft. 25 ft. Rear Setback 20 ft. 25 ft. I 15 ft. combined Side Setback 5 ft. with a min, of 5 ft. (per Cl-64) Side Setback (along a street) 15 ft. 25 ft. (per Cl-64) Maximum Height 30 ft. 30 ft. Maximum Building Coverage 50% 40% (including Primary and Accessory) Maximum impervious surface 75% 55% -· --~-- I Development Standards: The project would also be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" and interim zoning effective at the time of complete application (noted as R-8 standards herein). Single family residential development is permitted outright in the R-8 zone. Minimum Lot Size, Width and Depth -The current minimum lot size permitted in the R-8 zone is 7,000 square feet for all parcels. A minimum lot width of 60 feet for interior lots and 70 feet for corner lots, as well as a minimum lot depth of 90 feet, is also required. The applicant would be required ta demonstrate camp/lance with lat size, width and depth of the zone at the time of formal application. Building Standards -R~8 zone allows a maximum building coverage of 40%. The maximum impervious coverage in the R-8 zone is 55%. Building height is restricted to 30 feet from existing grade. Detached non-residential accessory structures must remain below a height of 15 feet. The gross floor area of accessory structures must be less than that of the primary structure. H ·\CED\Planning\Current Planning\PREAPPS\15-000126 Khnor Short Plat, PRElS-000126 Page 3 of 6 March 19, 2015 Accessory structures are also included in building lot coverage calculations. The proposal's compliance with the building standards would be verified at the time of building permit review for the new residences. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The current required setbacks in the R-8 zone are 25 feet in front for the primary structure, 25 feet in the rear, 15 feet combined with a minimum of 5 feet for interior side yards, and 25 feet on side yards along streets. Setbacks would be vested at time of complete Short Plat application submittal. The setbacks for the new residences would be reviewed at the time of building permit. Residential Design and Open Space Standards: All new dwelling units in the Residential Eight Dwelling Units per Acre (R-8) zone are subject to the Residential Design and Open Space Standards outlined in RMC 4-2-115. The proposal's compliance with the residential design standards would be verified at the time of building permit review for the new residences to be located on all new lots. Lot Configuration -One of the following is required: 1. Lot width variation of 10 feet (10') minimum of one per four (4) abutting street-fronting lots, or 2. Minimum of four (4) lot sizes {minimum of 400 gross square feet size difference), or 3. A front yard setback variation of at least five feet (5') minimum for at least every four {4) abutting street fronting lots. Based on the submitted application Jot configuration standard #1 above has been met. Garages -The visual impact of garages shall be minimized, while porches and front doors shall be the emphasis of the front of the home. Garages shall be located in a manner that minimizes the presence of the garages and shall not be located at the end of view corridors. Alleyway access is encouraged. If used, shared garages shall be within an acceptable walking distance to the housing unit it is intended to serve. Primary Entry-Entrances to homes shall be a focal point and allow space for social interaction. Front doors shall face the street and be on the fa,ade closest to the street. When a home is located on a corner lot (i.e., at the intersection of two roads or the intersection of a road and a common space), a feature like a wraparound porch shall be used to reduce the perceived scale of the house and engage the street or open space on both sides. Facade Modulation -Buildings shall not have monotonous fa,ades along public areas. Dwellings shall include articulation along public frontages; the articulation may include the connection of an open porch to the building, a dormer facing the street, or a well-defined entry element. Windows and Doors -Windows and front doors shall serve as an integral part of the character of the home. Primary windows shall be proportioned vertically rather than horizontally. Vertical windows may be combined together to create a larger window area. Front doors shall be a focal point of the dwelling and be in scale with the home. All doors shall be of the same character as the home. Scale. Bulk. and Character -A diverse streetscape shall be provided by using elevations and models that demonstrate a variety of floor plans, home sizes, and character. Neighborhoods shall have a variety of home sizes and character. H: \ CEO\Pla n n i ng\Cu rre nt Pia nni ng\PR EAP PS\15-00D12 6 Khnor Short Plat, PRE15-000iw Page 4 of 6 March 19, 2015 Roofs -Roofs shall represent a variety of forms and profiles that add character and relief to the landscape of the neighborhood. The use of bright colors, as well as roofing that is made of material like gravel and/or reflective material, is discouraged. Eaves -Eaves should be detailed and proportioned to complement the architectural style of the home. Architectural Detailing -Architectural detail shall be provided that is appropriate to the architectural character of the home. Detailing like trim, columns, and/or corner boards shall reflect the architectural character of the house. Materials and Color -A diversity of materials and color shall be used on homes throughout the community. A variety of materials that are appropriate to the architectural character of the neighborhood shall be used. A diverse palette of colors shall be used to reduce monotony of color or tone. Access/Parking: Vehicular access to the proposed new lots is proposed from Chelan Ave NE. Residential access improvements include extending Chelan Pl NE (a 20-foot right-of-way road) to the north property line and completing a limited residential access road {45-foot right-of-way width in order to meet the City's complete street standards requirements) between Chelan Pl NE and Chelan Ave NE. Two off-street parking spaces are required for each primary residence. The maximum width of single loaded garage driveways shall not exceed nine feet (9') and double loaded garage driveways shall not exceed sixteen feet (16'). Driveways: The project site is generally flat with runoff flows from northeast corner of the property to the southwest corner of the property with an average slope of about 6.0%. Driveways exceeding 8% must provide slotted drains at the lower end of the driveway. The maximum grade for the shared driveway shall not exceed fifteen percent (15%). Landscaping and Open Space: Ten feet (10') of onsite landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways according to the landscaping standards of RMC 4-4-070F. Such landscaping shall include a mixture of trees, shrubs, and groundcover as approved by the Department of Community and Economic Development. Minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4·6·060. Street trees and, at a minimum, groundcover are to be located in this area when present. Street tree spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator of the Department of Community and Economic Development or designee. Broad leaf trees planted in residential zones must be a minimum of one and one-half inches {1.5") in diameter (dbh). Conifer trees at the time of planting must be fully branched and a minimum of six feet {6') in height. A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professional. The plan shall Include, but is not limited to, the minimum 10-foot onsite landscaping strip and street trees within the planting strip of each lot. H c\Cf DIP la nn ing\Cu rre nt P lanning\P R EAPPS\15-000126 Khn or Short Plat, PRElS-000126 Page5cf6 March 191 2015 Significant Tree Retention: If significant trees (greater than 6-inch caliper) are proposed to be removed, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30% of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. The Administrator may authorize the planting of replacement trees on the site if it can be demonstrated to the Administrator's sotisfoction that an insufficient number of trees can be retained. In addition to retaining 30% of existing significant trees, each new lot would be required to provide a minimum tree density of 2 trees per 5,000 square feet (or the gross equivalent of caliper inches provided by one or more trees) of lot area onsite. Protected trees that do not contribute to a lot's required minimum tree density shall be held in perpetuity within a tree protection tract. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than 20%; significant trees adjacent to critical areas and their associated buffers; and significant trees over 60' in height or greater than 18" caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and other significant non-native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. See recently adopted Ordinance 5748 for details. A formal tree retention pion would be reviewed at the time a/Short Plot application. Fences/Walls: If the applicant intends to insta II any fences or retaining walls as part of this project, the location must be designated on the landscape plan or grading plan. A fence and/or wall detail should also be included on the plan as well. A fence taller than six feet (6') shall require a building permit or an explicit exemption from the Building Official. A retaining wall that is four feet (4') or taller, as measured by the vertical distance from the bottom of the footing to the finish grade at the top of the wall requires a building permit. A fence shall not be constructed on top of a retaining wall unless the total combined height of the retaining wall and the fence does not exceed the allowed height of a standalone fence. For more information a bout fences and retaining walls see RMC 4-4-040. Critical Areas: The City of Renton maps does not indicate that regulated critical areas are located on the site. It is the applicant's responsibility to ascertain whether critical areas or environmental concerns are present on the site during site development or building construction. Environmental Review: Except when located in sensitive areas (such as wetlands) or lands covered by water, short plats of nine or fewer lots are categorically exempt from Environmental (SE PA) Review. Permit Requirements: The proposal would require approval of an administrative short plat and Environmental (SEPA) Review. The administrative short plat request would be reviewed within an estimated time frame of six to eight weeks. The Short Plat application fee is $2,000.00 H :\CE D\Pla n n i ng\Cu rre nt P Ianni ng\PREA PPS\15-000126 Khnor Short Plat, PRElS-000.," Page 6 of 6 March 19, 2015 ($2,000.00 plus 3% Technology Surcharge Fee). Detailed information regarding the land use application submittal is provided in the attached handouts. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Short Plat approval is obtained, the applicant must complete the required improvements and dedications, as well as satisfy any conditions of the preliminary approval before submitting for Final Short Plat review. Once final approval is received, the plat may be recorded. The newly created lots may only be sold after the plat has been recorded. Fees: In addition to the applicable building and construction fees, the following impact fees would be required prior to the building permit issuance (these fees may change from year-to- year): • Transportation Impact Fee based on $2,214.44 per each new single family residence; • Parks Impact Fee based on $1,441.29 per each new single family residence; • Fire Impact fee of $495.10 per each new single family residence; and • Renton School District Impact Fee based on $5,541.00 per each new single family residence. A handout listing Renton's development-related fees is available on the City of Renton website for your review. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call Clark H. Close, Associate Planner at 425-430-7289 for an appointment. Expiration: Upon approval, the short plat is valid for two years with a possible one-year extension. H: \CE D\P la n n ing\Cu rren t P la nn i ng\PR EAP PS\15-000126 I \ ,,11,1. 1,:c,c 11"1,i ,:.~<1!,,., '';Z~~'. ~i)'I ~ I ·-----\~. - ____ t __ 1: ' "• ChFl_Aa-J i'.·:; h i i -i ' ' '. L. ·----..J J 1 i '' ' ' 1,: . ' i 'I, ... __ . ____ J_~ "' _, ' ' ''' '' 1, ' ' ' .. 1. L------' I j::!'.1 ''' s • '. ' ______ .. [JUc'J..U. f:..'1lc.h•UC t-1 r::.. . ----·------·----~--------------"·--- --~r:r::--.. --- ~ I l(HNO.'< SHORT Pl.AT l fiLC·C ;i .'{/ ';' ! .!.<, (.• 1-~!.::'i-' ,. a u ·" -,:::: 0 2, ::c ~! 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H "' ,. :z ::c ~ a )> 0 Co 0 2 l,,) " -a .c l' -< ~ ~ ,' " •c f: ~ "t1 ~~ I Le r "' -..;_;. > ·., ! z ,, .- I""' ~ > ~ ~~ " m -t C '" m $: " Cny of Renton COR Maps 1012 D uvall Ave NE fj 102 0 51 102 Feet WOS _ 19B 4 _ Web_Mercator_AuXJiiary Sphere CityofRe·rrton ·<· Finance & IT Di vision C ity and County Boundary 0 1her C ity cf Renton Addresses Parcels 1st Floor 1st Floor 2nd F loor 1st Floor R ·4 Residential 4 du/ac R-6 Residen11al 8 du/ac RMH Ros'dential Manufactured Homes R-10 ~esidcnlia,t 10 du/ar.: R 14 Re stdcnlia.: 14 du/ac RM-F Resiuee\ial M ult/-Fami/y RM ·T Reside 11tjal Mulli-fami1y TradiliJrm: RM -U Rt!sideritial M ulli-Famr.y Urban Cen~er CV Gen1er Village .-~~~~~~~~~~~~·~~~--~~~~~~~~~~~~~~~~~~~~~~~~----, Information Technol ogy -GIS r 1,f;"\ri:~l~d ~l:Jhc oulpw rmm ~m 1nlcmcl m~1i p1r1g :.Jlr: :.;11.J F, lcr r(ii;:rcr,cu on ly Uo t..i li-!'f~Jr-:, l h~t "3p pear iJn this nl,Jp rn:1y w,, lll.JY ·1v! he Rento nMapSuppari:@Renionwa.gov ·JL.Lur all? cur•,:nl. or o.t,nrn,:-ie r "3!1.:,lJie 3/19/2015 THIS MAP IS N OT TO BE U SED FO H NAVIGATION DEPARTMENT OF COMMu,.JITY AND ECONOMIC DEVELOPMENT -------Renton® WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report• Biological Assessment 4 (M-(,, Calculations 1 Colored Maps for Display 4 Construction Mitigation Description 2AN0, Deed of Right-of-Way Dedication 1 Density Worksheet 4 Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural aAND4 Environmental Checklist 4 (A,f-G- Existing Covenants (Recorded Copy) lAND4 Existing Easements (Recorded Copy) 1AND4 Flood Hazard Data 4 ~ Floor Plans 3ANo, Geotechnical Report 2AN0, Grading Elevations & Plan, Conceptual 2 Grading Elevations & Plan, Detailed 2 Habitat Data Report, {A£,- Improvement Deferral 2 Irrigation Plan• DATE: I / tf / 16 1 H :\CED\Data \Forms-T emplates\Self-Hel p Ha ndouts\P la nn i ng\ Waive rsubm ittalreqs.docx COMMENTS: Rev: 08/2015 LAND USE PERMIT SUBMITIAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: King County Assessor's Map Indicating Site 4 Landscape Plan, Conceptual, Landscape Plan, Detailed, Legal Description 4 Letter of Understanding of Geological Risk 4 (A-t-- Map of Existing Site Conditions, Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Pian Reductions (PMTs) 4 Post Office Approval 2 Plat Name Reservation 4 Plat Plan, Preapplication Meeting Summary• Public Works Approval Letter, Rehabilitation Plan 4 Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan >•No, Stream or Lake Study, Standard 4 (At,:_.. Stream or Lake Study, Supplemental 4 Stream or Lake Mitigation Plan, Street Profiles, Title Report or Plat Certificate 1 AND, Topography Map, Traffic Study 2 Tree Cutting/Land Clearing Plan, Urban Design Regulations Analysis, Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 2 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Waiversubmittalreqs.docx Rev:08/2015 LAND USE PERMIT SUBMITIAL REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites, AND, Lease Agreement, Draft, AND, Map of Existing Site Conditions, AND, Map of View Area , AND, Photosimulations ,ANoa This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning WAIVED MODIFIED BY: BY: {At:.,- 3 H :\CED\Data \forms-Te m plates\Self-Help Ha ndouts\P lann i ng\ Wa iversu bmitta lreqs. docx COMMENTS: Rev:08/2015 PROJECT NARRATIVE BOUN PRELIMINARY SHORT PLAT Prepared by Barghausen Consulting Engineers, Inc. February 18, 2016 BCE Job No. 17625 SITE DESCRIPTION: The Boun Short Plat is located north of N.E. 1oth Street between partially developed Chelan Avenue N.E. to the west and Duvall Avenue to the east. The subject property is undeveloped except for a small building in the northern portion of the site. The vegetation of the site consists of a few trees and underbrush, including blackberry bushes, grasses, and shrubs. The site is generally rectangular and has a panhandle that extends to the north. Fronting streets include Duvall Avenue N.E. and Chelan Avenue N.E. (when extended). A public alley has been stubbed to the south property line by neighboring development. The topography of the site is moderate with gentle downward slopes to the west and southwest. PROJECT DESCRIPTION: The project will develop the site with seven (7) lots to be developed with single-family homes with alley access as is preferred in the R-8 zone. The appearance of the project will be contemporaneous with the adjoining development. The density of the project is consistent with current zoning regulations for density. Each lot will contain a three-bedroom home and have two garage parking spaces. Bicycle parking will be provided in each garage. The project will provide an on-site stormwater detention and water quality vault in Tract A. Tract A will also contain a temporary 20-foot-wide access easement to mitigate for the dead-end alley and Chelan Avenue N.E. until those roadways are extended in the future to connect with N.E. 12th Street to the north. All surrounding properties are developed with single-family detached homes. All abutting and nearby properties are zoned R-8 and are either already developed to maximum density or could be developed in the future as short plats or a formal subdivision if multiple properties are combined. ACCESS: The site fronts two existing public streets: Duvall Avenue N.E. and Chelan Avenue N.E. The proposed lots will have garage access via an extension of the existing alley to the south, which was named Chelan Place N.E. by the Duvall Short Plat (LUA06-031). Because the alley will dead-end temporarily at the north property line until future development extends the alley, a 20-foot-wide temporary access easement is provided across Tract A for emergency and service vehicles to access, exit, and/or turn around. It is expected that over time Chelan Avenue N.E. and the alley will continue to be extended north by future development until they connect with N.E. 12th Street. At such time that future extensions of Chelan Avenue N.E. and the alley render the access easement across Tract A unnecessary, it may be removed by the future Homeowners' Association (HOA) of the Boun Short Plat with the approval of the City of Renton. STORMWATER: The project will provide an on-site stormwater detention and water quality vault in Tract A. The vault will be designed per the 2009 King County Surface Water Design Manual for forested conditions. Stormwater BMPs are listed in the Drainage Report as required. Tract A will be landscaped as feasible so it can be used for internal open/recreation space. UTILITIES: Water and sewer utilities are available and stubbed to the property in Chelan Avenue N.E. and in the alley (Chelan Place N.E.). Water and sewer will be extended into the site and connected between Chelan Avenue N.E. and the alley as required. The project will protect and preserve the 4-inch water main that exists along the west property line owned by Water District 90. -1 -17625.001.doc REQUIRED NARRATIVE ITEMS PROJECT NAME, SIZE, AND LOCATION OF SITE • Project Name: Baun Short Plat • Gross Site Area: 1.32 acres • Location: Between Chelan Avenue N.E. and Duvall Avenue S.E., north of N.E. 10th Street. LAND USE PERMITS REQUIRED FOR PROPOSED PROJECT • Preliminary Short Plat • Site Plan Review ZONING DESIGNATION OF THE SITE AND ADJACENT PROPERTIES • Site: R-8 • Adjacent Properties: R-8 CURRENT USE OF THE SITE AND ANY EXISTING IMPROVEMENTS The site contains one small building that will be removed. The site also is fenced around portions of the perimeter. SPECIAL SITE FEATURES (I.E. WETLANDS, WATER BODIES, STEEP SLOPES) The site does not contain any wetlands or critical areas. STATEMENT ADDRESSING SOIL TYPE AND DRAINAGE CONDITIONS The soils on the site consist of Alderwood Gravelly Sandy Loam (AgC). Drainage from the site currently sheet flows to the southwest into the existing drainage conveyance system in Chelan Avenue N.E. A portion of the site may also sheet flow to the north. PROPOSED USE OF THE PROPERTY AND SCOPE OF THE PROPOSED DEVELOPMENT The project will develop the site with seven (7) lots to be developed with single-family homes with alley access as is preferred in the R-8 zone. The appearance of the project will be contemporaneous with the adjoining development. The density of the project is consistent with current zoning regulations for density. Each lot will contain a three-bedroom home and have two garage parking spaces. Bicycle parking will be provided in each garage. The project will provide an on-site stormwater detention and water quality vault in Tract A. Tract A will also contain a temporary 20-foot-wide access easement to mitigate for the dead-end alley and Chelan Avenue N.E. until those roadways are extended in the future to connect with N.E. 12th Street to the north. All surrounding properties are developed with single-family detached homes. All abutting and nearby properties are zoned R-8 and are either already developed to maximum density or could be developed in the future as short plats or a formal subdivision if multiple properties are combined. -2 -17625.001.doc FOR PLATS INDICATE THE PROPOSED NUMBER, NET DENSITY, AND RANGE OF SIZES (NET LOT AREA) OF THE NEW LOTS The project will contain seven (7) fee simple lots. The lots range in area from 5,000 square feet to 6,453 square feet, with an average area of 5,782 square feet. The net lot area is 1.12 acres (48,852 square feet). Net density of the project is 6.25 dwelling units per acre (du/acre). Each lot will contain a minimum of 250 square feet of private open space in their rear yards. ACCESS The site fronts two existing public streets: Duvall Avenue N.E. and Chelan Avenue N.E. The proposed lots will have garage access via an extension of the existing alley to the south, which was named Chelan Place N.E. by the Duvall Short Plat (LUA06-031). Because the alley will dead-end temporarily at the north property line until future development extends the alley, a 20-foot-wide temporary access easement is provided across Tract A for emergency vehicles to access and/or turn around. At such time that future extensions of the alley render the access easement across Tract A unnecessary, ii may be removed by the future HOA of the Baun Short Plat with the approval of the City of Renton. PROPOSED OFF-SITE IMPROVEMENTS (I.E., INSTALLATION OF SIDEWALKS, FIRE HYDRANTS, SEWER MAIN, ETC.) Off-site improvements are not needed for the project. All utilities are either stubbed to the site or mains exist on the site. Road improvements will be completed on Duvall Avenue N.E. and Chelan Avenue N.E. consisting of new pavement, curb, gutter, sidewalk, and a planter strip with street trees and street lighting. TOTAL ESTIMATED CONSTRUCTION COST AND ESTIMATED FAIR MARKET VALUE OF THE PROPOSED PROJECT The estimated construction cost is $150,000 and the estimated fair market value is expected to be $400,000. ESTIMATED QUANTITIES AND TYPE OF MATERIALS INVOLVED IF ANY FILL OR EXCAVATION IS PROPOSED The project expects 1,500 cubic yards of cut and 2,000 cubic yards of fill. Most of the cut will be used as fill. Approximately 500 cubic yards of fill material will be imported for the project from an approved fill source. At this time, the source of fill material is unknown; that information will be provided as required as part of the grading and construction permit process. NUMBER, TYPE AND SIZE OF ANY TREES TO BE REMOVED The site contains seven (7) significant trees. The project will remove seven (7) evergreen and deciduous trees in the development area (see the Preliminary Tree ReplacemenVLandscaping Plan). The project will replant seven (7) trees to achieve the required tree density. Tree replanting is proposed to occur on the lots. EXPLANATION OF ANY LAND TO BE DEDICATED TO THE CITY Right-of-way will be dedicated to City of Renton upon the recording of the final short plat for Chelan Avenue N.E. (Residential Access Street), Chelan Place N.E. (Alley), and Duvall Avenue N.E. (Primary Arterial). The project will dedicate 3.5 feet of right-of-way for Duvall Avenue NE. A variable width right-of-way will be dedicated for Chelan Avenue NE. A 20-foot right-of-way will be dedicated for the public alley. -3 -17625.001.doc ANY PROPOSED JOB SHACKS, SALES TRAILERS, AND/OR MODEL HOMES A job shack will be placed on at the south end of the site. Model homes are not currently anticipated; however, one (1) model home may be created. . 4. 17625.001.doc Construction Mitigation Description for Boun Short Plat The proposed plat of Boun Short Plat will involve clearing and grading for the construction of new road improvements, installation of utilities, and other land disturbance activities. The following is a summary of how these activities are expected to be carried out and managed to minimize impacts and comply with applicable rules and regulations during this phase of the project: • Anticipated Construction Schedule: Clearing and grading is likely to begin in summer 2016 assuming the entitlements and permits are approved. The bulk of the work should be completed in fall 2016. Based on this schedule, we expect that the plat could be ready for recording in winter 2017, with home building to commence after the plat is recorded. Model home construction may commence prior to recording as allowed by the City of Renton. • Hours and Days of Operation: The typical hours of operation for construction will be from 7 a.m. to 6 p.m. during the winter months. During the summer months, construction will begin at 7 a.m. and may extend to 7 p.m. (pending approval from the City of Renton). The typical work week will be Monday through Friday. Construction work may also take place on Saturday, as normally allowed by the City of Renton, especially during the dry season (April to October) in order to expedite completion of the project during the dry season. • Proposed Hauling/Transportation Routes: The haul route for importing or exporting materials to and from the site will be determined after coordination with the City of Renton Inspector prior to the start of construction. However, we would anticipate that the haul route would include Chelan Avenue N.E. to N.E. 10th Street then north or south on N.E. Duvall Avenue depending on the location where the contractor decides where to receive/export materials. • Measures to be Implemented to Minimize Dust, Traffic and Transportation Impacts, Erosion, Mud, Noise, and other Noxious Characteristics: All temporary erosion and sedimentation control measures required by the City of Renton and other agencies will be implemented and maintained (e.g., rock construction entrance, silt fencing, temporary sediment pond, straw mulching and hydro seeding). Also, as required by DOE, a Certified Erosion Control Lead will be assigned to the project and all erosion BMPs will be implemented and maintained as required by the NPDES Permit for the duration of the project. Watering will be implemented as necessary to control dust during the summer months and all construction equipment will be equipped with appropriate mufflers to comply with local noise ordinances. • Any Special Hours Proposed for Construction or Hauling (i.e., weekends, late nights): If it is determined that additional hours are needed to complete the construction, the contractor will coordinate with the City of Renton to obtain approval for such extended hours . • 1 -17625.006.doc • Preliminary Traffic Control Plan: A Preliminary Traffic Control Plan has not been prepared at this time. Once the haul route(s) has (have) been approved by the City Public Works Department, a traffic control plan will be prepared in accordance with the City Road Standards. Frontage improvements will be limited to constructing curb, gutter, planter, and sidewalk on N.E. Duvall Avenue and Chelan Avenue N.E. where shoulder closures will be implemented. -2 -17625.006.doc DEPARTMENT OF C .. MUNITY AND ECONOMIC DEVELOPMENT DENSITY WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property 57 656 square feet -~~~-- 2. Deductions: Certain areas are excluded from density calculations. These include: Public Streets* 5 800 square feet Private access easements* 3 034 square feet Critical Areas** 0 square feet Total excluded area: 8 834 square feet 3. Subtract line 2 (total excluded area) from line l for net area 48 852 square feet 4. Divide line 3 by 43,560 for net acreage 1.12 acres 5. Number of dwelling units or lots planned 7 units/lots 6. Divide line 5 by line 4 for net density 6.25 = dwelling units/acre *Alleys (public or private) do not have to be excluded. **Critical Areas are defined as nAreas determined by the City to be not suitable for development and which are subject ta the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands, or floodways." Critical Areas buffers are not deducted/excluded. 1 H :\CED\Data\Forms-Tem plates\Self-Help Ha ndouts\Plan ning\density.doc Rev:02/2015 DEPARTMENT OF COMM_ .. ITY AND ECONOMIC DEVELOPMENT TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Total number of trees over 6" diameter1, or alder or cottonwood trees at least 8" in diameter on project site 2. 3. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas 3 and buffers Total number of excluded trees: Subtract line 2 from line 1: 7 0 2 0 3 4 4. Next, to determine the number of trees that must be retained 4 , multiply line 3 by: 5. 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4 : 4 X 0.3 = 1.2 0 ------- trees trees trees trees trees trees trees trees trees 6. Subtract line 5 from line 4 for trees to be replaced: {if line 6 is zero or less, stop here. No replacement trees are required) 1.2 trees --='---- 7. Multiply line 6 by 12" for number of required replacement inches: 14.4 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6: (If remainder is .5 or greater, round up to the next whole number) 7 trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.l.e.{ii) for prohibited types of replacement trees. 1 H: \CED\Data \Farms-Temp lates\Self-Hel p Han douts\Pla n ni ng\ Tree Retention Worksheet. docx 03/2015 ... Greenforestlncorporated October 14, 2015 Kent Khnor 26721106'h Ave SW Kent WA 98030 RE: Arborist Report, Boun Short Plat, Parcel No. 1023059139 You contracted my services as a consulting arborist. My assignment is to: 1. Inspect and inventory 5 significant trees as shown on preliminary tree retention plan. 2. Confirm significant tree quantity on site. 3. Record tree species, diameter, dripline and visible defects. 4. Assess tree health and structure. 5. Prepare a written report of findings. I received a preliminary tree retention plan from Ivana Halvorsen, of Barghausen Consulting Engineers, Inc., locating 5 significant trees. I visited the site 10/6/15 and performed a field inspection. The site is flat and covered mostly in unmanaged brambles. I inspected the 5 surveyed trees plus an additional 2 trees of significant size, which are the subject of this report. Six of the 7 trees are Douglas-fir, and range in size from 6 to 30 inches DBH. The seventh tree is a red alder. TREE INSPECTION-Tree Health, Condition and Viability I marked each tree with 1" x 3.5" aluminum tag indicating tree number. I visually inspected each tree from the ground and rated both tree health and structure. A tree's structure is distinct from its health. This inspection identifies what is visible with both. Structure is the way the tree is put together or constructed, and identifying obvious defects can be helpful in determining if a tree is predisposed to failure. Tree health assesses disease, insect infestation and old age. No invasive procedures were performed on any trees. The results of this inspection are based on what was visible at the time of the inspection. 4547 South Lucile Street, Seattle, WA 98118 Tel. 206-723-0656 • Kent Khnor RE: Arborist Report, Boun Short Plat, Parcel No. 1023059139 October 14, 2015 Page 2 of 7 The table below summarizes my inspection results and provides the following information for each tree: Tree number as shown on tag in the field. Tree Species Common name. DBH Stem diameter in inches measured 4.5 feet from the ground. Dripline Average branch extension from the trunk as radius in feet. Tree Class Tree, Significant: A tree with a caliper of at least six inches (6"}, or an alder or cottonwood tree with a caliper of at least eight inches (8"). Tree, Landmark: A tree with a caliper of thirty inches (30") or greater. Tree Status Indicates iftree will be saved or removed. Dangerous, Dead Or Viable? Tree, Dangerous: Any tree that has been certified as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and for healthy trees, a determination by the arborist whether the tree is viable for retention. Visible defects Obvious structural defects or diseases visible at time of inspection. One tree has been injured repeatedly with a hatchet. Its trunk is wounded and it is the only tree not viable for retention. A couple dozen red alders are growing along the east side of the site, though only 1 is of significant size. --l 0 0 n --< "' "' "' <oo , "' :,, -, 11) cu ~ iij" (D ID 11) cu 11) < cu 11) :r: ~ ~ n, 3 n, ~ er cu ::, 0 C -C."" z Species ::, < 0~ ~o~ Visible Defects !" 11) 11) , , 0 C -~ Hatchet injury on trunk; 1 Douglas-fir 201 ' 14' Significant Remove Dangerous sequoia pitch moth infestation. 2 Douglas-fir 16" 12' Significant Remove Viable 3 Douglas-fir 12" 16' Significant Remove Viable 4 Douglas-fir 3011 18' Landmark Remove Viable 5 Douglas-fir 28 1 ' 16' Significant Remove Viable 6 Douglas-fir 6" 6' Significant Remove Viable 7 Red alder 9" 12' Significant Remove Viable Greenforest @ Registered Consulting Arborist Kent Khnor RE: Arborist Report, Baun Short Plat, Parcel No. 1023059139 October 14, 2015 Page 3 of 7 Minimum Tree Density For detached single-family development, two (2) significant trees are required for every five thousand (S,000) sq. h. of lot area, or the gross equivalent of caliper inches provided by one (1) or more retained tree. Since no trees are retained, supplemental trees are necessary to meet the minimum tree density requirement. The following table lists the proposed 7 lots by number, size (SF), minimum significant tree requirement, new trees proposed for each Lot, retained trees on each Lot, and compliance with the minimum tree density requirement. Fifteen supplemental trees are required for compliance. Min. Significant New Retained Lot Size (SF) Trees Required Trees' Trees Compliant 1 5002 2 2 0 Yes 2 5741 2 2 0 Yes 3 5890 2 2 0 Yes 4 6075 2 2 0 Yes 5 5658 2 2 0 Yes 6 5657 2 2 0 Yes 7 6453 3 3 0 Yes The project landscape architect shall address location, species, planting and maintenance specifications for supplemental trees under separate cover. The smaller Doug-firs and alder trees proposed for removal stand alone on this parcel (1, 2, 3, 6, 7,). Only smaller trees and brambles surround them. There are no nearby trees that will remain, either on this site or on adjoining parcels that could be impacted by their removal. The two trees within the right-of-way are edge trees (4, 5), and have been pruned heavily because of adjacent overhead power lines. East of these two trees is a stand of other mature Douglas-fir on the adjoining parcels. Although all these trees are in a contiguous canopy group, they have sufficient spacing to allow good trunk taper and moderate live crown ratios. Further, mature trees across the street to the west will continue to provide wind buffer. The impact to adjacent trees will be negligible to minor from the removal of the two ROW trees. 1 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6 1 ) tall, shall be planted. Greenforest @ Registered Consulting Arborist ' Kent Khnor RE: Arborist Report, Boun Short Plat, Parcel No. 1023059139 October 14, 2015 Page 4 of 7 Thank you for your business. Please let me know if you have any questions. Sincerely, Forest')JJ_ y Favero G:ta~ Favero Greenforest ISA Certified Arborist # PN -0143A ASCA Registered Consulting Arborist • #379 ISA Tree Risk Assessment Qualified Attachments: Digitally signed by Favero Greenforest DN: cn=Favero Greenforest, o, ou, email=greenforestinc@mindspring.com, c=US Date: 2015.10.1413:31:33-07'00' 1. Assumptions and Limiting Conditions 2. Color Images of Site 3. Site Plan Greenforest @ Registered Consulting Arborist Kent Khnor RE: Arborist Report, Baun Short Plat, Parcel No. 1023059139 October 14, 2015 Page 5 of 7 Attachment No. 1-Assumptions & Limiting Conditions 1) A field examination of the site was made 10/6/15. My observations and conclusions are as of that date. 2) Care has been taken to obtain all information from reliable sources. All data has been verified insofar as possible; however, the consultant/arborist can neither guarantee nor be responsible for the accuracy of information provided by others. 3) The consultant/appraiser shall not be required to give testimony or to attend court by reason of this report unless subsequent contractual arrangements are made. 4) Loss or alteration of any part of this report invalidates the entire report. 5) Unless required by law otherwise, possession of this report or a copy thereof does not imply right of publication or use for any purpose by any other than the person to whom it is addressed, without the prior expressed written or verbal consent of the consultant/appraiser. 6) This report and any values/opinions expressed herein represent the opinion of the consultant/appraiser, and the consultant's/appraiser's fee is in no way contingent upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. 7) Construction activities can impact trees in unpredictable ways. All retained trees should be inspected at the competition of construction, and regularly thereafter as part of ongoing maintenance. Greenforest @ Registered Consulting Arborist Kent Khnor \ RE : Arborist Report, Boun Short Plat, Parcel No. 1023059139 October 14, 2015 Page 6 of 7 Attachment No. 2 - Color Images of Site Greenforest @ Registered Consulting Arborist ' .LVIcl .LllOHS Nfl08 :IO NV1d NOUN3!31:1 331:U. Al:Mlllt'il"l3l::ld ' '-1 '1/. ,- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 'b I <Jo, I ~I \"'-I "'llll I I <?z~ I I \ I I L ,· '-- 0 ' • '- \ 9l;86-SIL (90l;) OC086 VM 'lN3)1 3S 3A V HJ.9<l -li:L9l; l:IONH)l lN3)1 ~ §ii~ ~ ~ ii •• ~ ! -• • § ""' ~ I i ~ ~ ~ 1-r • • i i § • • • l § § -~ I § _.,. ,,, ... 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I ""' "f 3N Id NY13HO I \ " -,- ___________ J __ '\ 'q. ~---------------- October 12, 2015 PanGEO Project No. 07-107.200 Mr. Kent Khnor 26721 106th Avenue Kent, WA 98030 Subject: GEOTECHNICAL REPORT Proposed Boon-Phany Short Plat Chelan Avenue NE near NE 10•h Street Renton, Washington Dear Mr. Khnor, PanGE@ I N C O R P O R A T S D Geoter:hn:cai & E:::.arthquake Engineenng Consuhants As requested, PanGEO has completed a geotechnical engineering study for the proposed Boon- Phany short plat planned just north of the intersection of Chelan Avenue NE and NE 101h Street in Renton, Washington. This study was performed in accordance with our mutually agreed scope of work outlined in our proposal dated September 25, 2015. The proposal was subsequently approved by you on September 29, 2015. PanGEO previously completed a geotechnical report for the project site in 2007. Our current scope of work includes reviewing our previous report, conducting a site reconnaissance to confirm the site conditions remain unchanged, and updating the report. SITE AND PROJECT DESCRIPTION The project site is located on the east side of Chelan Avenue NE approximately 170 feet north of the intersection of Chelan Avenue NE and NE 10th Street in Renton, Washington (see Figure 1, Vicinity Map). Review of a preliminary site plan indicates that the vacant 1.32-acre, rectangular site extends approximately 200 feet in a north-south direction and approximately 285 feet in an east-west direction. The site is currently bound to the north by single-family houses and a grass lot, to the south by newly developed 2-story single family residences accessed by Chelan Place NE, to the east by Duvall Avenue NE, and to the west by Chelan Avenue NE which dead ends 3213 Fa~t]akc A\'L:nui: F Stl'. H Si:attlc. \VA ()lo; 102 rl,1: (2oei·, 2h2-u:-;o Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 near the northwest corner of the property. The Chelan Avenue NE right-of-way was being was being developed at the time of our field exploration in July, 2007. The northern-central portion of the site is currently occupied by a small shed that will be razed prior to redeveloping the site. The site is primarily vegetated with tall grass, miscellaneous trees and shrubs, and localized areas of blackberry brambles. Based on the topographic survey provided for our review (see Figure 2), much of the site is relatively level except for the approximately southwestern quarter of the site. In general, the southwestern quarter of the site descends to the southwest at gradients in the estimated range of 8 to IO percent. Overall, there is an approximate elevation difference of 5 feet between the northeastern and southwestern site comers. Due to the relatively level site topography, we anticipate the new buildings will be constructed at or near existing grades. Cuts and fills in the southwestern quarter of the site may be on the order of 2 to 4 feet. As currently planned, the proposed development will create eight single-family residential lots, a storrnwater drainage tract, and associated asphalt-paved access roads. We anticipate the buildings will be oflightly loaded wood frame construction with a combination of wood joist and slab-on-grade floors. An east-west trending storrnwater drainage tract is planned along the approximately west half of the south property line. We understand that a detention vault may be utilized for storrnwater/surfacewater management. Depending on the location and size of the vault, temporary excavations to reach construction elevations may extend off-site to the south and west. As such, it may be necessary to obtain temporary construction easements from the respective neighbor. SUBSURFACE EXPLORATIONS Five test pits (TP-1 to TP-5) were previously excavated on the subject property in 2007. The approximate test pit locations are indicated on Figure 2. A PanGEO geologist was present throughout the field exploration to observe the test pit excavation, to assist in sampling, and to prepare descriptive logs of the explorations. The test pits were excavated on July 23, 2007, using a Cat 330 tracked excavator owned and operated by Northwest Excavating of Mill Creek, WA. The test pits were excavated to depths ranging from 8 to 12 feet below the existing ground surface. The relative density and consistency of the underlying soil was estimated based on probing the walls of the excavation and the difficulty of completing the excavations. The soils 07-I07.200 Chelan Ave. Short Plat, Renton Page2 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report-Proposed Boon-Phany Short Plat October 12, 2015 observed in the test pits were classified in the field, and a summary of the subsurface conditions is presented in Appendix A of this report. SITE GEOLOGY AND SUBSURFACE CONDITIONS Review of the geologic map of the Renton Quadrangle (Mullineaux, 1965) indicated the subject site and its vicinity are underlain by ground moraine deposits (Map Unit Qgt), also known as glacial till. Glacial till is a very dense heterogeneous mixture of silt, sand, and gravel laid down at the base of an advancing glacial ice sheet. Glacial till typically exhibits low compressibility and high strength characteristics. The test pits excavated at the site generally confirmed the mapped stratigraphy. Based on the results of our subsurface explorations, the site is underlain by a surficial layer of loose to medium dense weathered glacial till that extends up to approximately 2Y, to 5 feet below existing site grades. The weathered glacial till typically consisted of light brown silty sand with gravel. The weathered till contained occasional cobbles and was generally dry to moist. Underlying the surficial layer of weathered glacial till we encountered dense glacial till, which consisted of silty sand with gravel, to the maximum exploration depth of about 12 feet. The glacial till was typically gray, moist, and contained sandy lenses and occasional cobbles. It should be noted that thin layers of loose existing fill with a varying organic content may be encountered at the site, as evidenced in Test Pit TP-5. Groundwater/seepage was not encountered in the test pits at the time of the excavations. However, iron oxide staining was typically observed near the contact with dense glacial till. The iron oxide stained zone is likely indicative of groundwater collecting above the low permeability glacial till. In addition, limited amounts of groundwater seepage are often present in sandy and gravelly zones of glacial till. It should be noted that groundwater elevations are likely to vary depending on the season, local subsurface conditions, and other factors. Groundwater levels are normally highest during the winter and early spring. 07-107.200 Chelan Ave. Short Plat, Renton Page 3 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 SEISMIC DESIGN CONSIDERATIONS IBC Seismic Design Parameters The following provides seismic design parameters for the site that are in conformance with the 2012 International Building Code (IBC), which specifies a design earthquake having a 2% probability of occurrence in 50 years (return interval of 2,475 years). Based on the subsurface conditions encountered at the test pits, it is our opinion that IBC Site Class C should be used used for seismic design. Table 1 -Summary Seismic Design Parameters per 2012 IBC Spectral Spectral Site Design Spectral Site Acceleration Acceleration at Coefficients Response Class at 0.2 sec. (g) 1.0 sec. (g) Parameters Ss S1 Fa Fv Sos Sm C 1.4 0.529 1.0 1.3 0.937 0.458 Liquefaction Assessment Soil liquefaction is a condition where saturated cohesionless soils undergo a substantial loss of strength due to the build-up of excess pore water pressures resulting from cyclic stress applications induced by earthquakes. Soils most susceptible to liquefaction are loose, uniformly graded sands and loose silts with little cohesion. Due to the presence of dense soils at shallow depths and based on the lack of a shallow groundwater table at the site, the susceptibility of the site to earthquake-induced soil liquefaction is considered to be negligible. Special design considerations associated with soil liquefaction are not necessary for this project. EARTHWORK CONSIDERATIONS Site Preparation Site preparation includes striping and clearing of topsoil and sod, surface vegetation, root balls, existing foundations, and any other deleterious materials within the proposed development area and excavating to the design subgrade. All stripped materials should be properly disposed off-site or be "wasted" on site in non-structural landscaping areas. Based on the thickness of topsoil and 07-107.200 Chelan Ave. Short Plat, Renton Page 4 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 sod observed at the test pit locations, we estimate stripping depths will be in the range of 4 to 9 inches. Soil disturbed during stripping and clearing activities should be compacted to a firm and unyielding condition. Following the removal of deleterious and unsuitable materials, the exposed subgrade within the development area, such as building foundation, slab, and pavement areas, should be proof-rolled with a fully-loaded dump truck or a smooth roller compactor. The proof-rolling operation should be observed by a representative of PanGEO. Ifloose or unstable subgrade soils are observed during the proof roll, the soil should be over-excavated and replaced with structural fill. Temporary and Permanent Slopes All temporary excavations should be performed in accordance with Part N of WAC (Washington Administrative Code) 296-155. The contractor is responsible for maintaining safe excavation slopes and/or shoring. Excavations more than 4 feet deep should be properly shored or sloped. For planning purposes, it is our opinion that temporary excavations may be sloped as steep as :Y.H: 1 V (Horizontal:Vertical). The inclination of temporary slopes should be re-evaluated in the field during construction based on actual observed soil conditions. Permanent cut and fill slopes should be graded no steeper than 2H: 1 V and should promptly be planted with an appropriate species of vegetation. Fill slopes should be constructed using 8-to 12-inch thick lifts with each lift compacted to a dense and unyielding condition prior to placing a subsequent lift. Structural Fill and Compaction In the context of this report, structural fill is defined as non-organic compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. It may be possible to reuse some of existing site soils for structural backfill during periods of dry weather, provided the soil can be properly moisture conditioned and adequately compacted. However, due to the moderate to high fines content of the on-site soils, the soils should be considered moisture sensitive and generally unsuitable for use during wet weather construction. Imported structural fill, if needed, should consist of well-graded granular soils such as Gravel Borrow (WSDOT 9-03.14(1)), or an approved equivalent. PanGEO should review import material intended for use as structural fill prior to placement. 07-107.200 Chelan Ave. Short Plat, Renton Page 5 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 Structural fill should be moisture conditioned to within about 3 percent of optimum moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and systematically compacted to a dense and relatively unyielding condition and to at least 95 percent of the maximum dry density, as determined using test method ASTM D 1557 (Modified Proctor). The procedure to achieve proper density of a compacted fill depends on the size and type of compacting equipment, the number of passes, thickness of the layer being compacted, and certain soil properties. When size of the excavation restricts the use of heavy equipment, smaller equipment can be used, but the soil must be placed in thin enough layers to achieve the required degree of compaction. Generally, inadequately compacted soils result from poor workmanship or soils placed at improper moisture content. Soils with a high percentage of silt or clay are particularly susceptible to becoming too wet, and coarse-grained materials easily become too dry for proper compaction. Silty or clayey soils with a moisture content too high for adequate compaction should be dried as necessary, or moisture conditioned by mixing with drier materials. Existing Test Pit Backfill It should be noted that the backfill in the test pits were backfilled with excavated soils and compacted with the excavator bucket. As such, the backfill is considered inadequate for supporting future load-bearing elements, including building foundation, pavements, slabs, underground vaults, buried pipes, etc. As such, where load-bearing elements are present, the existing backfill in the test pits should be removed and replaced with properly compacted structural fill. UTILITIES Trenching Utility trenches greater than 4 feet deep should be properly sloped. Temporary slope recommendations can be found on Page 4 of this report. Alternatively, conventional trench shoring systems such as trench boxes or steel sheets utilizing hydraulic bracing are considered feasible for this project. For shoring design purposes, the contractor may utilize an equivalent fluid weight of 35 pcf to represent the lateral earth pressures on the shoring. This pressure should be increased for backslopes above the shoring or to account for soil stockpiles and/or equipment traffic surcharges within a horizontal distance equal to the depth of the excavation. 07-107.200 Chelan Ave. Short Plat, Renton Page 6 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report-Proposed Boon-Phany Short Plat October 12, 2015 Pipe Bedding General recommendations relative to pipe bedding and backfill are presented below. • Pipe bedding material, placement, compaction, and shaping should be in accordance with the project specifications and the pipe manufacturer's recommendations. As a minimum, the pipe bedding should meet the gradation requirements for Gravel Backfill for Pipe Zone Bedding, Section 9-03 .12(3) of the 2014 WSDOT Standard Specifications; • Pipe bedding should be placed on relatively undisturbed native soils, or on compacted fill. If the native subgrades are disturbed, the disturbed material should be removed and replaced with compacted bedding material; • If the trench bottom encounters soft or unsuitable soils, it may be necessary to over- excavate the unsuitable material and backfill with pipe bedding material; • Pipe bedding should provide a firm, uniform cradle for the pipe. We recommend that a minimum 4-inch thickness of bedding material beneath the pipe be provided. Larger thicknesses may be necessary to prevent loosening and softening of the natural soils during pipe placement; • Prior to the placement of the pipe, the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide continuous support along the pipe; • Pipe bedding material and/or backfill around the pipe should be placed in layers and tamped to obtain complete contact with the pipe. In areas where a trench box is used, the bedding material should be placed before the trench box is advanced. Trench Backfill In areas supporting pavements, trench backfill should be placed in 8-to 12-inch, loose lifts and compacted using mechanical equipment. If the trench backfill will consist of imported granular structural fill, the backfill should be compacted to at least 90 percent of its maximum dry density, as determined by test method ASTM D1557 (Modified Proctor). The upper 2 feet of backfill should be compacted to at least 95 percent of its laboratory determined maximum dry density. 07-107.200 Chelan Ave. Short Plat, Renton Page 7 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 It is our opinion that the on-site till soils may be considered for use as trench backfill provided the soil can be compacted to the requirements of trench backfill. Because the on-site till soils are moisture sensitive, it may not be feasible to use the on-site soils as trench backfill in wet weather. Where used in structural areas, all trench backfill derived from the on-site soils should be compacted to 95 percent of its maximum dry density as determined by test method ASTM D 1557 (Modified Proctor). We also recommend that trenches backfilled with the on-site fill be capped with at least 12 inches of imported granular structural fill. In non-structural areas where settlement of the trench backfill will not affect the use of the area, the trench backfill may be compacted to 85% of the materials maximum dry density. During placement of the initial lifts, the trench backfill should not be bulldozed into the trench or dropped directly on the pipe. Furthermore, heavy vibratory equipment should not be permitted to operate directly over the pipe until a minimum of 2 feet of backfill has been placed above the crown. Boulders and large sized cobbles should be removed from material to be used as trench backfill. PAVEMENT We anticipate that the future traffics in the development will be limited to light passenger-type vehicles. For lightly loaded pavement areas, we suggest a pavement section consisting of 2 \/,- inches of hot-mix asphalt overlying a 4-inch thick layer of crushed surfacing top course (CSTC) or crushed surfacing base course (CSBC), overlying a properly compacted subgrade. The crushed rock base should be compacted to a minimum of 95 % of the materials maximum dry density determined in accordance with ASTM D 1557 (Modified Proctor). Prior to placing the crushed rock, the pavement subgrade should be proof rolled using a fully loaded dump truck. The proof roll should be conducted under observation of a PanGEO representative. Any soft soils identified during the proof rolling should be removed and replaced with properly compacted structural fill. BUILDING FOUNDATIONS Based on the subsurface conditions encountered at the site, the new buildings may be supported on conventional spread and continuous footings bearing on competent native soils, or on properly compacted newly placed structural fill. Based on the results of our subsurface exploration, we anticipate competent native soils (glacial till) to be zy,_ to 5 feet deep. Any loose soil should be 07-107 .200 Chelan Ave. Short Plat, Renton Page8 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 compacted to a dense condition. If loose soil cannot be adequately compacted, it should be overexcavated and replaced with a granular structural fill. On site soils should not be used as structural fill below the footings. Allowable Bearing Pressure We recommend that an allowable soil bearing pressure of2,000 (psf) be used to size the footings. For allowable stress design, the recommended bearing pressure may be increased by one-third for transient loading, such as wind or seismic forces. Footing Embedment For frost heave considerations, exterior footings should be placed at a minimum depth of 18 inches below final exterior grade. Interior spread foundations should be placed at a minimum depth of 12 inches below the top of slab. Estimated Settlement Footings designed and constructed in accordance with the above should expenence total settlement of Jess than one inch and differential settlement less than about Y:, inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Lateral Load Resistance Lateral loads on the structure may be resisted by passive earth pressure developed against the embedded near-vertical faces of the foundation system and by frictional resistance developed between the bottom of the foundation and the supporting subgrade soils. For footings bearing on competent native soil or on structural fill, a frictional coefficient of 0.5 may be used to evaluate sliding resistance developed between the concrete and the subgrade soil. Passive soil resistance may be calculated using an equivalent fluid weight of 300 pcf, assuming the footings are backfilled with structural fill. The above values include a factor of safety of 1.5. Unless covered by pavements or slabs, the passive resistance in the upper 12 inches of soil should be neglected. Footing Drain We recommend that a 4-inch diameter, schedule 40 PVC or SDR 35, perforated pipe embedded in pea gravel and wrapped in filter fabric be installed at the base of the perimeter footings to direct collected water to an appropriate outlet. Under no circumstances should roof downspout 07-107.200 Chelan Ave. Short Plat, Renton Page 9 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 drain lines be connected to the footing drain systems. Roof downspouts must be separately tightlined to an appropriate discharge. Cleanouts should be installed to allow for periodic maintenance of the footing drain and downspout tightline systems. Footing Excavation All footing subgrades should be in a dense, unyielding condition. The adequacy of the footing subgrade should be verified by PanGEO prior to placing forms or reinforcing steel. If the footing subgrade is still loose or yielding after re-compaction, it should be overexcavated down to competent native soil and replaced with structural fill or lean mix concrete. The overexcavation width should extend at least one-half the overexcavation depth beyond the edge of footing. FLOOR SLABS It is our opinion that conventional concrete slab-on-grade floors are appropriate for this site. Depending on the finished floor elevations, the floor slabs may be founded on the native soil compacted in-place to the requirements of structural fill or on newly placed structural fill. Interior concrete slab-on-grade floors should be underlain by a capillary break consisting of at least 4 inches of compacted %-inch, clean crushed rock (less than 3 percent fines). The capillary break material should also have no more than IO percent passing the No. 4 sieve and less than 5 percent by weight of the material passing the U.S. Standard No. 100 sieve. The capillary break should be placed on a subgrade that has been compacted to a dense and unyielding condition. A I 0-mil polyethylene vapor barrier should also be placed directly below the slab. RETAINING WALLS Based on our understanding of the current design concept and the lack of significant topographic relief at the site, we do not anticipate the need for retaining walls. However, depending on the final grading plan, short retaining walls may be needed to achieve the design grade. Given the competent foundation soils at the site, various wall types may be considered, including conventional cast-in-place concrete walls, gravity block walls such as Ultra Blocks or gabions, or mechanically stabilized earth (MSE) walls. Selection of wall types will largely depend on the desired aesthetics and cost considerations. 07-107.200 Chelan Ave. Short Plat, Renton Page 10 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 In general, these walls should be designed to resist an active earth pressure of 35 pcf, and a uniform pressure of 7H pounds per square foot (psf) to account for the seismic loading condition, where H is the exposed wall height in feet. Lateral pressures from surface surcharges located within a distance equal to the exposed wall height should be estimated using a lateral pressure coefficient of 0.3 (i.e. the ratio of lateral pressure to vertical pressure). Where applicable, a lateral uniform pressure of 80 psf should be used to account for traffic surcharge. Proper drainage provisions such as weep holes or 4-inch perforated drain pipes should be incorporated into the design and construction of all retaining walls. For the design and construction of retaining wall foundations, the recommendations provided in the Building Foundations section of this report are applicable. INFILTRATION The site is underlain by glacial till at shallow depths. Glacial till is expected to exhibit very poor infiltration characteristics. In general, this soil unit is considered not appropriate for any significant stormwater infiltration. DETENTION VAULT DESIGN PARAMETERS Foundation We anticipate the bottom of the detention vault will be at least 5 feet below existing site grades. As such, dense glacial till is expected to be encountered at the vault foundation level. The detention vault should be supported on dense glacial till and/or granular structural fill. An allowable soil bearing capacity of 4,000 psf may be used for footings bearing on the dense to very dense glacial till and/or granular structural fill. If the vault foundation will straddle cross dense glacial till and granular structural fill, we recommend that the dense till be over-excavated 6 inches and replaced with crushed rock for a uniform support. The 6-inch crush rock should also be placed in the structural fill area. For allowable stress design, the recommended bearing pressure may be increased by one-third for transient loading, such as wind or seismic forces. Total footing settlement of less than one inch is anticipated with differential movement of less than Yi inch. Most of the anticipated settlement should occur during construction as dead loads are applied. 07-107.200 Chelan Ave. Short Plat, Renton Page 11 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 If loose/soft soil is encountered at the vault foundation level, it should be overexcavated down to dense native till soil and replaced with granular structural fill and/or lean mix concrete. Vault foundation subgrade should be observed by a representative of PanGEO, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Lateral Earth Pressures Detention vault walls should be properly designed to resist the lateral earth pressures exerted by the soils behind the wall. The below grade portions of the walls with level backslopes should be designed for a static lateral earth pressure based upon an equivalent fluid weight of 50 pcf. A uniform lateral pressure of 7H psf should be added to reflect the increase loading for seismic conditions, where H corresponds to the buried depth of the wall. The recommended lateral pressures assume that the backfill behind the wall consists of adequately compacted free draining backfill and a footing drain. The portion of the wall located beneath the drainpipe, if any, should be designed to withstand a lateral pressure of 90 pcf to account for the potential accumulation of water behind the vault walls. Surcharge loads, where present, should also be included in the design of the vault walls. We recommend that a lateral load coefficient of 0.35 be used to compute the lateral pressure on the wall face resulting from surcharge loads located within a horizontal distance of one-half wall height. Lateral Resistance Lateral forces from seismic loading and unbalanced lateral earth pressures may be resisted by a combination of passive earth pressures and by friction acting on the base of the foundations. Passive resistance values may be determined using an equivalent fluid weight of 350 pcf. This value includes a factor of safety of 1.5, assuming the footing is poured against dense native soil or structural fill adjacent to the sides of footing has been compacted. A friction coefficient of 0.5 may be used to determine the frictional resistance at the base of the footings. These values include a factor safety of 1.5. Vault Backfill Vault backfill should consist of free draining granular soils such as Gravel Borrow (WSDOT 9- 03.14(1)). Vault backfill should be moisture conditioned to within about 3 percent of optimum moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and 07-107.200 Chelan Ave. Short Plat, Renton Page 12 PanGEO, Inc. Mr. Kent K.hnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 systematically compacted to a dense and relatively unyielding condition and to at least 95 percent of the maximum dry density, as determined using test method ASTM D 1557. Within 5 feet of the wall, the backfill should be compacted to 90 percent of the maximum dry density. Vault Drainage We recommend that a 4-inch diameter, schedule 40 PVC or SOR 35, perforated pipe embedded in pea gravel and wrapped in filter fabric be installed as low on the vault walls as possible to direct collected water to an appropriate outlet. Cleanouts should be installed to allow for periodic maintenance of the footing drain. SURFACE DRAINAGE AND EROSION CONSIDERATIONS Adequate drainage provisions are imperative and we recommend both short and long term drainage measures be incorporated into the project design and construction. Surface runoff can be controlled during construction by careful grading practices. Typically, this includes the construction of shallow, upgrade perimeter ditches or low earthen berms to collect runoff and prevent water from entering the excavation. All collected water should be directed under control to a positive and permanent discharge system. Permanent control of surface water should be incorporated in the final grading design. Adequate surface gradients and drainage systems should be incorporated into the design such that surface runoff is directed away from structures. Potential problems associated with erosion may also be reduced by establishing vegetation within disturbed areas immediately following grading operations. WET SEASON CONSTRUCTION General recommendations relative to earthwork performed in wet weather or in wet conditions are presented below. Because the site soils are considered moisture sensitive due to a relatively high fines content, grading may be difficult and likely more costly during periods of wet weather. If earthworks will be performed during wet weather conditions, we recommend that the following guidelines be incorporated: • Earthwork should be performed in small areas to minimize subgrade exposure to wet weather. Excavation or the removal of unsuitable soil should be followed promptly 07-I07.200 Chelan Ave. Short Plat, Renton Page 13 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 by the placement and compaction of clean structural fill. The size and type of construction equipment used may have to be limited to reduce soil disturbance. • During wet weather, the allowable fines content of the structural fill should be reduced to no more than 5 percent by weight based on the portion passing %-inch sieve. The fines should be non-plastic. • The ground surface within the construction area should be graded to promote run-off of surface water and to prevent the ponding of water. • Geotextile silt fences should be strategically located to control erosion and the movement of soil. • Excavation slopes and soils stockpiled on site should also be covered with plastic sheets. Under no circumstances should water be allowed to pond immediately adjacent to paved areas or foundations. All pavement drainage should be directed into conduits which carry runoff away from the pavement into storm drain systems or other appropriate outlets. UNCERTAINTY AND LIMITATIONS We have prepared this report for use by Mr. Kent Khnor and their project team. Recommendations contained in this report are based on a site reconnaissance, a subsurface exploration program, review of pertinent subsurface information, and our understanding of the project. The study was performed using a mutually agreed-upon scope of work. Variations in soil conditions may exist between the locations of the explorations and the actual conditions underlying the site. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at the site that are different from those described in this report, we should be notified immediately to review the applicability of our recommendations. Additionally, we should also be notified to review the applicability of our recommendations if there are any changes in the project scope. The scope of our work does not include services related to construction safety precautions. Our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. 07-107.200 Chelan Ave. Short Plat, Renton Page 14 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 Additionally, the scope of our work specifically excludes the assessment of environmental characteristics, particularly those involving hazardous substances. We are not mold consultants nor are our recommendations to be interpreted as being preventative of mold development. A mold specialist should be consulted for all mold-related issues. This report may be used only by the client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both off and on-site), or other factors including advances in our understanding of applied science, may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issuance. PanGEO should be notified if the project is delayed by more than 24 months from the date of this report so that we may review the applicability of our conclusions considering the time lapse. It is the client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party other than the client who wishes to use this report shall notify PanGEO of such intended use and for permission to copy this report. Based on the intended use of the report, PanGEO may require that additional work be performed and that an updated report be reissued. Noncompliance with any of these requirements will release PanGEO from any liability resulting from the use this report. Within the limitation of scope, schedule and budget, PanGEO engages in the practice of geotechnical engineering and endeavors to perform its services in accordance with generally accepted professional principles and practices at the time the Report or its contents were prepared. No warranty, express or implied, is made. We appreciate the opportunity to be of service to you on this project. Please feel free to contact our office with any questions you have regarding our study, this report, or any geotechnical engineering related project issues. We appreciate the opportunity to be of service. 07~ 107.200 Chelan Ave. Short Plat, Renton Page 15 PanGEO, Inc. l\1r. K.entI<hnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 Sincerely, Bryce C. Townsend, E.LT. Staff Geotechnical Engineer Enclosures: Figure 1 Figure 2 Vicinity Map Site and Exploration Plan Appendix A Summary Test Pit Logs Siew L. Tan, P.E. Principal Geotechnical Engineer Figure A-I Terms and Symbols for Boring and Test Pit Logs Logs of Test Pits TP-1 through TP-5 07-107 .200 Chelan Ave. Short Plat, Renton Page 16 PanGEO, Inc. Mr. Kent Khnor Geotechnical Report -Proposed Boon-Phany Short Plat October 12, 2015 REFERENCES International Building Code (IBC), 2012, International Code Council. Mullineaux, D.R., 1965, Geologic Map of The Renton Quadrangle, King County, Washington - Department of the Interior, U.S. Geologic Survey, scale 1:24,000. Washington State Department of Transportation/American Public Works Association, 2014, Standard Specifications for Road, Bridges, and Municipal Construction. 07-1 07.200 Chelan Ave. Short Plat, Renton Page 17 PanGEO, Inc. \ \ i," ,if ,f 1' j _f N 35!hS1 -N34thS1 N 33rd Pl N 33rd S! N 32nd SI N 3ls1 St N 3001 St N 29th S1 \.,. ~ N 2Bth Pl '\>r,-.. II ' . ' NE 27th St "\ ~ I • b,.-1· ' Nf 14th St ~ _, \ ...:c_':; .i ~ q ~ \~~ Gl"ffl' Coulon Mffllorial &Mti Park t .•1 \;.;-. -~ I ... 1' Thi! land!OQ ~ z ~ N81hS! "" C • ~ .'] N 41h S1 " • .. > ~ z \. ... ~ 1<t'f'lworth Trudr. • Comp.any • Rffiton _..,, .~ ... );' ; _;; ,j,t Not to Scale PanGE@ I • C O • P D • A T • 0 Boon-Phanny Short Plat Chelan Ave. NE near NE 10th St. Renton, Washington ·~ . ' .. ,~ ... ·. ~ "---' . ' ') • > • z m ·, ~I f //r ~I P-r-o-je_c_t -L~o-ca:d f z ~ NE-4th St L~s~• Es1ate-s Mobil• ttonw Pl< -. NE SttiS1 ; I ' ,1 NE 41h S1 • Note: Base map obtained and modified from Google Maps. VICINITY MAP Project No Figure No. 07-107.200 07-107 Boon-Phanny Short Plat Site Plan.grf 10J12.1STS ~ Approx. Scale 1" = 50' Legend: I 1/q·-l -: --'~;;; 'c,,t_:;;':~:,t:t ' u II j -::::,1t ' I '""'°' '"' I I I I I'\ :· I .. ,I I I ·1' \ , I 1:'I I w · 1 I I__ ' ( " I Ii ', I -I ,z 1 .· i \ , d . ,,a --~ '-I"" , , . / \/:r 1 __ ~ !::._ ___ ;-! e c,r -1' ,,,J'.ii" -11 ,, r l11 H ~I ~-: \ i "'JP-1' t ------. -f I ' J wld~li 1· , • I I -,. < a c · "'C --,,(,-s • ~!< I\ ' i 1.,~' 1' : ',Clf afr I ,_ -I TP-2-·~, 1"'-I 1 ·if l ' ~ ,i t I ~~ ~ ' \ -I I -I 't I,,/"_,.-I --.......1_ _,,.,.11,,'"!:,i I I I ~~ I w cs· , 1 , 1 , , , , , ~,,.. , 1 1 _J" ~ i\ I \\: I LOT a \ : : ; LOT o t/l.1, 1 [ ; LOT • ; [ I / l t ~ I \ I I I I I [ , I ) ' ' ' I /I\> ' >----1',--\-------j '---I I •---------I I / ~ '" I , , -------~ r------" , ' \ I ----I ¥ w' I ' I I ~----------,--; I ' \ I i4 --' _ / ' I I I f \ , G l\ I\ ~~~ _ _J\J_ ______ F--';\ 1' I I ~/ I \ ~ ' : I\\'\ ' I ( I I LOTJ : I \ ·q ~_J~---"~ -I \ \'-. I : ' .e I ~"" \ r----------\--,-. " I I I I • ll I ,c ~-,,·~=,--""'.'.\\ TP-4 " ·------ 1 ll , 1 • \'·~-i 11\1 rif::~-1~:( {~·1:~\-----~\ ,, 11:"\:-r--~~--=-~==;--r Ii li; : ·11\. I II,\ '-~r '-,,rl 1, ' I ,1tl 1 r....,- 1 \ \ , f--, 'r> , \ I , 1 1 , LOT 2 , r \LI ___ 1\.--\: \ L~: \ ; [ :'r>o>,, L;~,, ; i,J Lr \~---; / \I I Ill •._ i I ' \ ~ '-J. I I ' " I I I', __ \........:: -------" / ) I \ \. \ I 'N.. '-'L.. ' I " I ~-------~-c"'-I I ' '~-.-l{;, \ ' ''\ ', ' -11 ' "', ,'----------1 1 I I ' --· ' __ "_j L --I ''--I __ > l ,! \\ t :')TP-5--~J _ _:_~------\J 'y'l I -I TP 3-... _' j ~ I '6 ti ·1 / !. '-~---+--· 1 1 LOT 1 -V 1 1 j \ ~ !,' I ~DRIIINAG£<1l!ACT / I 11 \ I I ' I 42' I \ I 1 1 ) ~ _1 1 I : _ ~ :\-- 1 ,I , , / I ' , .SubJect Sit ~-'"'"+-' \ ,' I I /t / // I I HE','ACE HOM~\ "" I ' I .,. I I I, I j ' / __ / ) '°"''~ I ;."/'":, .. , '-; 1 I""' -! / , ' ' / r-I ,, I , "''"' " I I I • 'I I / ,, ,,.,~ / ,,, ,, " ,, ' , // ,/ ,,,,,, ,, I I 42" ---~ ._ I ~ ,,----' " I ' ~ Approx. Test Pit Location (July, 2007) PanGE@ Boon-Phanny Short Plat Chelan Ave. NE near NE 10th St. SITE AND EXPLORATION PLAN Note: Preliminary site plan provided by client. I M C D R ~ D R A T • D Renton, Washington !Project No 07-107.200 Figure No. 2 APPENDIX A SUMMARY TEST PIT LOGS ---- !21 ?-htstlc.k1: A VLllUL F Ste. l1 Scallk. \\-',-\ {)i'(r(J:Z Tc·I: (206) 262-u~-o RELAT DENSITY / CONSISTENCY SAND/ GRAVEL SILT /CLAY Density SPT Approx. Relative Consistency SPT Approx. Undrained Shear N-values Density(%) N-values Strength (psij Very Loose I <4 : <15 : Very Solt : <2 <250 Loose 4 to 10 15· 35 Solt 2 to 4 250 • 500 Med. Dense 10to30 35. 65 Med. Stiff 4to 8 500 -1000 Dense 301o 50 65 • 85 Stiff 8 to 15 1DOO • 2000 Very Dense >50 85 -100 Very Stiff 15 to 30 2000 • 4000 . . Hard . >30 . >4000 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP DESCRIPTIONS Gravel 50% or mor11 of the coarse fraction retained on the #4 sieve. Use dual symbols (eg. GP-GM)for 5% to 12% fines. : GRAVEL (<5'k fines) : GRAVEL (>12% fines) .~IYj__lV~lliJ~d~·d·G·~V~L ...•.•....................... . ~P. L .P~rty:9ra~ed. ~R>.-~E~ ......................... . . ~~i_.Slllf. ~llA_VE·L···· ...........•.••.•..•..•.•........ GC: Clayey GRAVEL ····· ································································ rr ·sw-:-·w~·1i~;.;;.~"s:o\tii,······························· Sand : SAND (<5% fines) ........ · · · · · ,. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · •· · · · · · · · · ·• · · · 50% or more of the coarse ,........................... ••••••• , ~~. J. -~-~~~J~~-~-~~~-............................ . fraction passing the #4 sieve. · Use dual symbols (eg. SP-SM) .~~ i_ .~!(!f.~A.N~ .•.....•••••....•....................... for 5% lo 12% fines. : SAND (>12% fines) SC I Clayey SAND ·····-····················································· ML: SILT ·····~······················································ Liquid Limit < 50 CL : Lean CLAY .....•.....•••...•••••...................................... Silt and Clay 50%or more passing #200 sieve MH : Elastic SILT .....•...................................................... CH: Fat CLAY ••••••••••••••.............................................. OH ( Organic SILT or CLAY Highly Organic Soils 8 PT ( PEAT Notes: 1. Soil exploration logs contain material descriptions based on visual observation and field tests using a system modified from the Uniform Soil Classification System (USCS). Where necessary laboratory tests have Oeen conducted (as noted in the "Other Tests' column), unit descnptions may include a classification. Please refer to the discussions in the report text for a more complete description of the suDsurface conditions. 2. The graphic symbols given above are not inclusive of all symbols that may appear on the borehole logs. Other symbols may be used where field observations indicatea mixed soil constituents or dual constituent materials. DESCRIPTIONS OF SOIL STRUCTURES Layered: Units of material distinguished bv color and/or composition from material units above and below Laminated: Layers of soil typically 0.05 to 1mm thick, max. 1 cm Lens: Layer of soil that pinches out laterally Fissured: Breaks along defined planes Slickensided: Fracture planes that are polished or glossy Blocky: Angular soil Jumps that resist breakdown Disrupted: Soil that is broken and mixed lnterlayered: Alternating layers of differing soil material Pocket: Erratic, discontinuous deposit of limited extent Homogeneous: Soil with uniform color and composition throughout Scattered: Less than one per foot Numerous: More than one per foot BCN: Angle between ~dding plane and a plane normal to core axts COMPONENT DEFINITIONS COMPONENT SIZE / SIEVE RANG COMPONENT SIZE / SIEVE RANGE Boulder: > 12 inches Sand Cobbles: 3 to 12 inches Coarse Sand: #4 lo #,0 sieve (4.5 to 2.0 mm) Gravel Medium Sand: #1 O to #40 sieve (2.0 to 0.42 mm) Coarse Gravel: 3 to 3/4 inches Fine Sand: #40 to #200 sieve (0.42 to 0.074 mm) Fine Gravel: j 3/4 inches to #4 sieve Silt 0.074 to 0.002 mm Clay <0.002 mm TEST SYMBOLS for In Situ and Laboratory Tests listed in "Other Tests· column. CBR California Bearing Ratio Comp Compaction Tests Con Consolidation DD Dry Density DS Direct Shear %F Fines Content GS Grain Size Perm Permeability pp Pocket Penetromeler R R-value SG Specific Gravity 1V Torvane TXC Triaxial Compression ucc Unconfined Compression SYMBOLS Sample/In Situ test types and intervals l\;j 2-inch OD Split Spoon, SPT k'.:'-.J (140-lb. hammer, 30" drop) B 3.25-inch OD Spilt Spoon (300-lb hammer, 30" drop) 11 Non-standard penetration [I test {see boring log for details) I Thin wall (Shelby) tube ~ Grab [] Rockcore [OJ Vane Shear MONITORING WELL Groundwater Level at time of drilling (A TD) Static Groundwater Level Cement/ Concrete Seal Bentonite grout/ seal Silica sand backfill Slotted tip Slough Bottom of Boring MOISTURE CONTENT Dry Dusty, dry lo the touch Moist Damp but no visible water Wet Visible free water ;l-==----=~--=----------------------------------------1 !PanGE@ Terms and Symbols for ~ ~ I N C O R P O A A T E D Boring and Test Pit Logs Figure A-1 g Phone: 206.262.0370 Test Pit TP-1 Approximate ground surface elevation: 437 feet Ground Surface Conditions: Tall ITTass Depth (ft) 0-4 4-10 Notes: Material Description Loose to medium dense, dry to moist, rusty-brown, silty SAND with gravel, iron oxide staining (Weathered Glacial Till). Dense, moist, gray, silty SAND with gravel and trace cobbles (Glacial Till). -occasional sandy lenses Test Pit terminated approximately 10 feet below ground surface. No ITToundwater/seepage observed in the test nit. Test pits excavated using a Cat 330 tracked excavator owned and operated by Northwest Excavating. Test pit elevations based on topographic information provided on a preliminary site plan. 07-107 .200 Chelan Ave. Short Plat, Renton PanGEO, Inc. Test Pit TP-2 Approximate ground surface elevation: 437 feet Ground Surface Con d'. 1hons: Tall P'Tass Depth (ft) Material Description 0-5 Loose to medium dense, moist to wet, brown, silty SAND with some gravel (Weathered Glacial Till). 5-IO Dense, moist, gray, silty SAND with gravel, trace cobbles (Glacial Till). Test Pit terminated approximately 10 feet below ground surface. No P'Toundwater/seeoa!!e observed in the test oit. Notes: Test pits excavated using a Cat 330 tracked excavator owned and operated by Northwest Excavating. Test pit elevations based on topographic information provided on a preliminary site plan. 07-107 .200 Chelan Ave. Short Plat, Renton PanGEO, Inc. Test Pit TP-3 Approximate ground surface elevation: 438 feet Ground Surface Conditions: Blackberrv brambles Depth (ft) 0-2'h 2'h-8 Notes: Material Description Loose to medium dense, moist, rusty-brown, silty SAND with gravel (Weathered Glacial Till). -Iron oxide staining near contact. Dense, moist, gray, silty SAND with gravel, trace cobbles (Glacial Till). -Becomes very dense around 6 feet Test Pit terminated approximately 8 feet below ground surface. No 11Ioundwater/seeoage observed in the test oit. Test pits excavated using a Cat 330 tracked excavator owned and operated by Northwest Excavating. Test pit elevations based on topographic information provided on a preliminary site plan. 07-107.200 Chelan Ave. Short Plat, Renton PanGEO, Inc. Test Pit TP-4 Approximate ground surface elevation: 438 feet Ground Surface Conditions: Tall orass Depth (ft) 0-4 4-10 Notes: Material Description Loose to medium dense, dry, light brown, silty SAND with gravel (Weathered Glacial Till). -Localized pockets of clean sand Dense, moist, gray, silty SAND with gravel, contains cobbles (Glacial Till). -Increase in sand content and moisture content around 8 feet. Test Pit terminated approximately IO feet below ground surface. No ITToundwater/seepage observed in the test oit. Test pits excavated using a Cat 330 tracked excavator owned and operated by Northwest Excavating. Test pit elevations based on topographic information provided on a preliminary site plan. 07-107.200 Chelan Ave. Short Plat, Renton PanGEO, Inc. Test Pit TP-5 Approximate ground surface elevation: 433 feet G d S rf: C d" . Bl kb b bl roun u ace on tl!ons: ac errv ram es Depth (ft) Material Description 0-1.5 Loose, moist, dark brown, silty SAND with abundant organics (Topsoil & Fill). 1.5 -4 Medium dense, moist, relatively clean sand and gravel, iron oxide staining (Outwash). 4 -12 Dense, moist, gray, silty SAND with gravel, trace cobbles (Glacial Till). -contains occasional silt and relatively clean sand lenses Test Pit terminated approximately 12 feet below ground surface. No !IToundwater/seepage observed in the test pit. Notes: Test pits excavated using a Cat 330 tracked excavator owned and operated by Northwest Excavating. Test pit elevations based on topographic information provided on a preliminary site plan. Date Test Pits Excavated: July 23, 2007 Test Pits Logged by: STS 07-107 .200 Chelan Ave. Short Plat, Renton PanGEO, Inc. SUBDIVISION Guarantee/Certificate Number· 611100624 Updated FIDELITY NATIONAL TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Barghausen Consulting Engineers, Inc. herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Fidelity National Title Company of Washington 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 Countersigned By: Authorized Officer or Agent Subdivision Guarantee/Certificate Fidelity National Title Insurance Company By: Attest: President Secretary Printed: 01.04.16@ 11 :49 AM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE INSURANCE COMPANY ISSUING OFFICE: GUAF fEE/CERTIFICATE NO. 611100624 Updated Title Officer: Bill Fisher I Mike McCarthy I Terry Sarver Fidelity National Title Company of Washington 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 Phone: (425)771-3031 Main Phone: (425)771-3031 Llablllty I $1,000.00 I Effective Date: December 23, 2015 at 08:00 AM The assurances referred to on the face page are: Email: Unit2r@fnf.com SCHEDULE A Premium $250.00 Tax $23.75 That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: For APN/Parcel ID(s): 102305-9139-01 THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985. Title to said real property is vested in: Socheat Khnor, as a separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 01.04.16@ 11:49 AM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE B GUAI rEE/CERTIFICATE NO. 611100624 Updated 1. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2016. 2. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2015 Tax Account No.: 102305-9139-01 Levy Code: 2146 Assessed Value-Land: $277,000.00 Assessed Value-Improvements: $0.00 General and Special Taxes: Billed: Paid: Unpaid: $3,521.16 $3,521.16 $0.00 Paid in full 3. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: Affects: Puget Sound Power & Light Company electric transmission and/or distribution system July 5, 1945 3483199 westerly portion of said premises 4. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: Affects: King County Water District #90 water pipes September 21, 1956 4732272 westerty portion of said premises 5. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: 6. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: King County slopes cuts and fills July 23, 1968 6380985 7. Terms and conditions of proposed assessment district for sanitary sewer service as provided by Ordinance Number 4025 recorded under recording number 8612031455 and the charges related thereto. Subdivision Guarantee/Certrficate Printed: 01.04.16@11:49AM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE B (continued) GUAI fEE/CERTIFICATE NO. 611100624 Updated 8. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on unrecorded lot line adjustment number 8803032 as disclosed by the King County Tax Rolls. END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 01.04.16@11:49AM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 SUBDIVISION Guarantee/Certificate Number: 611100624 FIDELITY NATIONAL TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Phanny Boun herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Fidelity National Title Company of Washington 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 Countersigned By: Authorized Officer or Agent Subdivision Guarantee/Certificate Fidelity National Tille Insurance Company By: Attest: President Secretary Printed: 04.15.15@07:35PM WA-FT-FTMA--01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE I Liability $1,000.00 IRANCE COMPANY GUAI ISSUING OFFICE: Title Officer: Terry Sarver Fidelity National Title Company of Washington 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 Phone: (425)771-3031 Main Phone: (425)771-3031 Email: Unit21nlfnf.com SCHEDULE A Premium $250.00 Effective Date: April 1, 2015 at 08:00 AM The assurances referred to on the face page are: rEE/CERTIFICATE NO. 611100624 Tax $23.75 That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: For APN/Parcel ID(s): 102305-9139-01 THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985. Title to said real property is vested in: Phanny Boun, as a separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 04.15.15@07:JSPM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE I IRANCE COMPANY SCHEDULE B Subdivision Guarantee/Certificate GUAI fEE/CERTIFICATE NO. 611100624 Printed: 04.15.15@ 07:35 PM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE I SPECIAL EXCEPTIONS !RANCE COMPANY SCHEDULE B (continued) GUAI rEE/CERTIFICATE NO. 611100624 1. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2015 Tax Account No.: 102305-9139-01 Levy Code: 2146 Assessed Value-Land: $277,000.00 Assessed Value-Improvements: $0.00 General and Special Taxes: Billed: Paid: Unpaid: $3,521.16 $1,760.58 $1,760.58 2. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: Affects: Puget Sound Power & Light Company electric transmission and/or distribution system July 5, 1945 3483199 westerly portion of said premises 3. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: Affects: King County Water District #90 water pipes September 21, 1956 4732272 westerly portion of said premises 4. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: 5. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Purpose: Recording Date: Recording No.: King County slopes cuts and fills July 23, 1968 6380985 6. Terms and conditions of proposed assessment district for sanitary sewer service as provided by Ordinance Number 4025 recorded under recording number 8612031455 and the charges related thereto. Subdivision Guarantee/Certificate Printed: 04.15.15@07:35 PM WA-FT-FTMA-01530 .610051-SPS-1-15-611100624 FIDELITY NATIONAL TITLE I IRANCE COMPANY SCHEDULE B (continued) GUAI rEE/CERTIFICATE NO. 611100624 7. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on unrecorded lot line adjustment number 8803032 as disclosed by the King County Tax Rolls. Note A: END OF EXCEPTIONS NOTES Note: Examination of the Public Records discloses no judgments or other matters pending against the name of the vested owner. END OF NOTES END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 04.15.15@07:35 PM WA-FT-FTMA-01530.610051-SPS-1-15-611100624 Return Address: Ivana Halvorsen Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 Document Title(s): Assessor's Property Tax Parcel/Account Number: Covenants, Conditions, and Restrictions for 1 02305-9139 Khnor Short Plat Reference Number(s) of Documents assigned or released if applicable: Additional reference numbers are on page of document. NIA Grantor(s) (Last name first, then first name and initials): 1. Khnor, Socheat, a single person 2. 3. Grantee(s) (Last name first, then first name and initials): 1. Khnor Short Plat Homeowners' Association, a Washington non-profit corporation 2. 3. Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): Additional legal is on page 7 of document. portion of the Northwest quarter of Section 10, Township 23 North, Range 5 East, W.M., King County, Washington The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Page 1 of 7 17625.005.doc DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR KHNOR SHORT PLAT This Declaration of Covenants, Conditions, and Restrictions (hereinafter the "CC&Rs") for Khnor Short Plat is made by Socheat Khnor, a single person (hereinafter the "Declarant"). RECITALS A. Declarant is the owner of that certain real property localed in King County, Washington, commonly referred to as Khnor Short Plat, legally described as follows (hereinafter the "Property''): see Exhibit A attached hereto and by this reference made a part hereof B. Khnor Short Plat is recorded under Recording No. -------------' records of King County, Washington (hereinafter the "Short Plat Map"). C. Declaranl is developing the Property as a residential community. D. As part of the development of the Property, Declarant has incorporated a Washington non-profit corporation known as the Khnor Short Plat Homeowners' Association (hereinafter the "Association") for purposes of management and enforcement of these CC&Rs. E. These CC&Rs are intended to preserve the high-quality residential environment in the community of Khnor Short Plat, and are for the purposes of enhancing and protecting the value, desirability, and attractiveness of the Property for the benefit of the owners thereof and their heirs, successors, and assigns. F. All provisions of these CC&Rs shall be binding upon all parties having or acquiring any right, title, or interest in any portion of the Property and shall inure to the benefit of each owner thereof and to the benefit of the Khnor Short Plat Homeowners' Association and shall otherwise in all respects be regarded as covenants running with the land. NOW, THEREFORE, Declarant hereby agrees, covenants, and declares that the Property and all improvements now existing or hereafter constructed thereon shall be held, sold, conveyed subject to, and burdened by the covenants, conditions, restrictions, reservations, limitations, liens, and easements contained in these CC&Rs. ARTICLE 1 -GENERAL PROVISIONS 1.1 Covenant Running with the Land: These covenants, conditions, and restrictions are for the benefit of the Property and for each owner of any portion thereof and shall run with the land and shall be binding on all parties having or acquiring any rights, title, or interest in the Property or any part thereof, and shall inure to the benefit of the Property and shall apply to and bind the successors in interest of any owner thereof. Page 2 of 7 17625.005.doc 1.2 Amendment: These CC&Rs may be amended by an instrument signed by the Declarant. Any such amendment shall be notarized and recorded in the records of King County, Washington. At such time as Declarant ceases to have an interest in the Property either as an owner or as a secured lender, then Declarant shall no longer have any authorization to amend these CC&Rs, and they instead may be amended only by an instrument signed by more than fifty percent (50%} of the owners of lots within the Property. Any such amendment shall be notarized and recorded in the records of King County, Washington. 1.3 Severability: Invalidation, modification, or amendment of one or more covenants, conditions, restrictions, or easements contained herein by judgment or court order shall not, in any way affect any of the other provisions herein, which shall remain in full force and effect. ARTICLE 2 · COMMON AREAS 2.1 Definition of Common Areas: "Common Areas" shall mean and refer to: (1} all real property, including the improvements now existing or hereafter constructed thereon or therein, owned by the Association for the common use and enjoyment of the members of the Association; (2) all areas, if any, owned as undivided interest by all owners of lots within the Property; and (3) those portions of the Property or public right-of-way, including the improvements now existing or hereafter constructed thereon or therein, to be maintained by the Association for the benefit of the members of the Association. At the time of recording of these CC&Rs, the Common Areas within Khnor Short Plat are described as: 2.1.1 TRACT NAME -TRACT DESIGNATION as shown on the Short Plat Map. 2.1.2 EASEMENT TYPE located EASEMENT LOCATION as shown on the Short Plat Map. 2.2 Maintenance of Common Areas: The Association shall maintain all of the Common Areas as described in Section 2.1 herein and as may be added by future amendment(s} to these CC&Rs. ARTICLE 3 • USE RESTRICTIONS 3.1 Residential Character of Property: Except for incidental home business as provided below, no lot within the Property shall be used except for residential purposes. 3.2 Incidental Home Business: An owner may use his or her lot for home business provided that the home business use must not interfere with the quiet enjoyment for residential purposes of any other lot within the Property. Any person(s} coming to the lot to utilize the business, whether as employee or as customer/client, must park on the lot; street parking shall not be allowed for home business purposes. 3.3 Leases: Any lease or rental agreement between a lot owner and a tenant shall incorporate the terms of these CC&Rs in full text and shall bind the tenant thereto. Any such lease shall be in writing. 3.4 Landscaping/Fences/Hedges: All front yard landscaping must be completed within six (6) months from the date of issuance of an occupancy permit for a residence constructed on a lot within the Property. Page 3 of 7 17625.005.doc As used in this section, "fence" or "fencing" shall mean any type of living hedge, or physical barrier or wall separating a lot from surrounding lots, roads, or tracts. Front yard decorative fences shall not exceed four (4) feet in height. Side yard and back yard fences shall not exceed six (6) feet in height or the maximum height permitted by applicable regulations, whichever is less. Fences shall be well constructed and maintained. 3.5 Trailers/Motor Homes/Parking: No commercial trucks, motor homes, campers, trailers, boats, motorcycles, or other vehicles of any type shall be parked or permitted to remain on any lot for more than fourteen (14) continuous days unless it is stored or placed in a garage or in a fenced rear or side yard area. 3.6 Vehicles in Disrepair: No Owner of any Lot shall permit any vehicle of any type in a state of disrepair to remain parked outside of an enclosed garage upon any lot within the Property for a period of more than fourteen (14) continuous days. A vehicle will be deemed in a state of disrepair when it has not been moved for a period of fourteen (14) continuous days and is not operable in its present condition. 3.7 Offensive Activities: No noxious or offensive activity shall be permitted on any lot, nor shall anything be done thereon that may be or may become an annoyance or nuisance to a lot owner or the neighborhood. Further, no lot shall be used in any manner that unreasonably interferes with any other lot owner's right to the use and enjoyment of his or her property. 3.8 Rubbish and Trash: Trash, garbage, and other waste shall not be kept on any lot except in sanitary containers. No yard waste such as rocks, roots, dead grass, branches, and other materials accumulated as a result of landscaping shall be accumulated on any lot for a period of more than thirty (30) days. Yard waste shall not be dumped on any portion of the Property. Waste containers shall be kept in a location hidden from street view except on collection days. The proper removal and disposal of all trash, garbage, and other waste shall be the responsibility of individual lot owners. 3.9 Maintenance of Structures and Grounds: Each owner shall timely maintain his/her lot, fences, and residence thereon in a clean and attractive condition, in good repair, and in such a fashion as not to create a fire hazard. 3.10 Animals: No animals or fowl other than typical domestic animals such as dogs, cats, fish, or pet birds shall be kept, raised, or bred on any portion of the Property. Animal owners are responsible for removal of their pets' waste. 3.11 Compliance with Applicable Statutes. Regulations, and Ordinances: Notwithstanding anything staled herein, each lot owner shall be responsible for compliance with all applicable federal, state, county, and/or local governmental statutes, ordinances, and regulations, and any amendments thereto relating in any way to the ownership, use of, and improvements to lots within the Property. ARTICLE 4 -ENFORCEMENT 4.1 Enforcement: The Association and/or any person or persons owning any portion of the Property shall have the right to commence a proceeding against a person and/or entity violating or attempting to violate any covenant contained herein and further, to prevent him/her/iVthem from so doing and/or to recover any damages and/or other costs resulting from such violation(s) and/or attempted violation(s). Property owners are encouraged to attempt to resolve any dispute arising out of this Declaration through discussion or other informal means. Page 4 of 7 17625.005.doc including mediation. If an owner fails or refuses to perform any required maintenance, repair, reconstruction, replacement, restoration, or other obligation, or to make any payment required under this Declaration (the "Defaulting Owner"), and if such failure or refusal continues beyond five (5) days after written demand from the Association and/or another owner (the "Demand Owner"), then the Association and/or Demand Owner may perform the maintenance, repair, reconstruction, replacement, or restoration; make the payment; and/or otherwise cure the default, and send a statement of the cost thereof (the "Cure Costs") to the Defaulting Owner. The Association and/or the Demand Owner has a lien on any Defaulting Owner's lot for the amount of all Cure Costs paid. If the Defaulting Owner does not pay the Cure Costs within fourteen (14) days after the Association and/or Demand Owner sends the statement of the Cure Costs, then the Association and/or Demand Owner may, within thirty (30) days after the end of that fourteen (14) day period, record a Notice of the Lien against the lot of the Defaulting Owner, specifying the amount of the Cure Costs, in the real property records of King County, Washington. If this Notice is timely recorded, the lien for the Cure Costs may be foreclosed in the manner of foreclosing a mortgage on real property. In addition, the Association and/or any owner may enforce this Declaration by a suit in a court of competent jurisdiction, and the court in any such action shall have authority to award damages, to order payments of sums due under this Declaration, to order specific performance, and to grant any other appropriate legal, equitable, or other relief. 4.2 Attorney's Fees: In any judicial action to enforce these CC&Rs, the substantially prevailing party shall be entitled to recover attorney's fees, expert witness fees, and other costs incurred in connection with such a legal action or appeal. 4.3 Declarant/Association Liability: All owners within the property shall hold Declarant and the Association harmless from any actions taken or actions not taken under any section of these CC&Rs. By purchasing a lot in Khnor Short Plat, all owners agree that, to the extent permitted by law, neither Declarant (nor any officer, director, or representative of Declarant) nor the Association (nor any member of the Association) shall have any liability to the owners for any actions taken or actions not taken while acting as Declarant or the Association under these CC&Rs. Dated this __ day of ____________ , 20 __ . DECLARANT Socheat Khnor Signature Page 5 of 7 17625.005.doc STATE OF WASHINGTON COUNTY OF ____ _ ) ) ss. ) I certify that I know or have satisfactory evidence that _______________ _ (is/are) the person(s) who appeared before me, and said person(s) acknowledged that (he/she/they) signed this instrument and acknowledged ii to be (his/her/their) free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington Printed Name Residing at:--------------- Appointment Expires: ___________ _ Page 6 of 7 17625.005.doc EXHIBIT A LEGAL DESCRIPTION KHNOR SHORT PLAT THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985. (LEGAL DESCRIPTION IS PER TITLE REPORT BY FIDELITY NATIONAL TITLE #611100624 DATED APRIL 1, 2015.) Page 7 of 7 17625.005.doc When recorded return to: Socheat Khnor 26721 106th Ave SE Kent, WA 98030 ,,111,11,11111 ~ •~NNY QCO 73 811 0 -•--I OF 8112 . 0B/19/ztl15 14·82 KING COI.WTY, iiA E2750538 8B/19/ztl15 14:12 KING COUNTY, MR 20150819001255.001 SJLEAX $10.ee se.ee ?RGE-.ffl OF 001 QUIT CLAIM DEED THE GRANTOR, Pbanny Boun, a single person, for and in consideration of Love and Affection in hand paid, conveys and quit claims to Socheat Khnor, a single person, the GRANTEE, the following described real estate, situated in the County of King, State of Washington together with all after acquired title of the grantor(s) herein: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECflON 10, TOWNSHIP23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: EXCEl'f THE SOUTH 200 FEET; AND EXCEl'f THE WEST 12 FEET; AND EXCEl'f THE NORTH 110.04 FEET: AND EXCEl'f THE SOUTH 148 FEET OF THE NORTH 258.04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEl'fTHAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 6380985 Tax Parcel Nwnber: 102305-9139-01 Order: QuickView_ Doc: KC:2015 20150819001255-53033 Page 1 of 2 LPB 12-0S(r) rev 1212006 Page I of2 Created By: karen.defilippis Printed: 1/4/2016 11:31:25 AM PST Dated: ~ / ~ / Z..0 fr Orantor: Phanny Boun STATE OF COUNTY OF 20150819001255 002 Grantee: Socheat Khnor SS. I certify that I know or have satisfactory evidence that (iethe person(s) who appeared before me, and said person(s) acknowledged that signed this instrument, on oath stated that authorized to execute the instrument and acknowledge it as the of to be the free and voluntary act of such party(ies) for the uses and purposes mentioned in this instrument. D ... ,,. ~ l~_ I ?t,_ I? - Notary Public Slate of Washington THAO THI PHAN --- My Appointment Expirn Jul 23, 2018 .. ____ ... ___ ... _ ... ___ "' Order: QuickView_ Doc: KC:2015 20150819001255-53033 Notary~ l1f-1 f4f4.iv Notary Public in and for the State of I.,/£+ Residing at ~Tfl.e / _ 1 My appointment expires: z ')., / )-o I 2( Page 2 of 2 LPB 12-05(r) rev 12/2006 Page 2 of2 Created By: karen.defilippis Printed: 1/4/2016 11:31:25 AM PST WHEN RECOJIDBD P.ETURJ'..TO PHANN't'BOUN 19617 12th Ave. West Lynnwood, Wash, 9SD36 E1782228 ll/11/~fl HI.Ql2 Kf~ C lJNTY $,~ ICI SAL.E S4CI, flN Ott i:,tlc;i ell OF Ht CHICAGO TITLE IKSURANCE COMP ANY STATUTORY WARRANTY DEED Dated OCTOBER JO, 200D THE GRAN:'O~ YICKJE DIEP, A SJJ\'0!...E Pf..F.SON, AS TO AN 1.:NDIYIDED ONE TJ-l[RD !!',TERESI' for and w co::s::k:r~tDn of TEN l)OLL.\RS ,\ND O'rHER GOCD AND VALL"ADLE cor-:.~1:iERA nor-.· m hand pad. a::mvc~ and warrants Co l'lJAN."IY ,!GUN, A Sl:-.IGLE PER.SON the following deKnbe,J rt:al ::~tale S1tuatt:cl m tbi:: County of KING Tax Account N\lolber(s) 102.305-9139·01 Stale of W11~hmgt,m THE EAST RALF OF THE sounrWEST Q"JARTE?.. OF THE NORTHEAST Ql:ARTER OF THE NORTI!\fEST QUARTER OF SECTION lC, TC\\'NSaIP 23 NO!;:H, r.ANG~ 5 !;:AST, WILLAMETI'E M~RIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE SOUTH 200 l(EET, AND EXCEPT THE WE'ST 12 FEET, AND EXCEPT THE NORTH 110 04 FEET, A.."1:1 EXCEPT THE SOUT'.~ 148 FEET OF THE liORTH ~56 04 FEET LYING EAST 8F THE WEST 30 t'EET 0~ SAID SUBDIVISION, AND EXCEPT THAT PORTION CONV'EYED TO KING COUNTY BY DEEC RECORDED t'l-.'DER RECORDING NTJMEBR 5360985 SUBJECT TO EXCEPTIONS Se;" FORTH ON ;t:,,_'I'TACHE:J EXHIBIT ~A" AND E!Y THIS REFERENCE MADE A PART HEREOF AS :.:!-' fO:iLY IN'CORPOAATE.;D HEREIN VlCKIE OIEP Ord~r: [ll1100tJJ4 Doc: KC:2000 20001018001213 Page 1 of 3 0-eated By: bfrsher Printed: 4/9/2015 10:52:57 AM PSI = b STATE OF WASHINGTON COUNTY OF KING ss ON THIS A NOTARY ,/~ DAY OF OCTOBER, 20CO SEFCRE ME, THE UNDERSIGNEJ, PUBfaC IN AND FOR THE: S7~TE OP WASH:::NGTON, DULY COW.ISSWN'ED AN:1 SWORN, PERSONALLY APPEARED v:CKIE DIEP l<NOWN TO ME l'O BE TKE JND:VlDUAL{$) DESCRIBED I» AND WHO EXECUTE~ THE ~ITillN INSTRUMENT Al>,'D ACJQ.IOW~EDGED THAT SHE SIGNED AND SEALED THE SA.~E AS HER FREE Al-."D VOLtr.'ITARY ACT AND DE'ED, :FOR THE USES AND PURPOSES HEREIN MENTIO!-.'"ED --)~&ht:, l ~ NO'fl.RY SIGNATURE ~ PR I tf:'ED NAME BARBARA DANLER ~CTARY PUBLIC IN AND FOR THE S7ATE QF ~,T\SH:NGTON RESIDING AT MAPLE VALLEY ~rt COMMISSION EXPIRES ON os/l.a/~:. Order: 611100574 Doc: KC:2000 20001018001213 Page 2 of 3 Created By: bfisher Printed: 4/9/2015 10:52:57 Al"I PST = = = ~ CHICAGO TITLE INSURANCE COMPAt-."Y ---------------"EXH __ I_B_IT_A ______ E_sc_,_ow No 565867 EASEMENT AND THE TERMS AND C~NDIT:ONS THEREOF GRANTEE. PURPOSE AREA AFFECTED Rl:!CORDJ:;U RECORDING NUMBER. FUGET SOUND POWER & LIGHT CQMPA..'J'i, li. J,1'.J.SSACHUSET·1•s CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM WESTERLY PORTION OF SAID PREMISES JllLX 5, 1945 3483199 THE DESCRI?7ION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WI:'HIN THE PROPERTY HEREIN DESCRIBED F.A.SE)o'.Elf: A.."'ID THE 7ERMS AND CON:llTIONS THERECF GRAt,'"'I"EE PURPOSE AREA A?FECTZD RECORDED RECORDING NUMB£R KING COUNrt WATBR DI8TRI2T #90 'AATER Pll-'£.5 WESTERLY PORTICK OF SAI~ PREMISES SE~TEMBER 21, 19S6 41:!::1272 RIGHT '~'O MA.KE NECESSARY SLOPJ::S l'OK CUTS OR l'.iLLS UPON t'ROPERTY HEREIN DESCRIBED AS GRANTED IN DEED GRANTEE RECORDE:tl RECORDING NUMBER COUNTY OF KINC JULY 23, 1968 6380985 TERMS .ANr:: ::;'::!-."DIT:Ot,:S OF PROPOSED ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE AS PROVIDED BY ORDINANCE NUMBER 4025 RECORJEI: UNDER RECORDING NUMBER B61203~~55 AN.J ~HE CHARGES RELATED THERETO TERMS AND CONDITIONS, lF ru,.-y, CONTAI~'ED I~ K:NG COU'NTY ~'NRECOR.:lED LOT LINE AJJJllSTMEN'I' N'UMBER 8803032. SAID LOT LnIB AD..."'USTY.ENT MUST BE S~BMITT2P ~R REVIEW AND RECORDATIOK PRIOR ~O CLOSING E~ID Of EXCEPTIONS EXHIBIT "A." Crdi::;r: G111C0621 Doc KC:2000 20001018081213 Page 3 of 3 Created By: bfisher Printed: 4/9/2015 10:52:57 AM PST = '-" = = WHEN RECORDED REllJ~TO VICKIE DIE? 26612 lllTH FL::..CE SR KENT, WASH gee;.:. E1782218 111'/llfztN l4 41 KlNG COUNTI , l,M SIi~~ ti :: CHICAGO Tl'lLE INSURANCE COMPANY QUIT CLNM DEED PAGE ffl OF tltl 566B6? -/ ~q 1--, Dated OCTOBER 10, 2000 THEGRANTOR LARRY DIEP, A SINGLE PERSON for and m coruaderat,on or IN'HERT'T'ANCE convc;r.; ;rnd qmi tlauus. ta VICKIE DIEP, A S:NG~E PERSON !hf-bllowmi,; 1.kscnbed real estate s1tua!ed m Lhe County of KING logetl:er v,11.h all ;;lier acqu1rt1d tJ.tle of the grantor(sJ therem T.:l)I. Accoun! Nwnber(s) 102305 -9159-01 Stat~ cfWashmgto.i, THE EAST HALF OF THE SOUTHWEST QUAR7ER OF THE NORTKEAST QUARTSR OF THE NORTID-lEST QUARTER OF SECTION 10, TO~SHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERID!AN', IN KING COUNTY, WASHINGTON, EKCEPT THE SOUTH 200 ~EET, AND EXCEPT THE WEST 12 FEET, AND EXCEPT THE NORTH 110 04 FEET, AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 2SB 04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION, AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED TJNDER RECORDING NIJMBER 63805<:l~. Order; 611100624 Doc KC:2000 20001018001212 Page 1 of 2 Created By; bfisher Print~d: 4/9/2015 10:52:57 AM PST = = = = = = = ~ STATE OF WASHINGTON COUNTY OF KING ss ON THIS ~/ DAY OF ~CTOBER, 2000 BEFORE ME, THE UNDERSIGNED, A NOTARY P\JB:.rc IN AND F'OR !'RE STATE OF WASHINGTON, DIJLY C'OMM1SSIONED AND SWORN, PERSONALLY AFPEARED LARRY DIEP KNOWN TO ME TO BE THE INDIVIDUAL(S) ;;JESCRIEED IN A..'fil WHO EXECUTED THE WITIUN INSTRUMENT JI.NU ACJ<N:)WL~DU£0 '!RAT HE SIGN~D l\..'•;c sEA.:.,EC THE :JAME AS HIS FREE AND VCLUNTJlRY ACT AND DEED, FOR THE uses ANO PURPOSES HERE=~ MENTION£~ ,, , ~©¢,~ NOTARY SIGNATURE PRINTED NAME B~BARA DANLER NOTARY PUBLIC IN Al'1D FOR THE STATE OF WASHINGTON R~SIDING ~T MAPLE Vl\l,LEY MY COMl".ISSION EXPIRES Olil Q:i/10/01 : Orde" 611100624 Doc: KC:2000 20001018001212 Page 2 of 2 Created By: bfisher Printed: 4/9/2015 10:52:57 AM PST = = = WHEN RECORDED RETURN TO 1111111111111~!1 Nen~ _il.!..G\ie; D,EP ... -·· __ _ 20000830001333 ,•,.ddress .::...ce:J.-/11 ii.. g1 _J~ CHICAGO TITL& QCC 9 ee PQGI 11:1 OF 112 C;ty. Stati:, Zlf k.,b,.ir: w/t q,.P4 3 / ~,~~'r!''Jl E1773111 M/Zlflffl 11.H IC~ ~TY, ~A SAU Ii :: @. Chicago 1ide Insurance Company 701 5th Avenue, Suite 1700, Sll!lattle, Waslur.gton 98104 Cj / QUIT CLAIM DEED THE GRA.''..ffOR for and it: co1:s1derauon of ~onveys and q111t i::Jrum, to the following descnbed real estate, situated m the County of Kl?>;G tmi:ether with all after acau1red t&tle of the 1trantor{{i hemn LPB No. 12 , St.ale of Waslunsic;i,, LEGAL DESCRIPTION ATTACHED HLRE.:70 N:-:> t~;l A PAI".'.' lI'.:'is~:l"F STATE OFWASHlNGIDN COlrml' OF KiNG ___ ) On fills~ day of~, 1000_ befoce me, the Wl.:lerstgned. n nollry :n 1.od for t....,e sr~rc uf WaWilgton, cluly 1s,umed and SWOm._]lerSonally appeared t:1UU HoANG-----kn-,--- 10 me to be the u.dmdllll(s) dcscn~ m and 'Mio e;ui,,;lltoi:l the wuhm m.¢:uo,.""'t and •claiowkd~ Wat _\i.z... s1gn.ed 1md &eealed the WIie as~ fr~ and Voh10.tary lid Ind deed, for lhe lJS1!iil md DATED r-- ~?'~~r;~m 7:~- ,= --:;.o~~ ' PnntedN,;,m~-~ Notu)' Public m and fw: ~11 st..t,,ttfW1slunet,oa R,mdmg•t Sro:tU:'.~ Myappumtmeotcxprru I.J"f-CJ/ Order: 6E100624 Doc: KC:2000 20000830001333 Page 1 of 2 0-eated By: bfisher Printed: 4/9/2015 10:52:57 AM PST = = = '" = = = = = "' CHICAGO TITLE IN,URANCE COMPANY Order No OC(t566867 LEGAL DESCRIPTION THE EA!:':' HALF OF TH3 SOUTHWEST QUARTER CF THE ~ORTHEAST Q:JARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSMIP 23 ~"'ORTH, RANGE 5 EAST, WILLAMETTE MER!DIAN, IN KING COUNTY~ ~ASHINGTON, EXCEP~ "rHE SOUTH 200 FEET; .M,."'D EXCEPT :J!E WEST 12 FEE?, AND EXCEPT THE :mRTH 110 04 FEET, AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258 04 FEET LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION; AND l!XC'El:1T THAT PORTION CONVEYED TO KING COUN'I'Y BY DEED RECORDED UNDER RECORDING NUMBER 6380985 LBOALl/RDA/:J999 Order: 611100624 Coe: KC:2000 20000bJOOOl:.l33 Page 2 ot 2 Created By: bfisher Printed: 4/9/2015 10:52:57 AM PST • ·J filed for Ri:,;ord al lh<.: R~qucsl oI ,\i "li·l< RH'(J!m!N(,, MAil. To Michael Kovach 7!0 Cherry Streel Set11!ie. Washington 981·°'1 • • E1697324 17/12/196 1~:!Z IOHG COt.llrlTY, 1,/Q J~~ H:: Quit Claim Deed , nun1 Knnor. Grantor, for ad ir1 comidl'1<Hion i.:ifOne Do,Jar :s I OOj a11<l Dlh~r guud :illlO valuahle cons1dcratio11, con\·ey~ mu.I q>Jit claim~ Lu Pharmy Aou(l, as hrr .separak" propt:ny, Grantee, all of his interest 111 certain real pruvert} located m f..:mg rou:1ty. \\ .i~hingwn and commonl:, kntmn as 11·11.J. 13i'u' Ave , S E, Renton, Washington 98056, aml v.hicl1 i~ 1nu1.:: panicularly descnhcd as follows llic· LLsL h~I I u:· 111,-S,,t,thl\Oi qu..rkr ot th, '.'iorth,:..i~t CjliiHkr ol"tht: Nortlrn ~st quJrt(r _ s~~\hJ/1 I (I. fu1c11ih1~ 1.: \ion!~. Ra.1,;: 5 t-,.1,.'; •. \r ~1. m 1'..mg ..:ount~. W.aslu11gton. l"\CEPT ti·,i S~1.01 ~CG '..-..:1 --\\!J EXCEPT tl:c Wcs1 12 t:.Xt. .\",·[) E\f'l·.PT :h~ r,..·orth 11111;.l foct. \ '\D [\(TPT t!~· 50111h 1-l~ fo.:t ofLl1,.; \orth .!5X f/4 fc..:1. kss th•·~! Iii fi,:,.:t l,f the \\"c:;( JO fo.:t . . A\D E;o..[FPT ttl.11 poruoo ccr11c,~d 10 Kin_g r,·ou~!~ li~ Dnd rlM':rricrl under R~c-:n1mg 1-;" l,)~111):,i~ .-.1..11 ~lluJt~d 111 Kmg [ olmt~ \'ias! 1nglon QI 11 (I ,.\I\I ~d J •• P.-\liE J !IIIIIIIIIUIIIU ;;r.;.j: l'lllillll: C#llll., aco •·" Dreier: 6~100624 Doc KC:1999 19990712002101 • ::lelof2 • Cre§ted By: bflsher P'lnted: 4/9/2015 :0:52:56 AM PST • • Assessor's Pa~;xl No 11;2)\1_,.~ ; W~I I F..XEC'l.'TF.DTHIS _ Day of J~t{ !J 999 l (cnil~ !hill' ~."Q'LI o: bnc ,;.111sfac11m L"'l1dcncc 1ha1 Chum Kh!IC)r 1s ti,~ pcr~n 11ho appc.ll\:d bd,m: 1• . ...: ~1kl ~cJ..no\1IClii;t.:2 :t:.J1 lie •.1~; aul1101v,xl !O ,1gn 1111~ 1n;lrnmcnl. 11ml llic ~1,1;11;1turcs Qn 1lm 1111tru:i,c11t 11crc his .1nd 1h~1 l•.c llild signC,:: 1!11~ rm.lnum:111,131111 lri:c and ,oltmtan ~ct for the us.cs a.d pmp<l!>C~ IIICnl!OllCd 111 lhC lllstrurn~lll,: ., ' ~);_""_, _lrj D~1cd ilH~ LI_ d.1, ()( ..liif<.t!-. I 'l'J'J 0. QI 1: C1..11:.1D11:ll --P\Gl 2 Orcer: 6fnJ0624 )oc: KC: 1999 19990712002101 • le2of2 cnii-fed>-By: bfisher Printed: 4/9/2015 10:52:57 AM. PST ' 'i • 0 ® TICOR TITlE INSURANCE HVUUII ~1,,,,..,.1 filed (or Rtc0:d 1.L R~ucat o( AFTER RECORDING MA.IL T01 Leu Diep 323.~ S. l87th St. Seattle, ~A 98188 0 0 0 C • ~ ~ ., ' ---------------------------------~ ron,c t. 5.\i R ~ Quit Claim Deed THANH TUNG DIEP 0 N " ., ., ~ ~ .. Decree Df Dissolution, King County No. S2-3-07926-~ LAU GlrP tl\, ldlovLt,J .i,1cr1ticd rnl Htat,, 1lt111~d ln th, County a( KING THE EAST HALF OF T1iE SOUTHWEST QUARTER OF 'I'HE NOR'I'HEAST QUAR'J'BR m,' TH.E NORTHWEST 1/4, SECTIOlf 10, TOWNSHIP 23 NORTH 1 RANGE S :E:AST, W',M,, Ilf RING COUNTY, WASHINGTON; EXCEPT~ SOUTH 200 FEE'l't AND EXCEPI' 'l'HE WEST 12 FEET; AND EXCEPT THE NORTH ].10,04 FEET: AND EXCEPT THE SOUTH 148 FEET OF TW: NORTH 25~. 0-1 FEET, LESS THE EAST 1 B FEET OF THE Wl:ST ) 0 FEE'r; AND EXCEPT .'fflAT PORTION CONVE'lEO TO KING COUNTY BE DEED RECORDED UNDER RECORCING NO. 6380985. SITUATE IN THE COUNTY OF !UNG, STATE OP' WAsHINGTON '''''_fj~~"'' Thanh Tung Oiep -----..... ---·············-·· •••• -·-•••• ___ t:stlll I THhNH TUNG 01 EP Oq thl• d,y punnllly appurd b•[au ..a to no<: kn...., t~ lie. t'M tndlYLdu,t deutLbtd ln •nil 111\o c..ocu.t•d l"'-w~ll!.l11 ,nd hn,olng in1u.-11c, ui4 ~Cr [!n ind ¥al11nt,rt ut u,d dn~\11• <;;he i liMtl lhl U9'!1 u II . , .... ,,,, ..... . UICI ~~<I ;,ufpQIU d1gf°cll(','M1~~'.L.,....1.il, ... , .. , Crder:' 511 i00624 Doc; KC;l994 9403022274-PaQe 1 of 1 -:•,;-. ---·--•--c·----·- Cr~ted"By: bfisher"° I Print,: 4/9/2015 10:52:56 AM PST el i1 gi w t- " a > c ~ ~ 0 a w• r, ~-' a• ~- ~ a 0 "' Fiicd for Rci:ord at R~ucst cf Heme Escro~ Servicc9, lnc. AFTER RECOF.DING MAil TO: Name ____ T~H~,~"'1=-~IY~N~G~-~T~-~P~IE'~P'------------- Address 3235 SO 187TH ST City, Smte, Zip SEATI'LE t..'A. 98188 ~---------~o 0 0 0 OJ ~ m ~ _r.:;·':'~·:o:•~':''~·_::':"~':'~'~------------------...':============;./~ 59S-Sg r- (7'I )/) ... 0 N (1) <:: c, (1) QUIT CLAIM DEED THEGRANTOR L\U DIEP, A HARR:.E:D MAfJ AS HIS SEPERATE ESTATE, AS TO hN (JNDIVIDED 1/3 Hl':'EREST for .llltl in ~on!iidct~lioc or £ST/u!LIS11 MARllAL c~ITY I.tf!EP.:EST ctmvcys nn<l quit clnWl5 lo L\.U DIEP AND THANH-TUNG·:·DIEP, HUS.BAND AND l,i'lfE AS TO .-\N UflOIVIDED l(J INTEREST the following de.scribed rc11.! c,tati; situated in the Couoly of KUIC State of Washmg.tor,, togci..bcr with nll aflcr ,1cr1uircd tiUe of 1hc grantor(&) 1hc.rc.i1J" THE i:JIST HALF or THE sounr..EsT (;!UARTER OF THE NORTHEAST QUARTER Of nu:. NORnrwest 1/4, SECTION 10, '::O\INSHIP 23 NORTil, RANGE 5 F.AST, l,LH.,, IN KUlG COWi"TY, \lASJi :t.C10ll; EXCEPr THE-SOl.:H 200 FEE':'; AND EXCEP'l' THE ~EST 12 FETI; A..~D EXCEPT THE '.i1RTH 110,04 r'?:!."t; AND EXCl:.PT TilF. SOUTH 148 FEET OF THE UORTil 258.04 FEET, LESS THE ~\S~ 18 FELT OF lHE UEST JO FGE1; AND EXCEPT TriA! POR!lOM r.O~"VE'iED TO KING COUNTf BY DEED RECORDED UNDER RECORDING ~a. 6~80985. S~TUATE IN THE COUNT'Y OF KING, SIATF. OF \JASHiNC.rtON. Dal~ I r,u1,u.s t ,--_· -"-'-'-- lAU DIEP STATE Of h'AS'USGTQN } ~ COVNTYOF~K~luNG'"----~ I ccr!ify tbJI I know or have satisfactory evii:kace that UlI..JllliL--------------- -----M._. lhc pi:.r.'l(l/t_ who :ippeJ.Jcd bdote we, 11.lld .5aid pciwn __ .udnowlcdged lwll lie:__..._.. signet.I this instrnmcrit Md 11clu1owkc.Jged ii to bc.JdL_ free and volWJtary 11d for the llSc.5 a.ud purpc,ses 111~n:10ni.J in this io.s1r-umt:!lll(\ .. _ C.,, n~1c:1· x·IK~t;. NO{~ ~1iJw and for the s1Lc: or~W,<AS>1tt1JIAH!i.GTP!ll<HL.. ____ _ Raiding at DONNE\' LM'..E !YJS.11 Mya~ntmeriteiJ}ilff: 1~Ji1:ti!5dHMJ lllf'f ~d ll()tJMJ l I I, I \ r f. ,, • Order: 6111006l4 Doc: KC:1992"'1208201597 Page 1 of 1 Created By: bfisher Printed: 4/9/2015 10:52:56 AM PST "' ~ u 0 n "' " w I 2 I I ! I /, ,, llotni:! l:scrow S,,rvicl!!:, lnc. AFTER R;:::CORDING MAIL ro· N<1m~ ___ _JISlcc,cae,c· _:,-:_c•,;_,:rncw,_.acc.•c,c·'c,,,.,,c__c'e,,ec. ________ _ 0 0 0 a QUIT CLAIM DEED 'C I" t'-lo"--/u.l":,\xuyJ ri :i--S-1 ~y -.,..L.,(~ . J. 1' 7 v-.,!__0 p h:i n, \. "/ Dm fl g: Tl !E C,lt,\N'f<H I [1,r anJ in rn11.~idcr: ,iun of 5EPERA7!: rf!OrE.RIT Of' SPOUSE--CLEAR TITLE OF COMHUNITY Cl.AIM f\'\l\e..'.I t1'.l ,,1111i.:y1 ;1ni.l 1p:i1 cl;,ims r11 ['IIAtClY BOutl, t, ~~ PERSJt." ~.S IJER SE?EMTE ESTATE ;/.c f:,i .... 1·i,1g. d~~cril,d rc~I t'll~l::, ~il11atd i111li-.:: C;,t1rly11f i:ING all af1cr ;i~q ,lircJ 1i1k nf iii~ p,tnlur(~) 1 l1cr~in: Slate r:f \\.'cl!n51 on, !ogclhcr with TIii·: E/,ST 1:,,1.F OF TIIE sOUTll'illST QUARTER OF THE NORTllfAST QUARTER or rm; NOR7H\lESI l/1,, SliCT!Oti 10, TO\J~lSHIP D t:vRTI!, M!:CE 5 EAST, \.1,1'{., IN !<INC COUNTY, \.l'1\$fl INGTON: EXCEPT TIIF. SOUTH 200 FEET, i\ND cxcr:rr THE \.IEST 12 FECT: AND EXCEPT rm; i:o:ml 110.0t, FF-ET; AND E:X.CEl'T TilE SOUTH V.B FEET OF TUE NORTH 258.011 FEST, U:SS TIIE E1\ST lll Ff::-'.T OF THE 1,./EST 30 l'l·:f.r; ilND EX.CEPI Illflt PORTlON' CO!N£YED TO KING r:outn'Y C.Y JEE) HECORPED lHmtR lcECOi\bli:c ~10. G]809B:>. SITUATE IN THE COUNTY OF Y.!J!C, STl•ii' (lt' l.!(,SIIWCTON :,;T,\TE 0·.'_1-lt:SJWl_GTIJfL ____ } COUNT'I' {H' .• );H:C ss " ,- 1 cL:nift tli.11 I kn,.,1,· ur h:i1•c s1,1isfactmy c1·i,.kaLt \h:,l 'D:\;\'A-t,.j l\)i bv,' J ~ <?+:] U 'l'::!'i ( ·'lj t:J~ (2.._ _____ .,, ______ :"jf_ tlic pcr.,rn,..'.::-.. wl11, ;,ppcar1:~ l,cfor~ rc,c, ;,nJ ~aitl pcr~1ml_m~1rnwktlgttl 1h~1 \l,c:.....".-~i)•.11..:,l 1hi, ; l,lrumi:nt and .idm1\l"ki.l~~d it !u hi::::b:i.:n,__ free and vu\unl:tl)' :t<'t for th..:. 1~1:~ ~~J r-urpmc~ Pl\c·11lirumli11llii~i, r(,-,..u; U;11i:d· N,,,;lri.-l't<hlic ir, ;m<l for the .St.i1c ;1f ,,,,ASHINGTON f Rc""idinpl '5£dHJ l\~!~i..-·,· ___ __.f ____ _ r\ly nppoinlm~nt i.:,'!pir~.1.: --"-c~c-c'1-_,c_ul,,__ ________ _ 11·11.1! ,_ ru "' ru ~ w Created BY: btisher Printed: 4/9/2015 10:52:56 A1'1. µST " C ,. /j i'iict! fnr Rccmd ;1\ lb.:t)lll:~l of !low• Escz:-ow si,-rvl.c.!s, Inc. 0 0 0 0 0 " ~ 1\FTER RECORDING MAIL TO: O C, N.::une ___ _;is'lc,.·,c"C"C''C--''"'""""---------------- f\vl' N • City.State.Zip S[/IJLI, '.JA 98125 ru m m 1:i:c1 o·~ nurnb,·r; r'.02922 ~ ----------------------'========c;;::;=:::=!.~ Statutory Warranty Deed 5TIS::,-~·s , 17 -~ TliJ.;(;tlAN'rlll{ LlO~!G DAT\G, U.IJ DIEr. AND PHAN1'1'f fiOUtl, EACH AS TO All UNDinDED 1/) r :: r::r:r·:sr l'ur .wl i11 w:i~ii,~r.1'.i.,11 l,i-n::.N DOLU,RS AND OTIIER GOOD M:D VALUABLE CGNSI0f.RAT10N i11b;111Jp:1;J, ~on,·~)·~andw;m.::.n:~1a I%\!:t1Y 3ou:1, A HARRI.ED IJIJfl;\N AS HER SEPEllATE E'.S!ATE, AS TO A 2/1 L:~DIV:cco INTEREST A1l,) v.u c: E:!' i\ MRRU:D !".Af/ AS HIS SEPE.RATE ESTATE AS TO AN LrmJVl!l::J 1/3 ltffEREST • 111,· fol:w.,'.1.!', ,k,n·: •cd rr.:;1] ~~1a:1,;, si111;11~t: in I h ~ ("11 1111\}' of KI ~G , Stnl~ of Washi11g1Lm :m: i·:1\~T lli,LF OF TiiE SOIJTl!n'E~T QU,\R1ER. OF TIIE ~JORT!lf./,ST QUAR:'C:R Cf THE NORTHWEST 1/i,, SLCT':O~I lO, TO\JtJs;tI!" 21 NC?.Tli, RAPGZ: 5 ~ST, IJ.H., IN KUIG rnUNTY, \.'ASH I:!GTON: r,:;,:CF.PT THE soun :.iao F:'.:ET: MID EX·:Err THE ~·EST 12 FEET; M'D £.XCEPI ·:Hf. tJOlffll 110.0t, FEET; /1.tm E.\CE!'T Tlll.': SG:JTtl -;_1,B FE:E:: JF TIIE l:ORTJ. 25B.D4 FF.ET, LESS Tl![ l:(,~·r lB FEET fll" Tl\£. \..'EST JO H':F.1: /\t:D EXCEP: 111 • .\7 PORT-.:CN CC:NEYED 70 ICtiG rnw:ri' !',',' [)l•:rn RECORDED l:1',;IJl•:H l\ECORJ::,.;G NO. 6)80~85. SJTUA';'[. Itl 11\t COll/l?i:' OF i'.Ttr(:, ST,\H: O[·' l~ASHiliGTOti. lJ.,t~·tl I h., 1992 -·I · --/--2,:, Lit£ 'c.ecc~ ,,,, ••••••-••••H,,,;;,.;;, •• ,.,,-,,•••••••H•••••><,HO•••, L.lu Dfop· fly JJ,,n.:; . By lly ................. _ ....... ----·· '\T,\Tlc CJl'___',.;,\SU..:.:.:.C:.11.Q!J. ___ _ cou;,."TY ouar:r. } ·'·' I ~l'lliry th:11 I l:11,111· o\r li:!I'~' s:itisfociury .:videm·.: th:,1 lll!...ll.IEP DO;'.V' P~tJ'. ~NP PHONID' RO'JN -------·-.·1.1:t_ tli~ r~r,,;(,nc' .. ll'hu .~1•ro,;:11t<l before rnt, ~ntl 5:iid pcrsonL-acknowlcdJ:Jcd th.:.t .tllC"y_ .,if:1:t·d thi;: in11run1rn1 :ind ad/Hlllil•d,1:t:d it 111 he the ti:-free ~~J \·obnt~r)I .1ct for lht u~cs nnd jlUrpaSC!:. (;,: ·11~111i,,n,•d i11 11,1.1 i11,1rumcnl. '.-:. 1- LPB-IO '" f I ..-/.(_ --. ./.II Nol:iry Public in am.! for ihc,Stalc o! ¥¥oo>SlililJt[IG~TUQlNL _____ _ Rt·~i!ling nt / i,v.:·n1 1· i-, ~l.1· .ip1..:1i11tmcnL ~Jpirc.1: _ _:"-:c-c,e' c·_' 1'-~C. --------- ~ m "-ru "' ru ~ '" Order: 611100624 Doc: KC:1992 920814:634 Page 1,,. ,· • Printed: 4/9/2015 10:52:56 AM PST riled 1Qf lhe N(Xlfd a\ u-,e t,i;,quesl d' LJ\WYEns Tln.E COMP>.NY \.; "6 30~ {p Filtd [Of Rct:Ofd ill :R~Ul::$l of Home !scr~v Service•. Inc~ ::::• """"---""'-"-'=------------O/Q4/J9: - RECO F RECFEE CASHSL ,_.;. = ~.00 2.00 ,t~,tq.OQ 55 for ar.dill~ol 'Ten doll.ar:11 and ot:he.r valuable consldn·~lon ....... ,...,_..,....,_., ·r,.u »lo.'~ ... Oong o.n,, a 11o11nied pe·uoi::i u thler: Hp1r:at._u·c.trce &J:lll. runny~. • -.a:ni:111d per.so• ..a thier JJepal".&C• esute 1hc.~delcrhdwii~~ln1lit:CouA1yar Klt1-g ,suaa.Jw~ nra P>SI HAU' OF 't!f1L soutinrut QUIJltD. OF 'nll. ROl.111WT Q\Wlt'Ell 0, YIIE lKIB.Tffll!ST QUARTER, SECTIDil 10 0 ?Oln(sHJP 23 JKIKnf, R,.Uw;;X S !AS1', \l,K,t'llf XUiC CCIUlln', By UASHlNCTOfl; &XCEPf l1l.B SOUnt :200 FEETj; ~ EXCE.Pt 'DIE VEST ll Fll'l': MID EX.CUf THI NOR.TH 110.06 rttr; AMP aczn nl! srxnx 148 FEET or llll.lfOln!,254.04 rm. utSS 'nm L\ST 18 FUT or TRI rut 30 FUT;; AUD IXCEPT THAT 1'Qlfl0N COIII\T/ED 10 XUIC COOJm IY DUD a=J>D IIBODI UCIOIW111G MO, 6)809U. SIJ&Jt.C1' t'O uQl"t TO MAXI NECESSMt.Y SLO?ES FOl CUTS Cl: nus· t1l'Cff nQi'EIIY l-l!J!.tlJI D!SOtllD AS ~-IY [)Ell) JtECOP.DtD VNDER.~ lt!CCllD[NO ')I0 7638091S, sutmrl' 'l'O f'M:ll.l'L'Y OWCE81 IF mis na.J.nl},:; BU'?' NO'l'.Lit!l'l1D TO lC.aC-UP CR o:Mm:TJOI (:3WQ;S MG>. LATfll::MER awa;$ fat SMIT~ -smER. SER\l'le& F"'4CILITIES EN ClT'l c, Rf.Ntaii i\S orsaoom BY IN.STROMDrl'· 1s,--~ aCE:R m,x,u>1N<l tQllER 861203l•SS, dqof April By------------ STATE.OF. Yasbicytrm }. " COUNTY Of-K~luD'II----- ';;,, _} ; ' -,·-,." 1 1 ' l J n :"~:~v:5' U Pi ; < · I 0 KC:1990 900"1190173 Page 1 of 1 Created Hy: bfisher Printed; 4/9/201510:52:56 AM·P T hilt Jul 5-45 3483199 ~D2l•4S il.&oYo Thocea J. c~ozier end Dora Crozler,h•t to i>ug•t. Sound 8o1'er k L1ght Ooapen.y,• Mau corp T-h• tpe cm•y &. grant to ap its at.a,tte r1 gh ty-•emu tileNo.29700,90 --•llal• Une --ta.: Th• 8' ot the ll or the llit or tba NBt of the Nw4 rJt Seo 10 T p 23 N as nu 'th• OD,r lD-•Al8 the I aid• of a private r oed elg the W •14• of ad tno,. Tlfll the right at ell t1mu--(Om1t par to Blast)-~ ug IDUil.a Ill ,aa ~ ~ aa *Pa au m Thom.ea J. &1•st•zOrozier Dore Crozier to• Jun2)-45 brtho••• J.~rozier andDore Crozier,bet Ed•b r dP .~hwing npforWnr•••tS(n•Feb 3.47) ~lto ap C1ty --' ,n : .. AG::.,:,;·;_:.1' :i...d c t it'~ 25 d -:?y o r ___ <!:_._~_ ... _o;-_.,.._ ..... ::;;.-.. I __ _ 19~. by r nd bct\1c e r., __ u_o,..;:..-_A_._1_o_n&h.c._0_1_t __ _ o.nd. ____________ _ xxxx unc Count.r ~1 :i ·,1.rob p .. l:"1'.i oa o f ~he l"i :-~t pr~, and ~r.e ----- •rt e r b t rict We. 90 , a c un1cipl..l corix>rc.t .l on o f ___ ._1_111 ______ Co:.:n t y , S tc,tc cf :·;;.!l h~r.p:t o n , p~ rt:, of the n ccond ~·rt.: wrm.:..JSt"TH: Thr t ~-.1~ r .r'.i c s of t ~o :ir:,t p:.r;, _·or i nt! i n c o n 11 t d er:t1or. c ~ t he ~u m r,f :·1.r, t o th!.!". .n i::~ r..:.i d t :· t ho a c.1<! pcrty .>f tr.o ~"Cl'.'n.: ;,·-:-., .. nd o the r v c l~ble C:J :"l!li d cr t i on, r e ceipt wh ~reof U :.c rcb y ::cJ.::.owh-d ,•o?d, do by these pr-o::ic ttt as e:ni.nt , bz:.r 3 ~1 r., s ell, co:,vey, r nd ::onf1= unto ·.he :;aid pr rty o! the !le cond ;'7!""t 3 ri r.ht-ot-wa 1 o r of1 o occmt r or l ____ _ , . .;.ter l'l pu -----------------------,-.1th tho r.c ee s sury ::i.r,;--;.:..-t.G ~ oncf':: :i ·,cr , t h r e w., ~:,·o o :i ,;.nd uron t h e following r!o ec r1 bc cl f t"<)")ort,y ting Comrt 7 s i tW?.tcd in. __________________ , '.:fo a h ineton , i,11 rt.1 cul · :-ly de ~c r ib('d ts f o llo w~: 7n : t p •.rt or ..; u c t.1or. l Ot l'o ,n :it.1 p :'J No rth, Ii.a n~ 5 !:...e t '-1'.tl., de11 cr1 bed L Ii r o llowu Tb• Weeterl7 )O t .. t. o! t he Ei at t he sw t of the NEt ot the 111ft, Le .. Jeat 12 feet t hel'90t, !At~• the South 700 fNt. -~· ...... "'W ~-. ·• . . ' ... o . =-l ;. ~r •c ,:1 nr .ry c·,r.r. :• 1 ?r.; · ·.c:-c :~· , , 1~ .• •.rt tr.;l.:--r1nr .. r,y :e i:r l o b li1u ;- ~l ~ .. r ir..~ r.r ~-·=~~:.t:"\J~.1 r r, ,f s .. !d ______ .,.;.11::.:.t.::e.:.r~~..:i;,1?;.:e~•:.....-----------1 •r.e ur.~er ;l !=--c,c . :. r.o t .. ry pu:>l1c !r: t.nd for t~c S~.::.t e ~r ·~· ... s ~!·,~on . 1-•n b y :ert1:"y tt-J t "n t l ie '"-z./d ~y or ~, .. ..;;;, f , .9.a_, r .::'S<'n.~1 1, .. ?.:-=o r·'.l ::-~r~:-c :-:c -:::/~~~/ • .J~:.:_g ,...:~.kv ,nd ) ~ j 7 -4-c?(..., ~ /'.2:,. ~£:, t.O Q C k oo 'Tl t.o bcJ t::c, l~lvid ·~.}S d e ,s , r1bed 1D l.tl'i l>f!'.O cxr cuted t.b e !:>ro.,--011:14: 1 : !I • :-..:.'"X'nt , ,n:l _ ;l-no•·l c<!~cd ,, .. r ~bi ... ;~;1,Jl"Jlcd , ~ so.l e d t ho s :.i:ir .. :s t t .r 1r :·r oa ru'>d \-olw:t.: r,--.:· s.;'%1 " , ... r. ~~ )"p.r1t11Ji• 1u &c o ..nd ;,1::-,/lt1es th cn1n acat 1 -:n e,d . .. ' ' .. ·~ ·~-;~ar ::rr ~..:.nd c.r...! ~f !t eh l o &l t~e d. ;· :.nd y c:::r l z.~: t.',;~n • # I \ .• I ·,n11-·: / '•r'I' t ,•f , •"' lo "'••••I 1 ................ ..,... ,. . .,.,~ F ...,W,,,. rA,, .. ..... ., ......... _. ,.,, ~-~-. . ~·~a .... ... J'1.a--•a,...__..,.,,_..,.~,;~~-~---.i ... Mz .... 0..,,., ,,111 ... ~ .•.. -·.-, • .-:'t Jo.· u ·~ ...... .... ......... ~ ....................... ....a ......... . The C. li2 ft, of the S.W . "of the •.t. le of tN •• if. le of Sec. 10, Twp . Z) N., R. 5 t.w .... , Ian the s. 200 ft. incluelec:t within• ,trip of lencl &Ii ft. 1n width, hev1ng liZ ft. of auch width on eKh aide of a cantuli"I oa,c:rlbacl a1 foll-1 leglMlng at the s.111. corner o i lne L It of the [. .. of the s.w. le of Sec:. 10, T"". 23 "·· R. 5 c.111,,., thence N. o• 01• 17" t. along the v. line or at!d 1ubclh'11iori • dlatanc:• of IS:,.jl) ft ., thence along the arc or • curve to the left having a radlu1 of l,&oo ft., a dhunca of 1,S.U 'ft. thence 111. 6• 58• lo)""'· • dl1tanc. of Zlli.56 ft, thence •lo,,g the arc: or a curve to the right, having a radius of 1,&oo h., a dl.1tMC:11 of 1,S.U ft , thence u. o• 01 • 17•1 c. a distance or -82.58 ft., ti.nee ah1n9 tt. arc: of a curve to tne right having a rad\~1 of 1,&oo ft •• a distance of l,S.liB ft ., thence N . 7• 01' 17" (. a distenc:e of 216.12 ft ., thenc:. along the arc of a curve to tl'>e left having a r.olu1 of 1,600 ft.• dl1tanc• of 1,S.01 ft,, thence N. o• 02 1 22" £. a dlatanc:• of 2,029.60 ft .• tflenc• N. 1• 20 1 15" E. a distance of loSl.99 rt. thence along the arc of a curve to tlMI rlgf,t having a r~tus of 1,600 ft., a dhtanca of IOI ,Sit ft., thence N. Ii• S8 1 22 " (. a d l atanc:e of "65.68 ft , to• teralnua OIi tt. centerline of tMI Ranton,l$$~ah Ad, In Sec . 3, TIC). 2)111., ~. S [.W ,M, at Stete Highway Sta. 176 + 7~.51 , Containing o .~li Acr•• more or len . R/'W 1)8th Ave. S.£. (S .£. 128th St. to llenton-IIH4'ah lid.) 1~•idl•,.u .. ~oll~-----· ............. ,....., .... _._._, .... ~~.la....._, .. ..._.,._ ... en I hr..,._ _ ....... _____ If ........ _... .......... ..,_ .... __ .................... u..--" ..... ., .......... .....,. .. Llooc-atJ .,,_,, ___ __,,: .. s ..... n ... c_----~· ..... ., ........... n...4 u,,....__:lc:.Cl.:t ;:.h_ .-, _, ____ J'.~ul__.:r,__ __ , .. ,~ L D. JI~ f~;~~ ·------} ..... J __ / __ £1.C>.') ____ _ ' W?TJQM , ·_e.4~~&W -... JTl'a .. _,.. .. ___ ...11,1,j.._...;..;...;...alll! -1'1-..., ............... _ .. ,.. ... '1i!&iliii:~ J I , I iJ( ! ~ i I I J 1 ! l! ! 5: l --··--·-----.,==================:I l -·-·-===========--==-=,....~ .... I ; f --· - f::r; .. ...-12/03 ,_ RECl, F > 9" QX. \'~~NTON , WASHING,foi!fHSL \)lf, ; .. Q~ID~~~E NO . 4025 ti'< ii•.£. ' \ \ \ ,::. \ \\.' 1· AN ORDINAN(OC~i''.~1hfict,1fy OF RENTON, WASHINGTON, ESTABLISHING A1'1>1h'IiosED ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN THE HONEYCREEK INTERCEPTOR SERVICE AREA AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES . 10.00 lli.455 E: *'**10. 00 11 THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I: There is hereby created a sanitary sewer service special assessment district for the Honeycreek Interceptor area in the northeast quadrant of the City of Renton which area is more particularly described as ~ollows : See Exhibit "A" attached hereto and made a part hereof as if fully set forth herein. A map of the project area is attached as Ex hibit "B" and made a part hereof as if fully set forth.) SECTION II: Persons c onnecting to the sanitary sewer facilities in this Special Assessment District which properties have not been charged or assessed with the cost of the sanitary sewer main, shall pay in addition to the payment of the connection permit fee and in addition to the general facility and trunk connection charge, the following additional fees: A. Area Charges (See Exhibit •A• and •a-) Residence dwelling units, apartments or equivalents: $250.00 per dwelling unit Commercial Development : -5¢ per square foot of gross site area B. Front Footage Charges: (See Exhibit •c• and •o•) There is hereby created a subdistrict within the Honeycreek Interceptor Special Assessment District consisting of properties fronting on Interceptor Sewer: CERTIFICATE I, tlla ~. Maxine E. Motor Clllfleflll City of Renton, w.111 ...... a,tlfy. llll .... It I true and carrect copy of Ordinance .. No ··492) Subscribed and Sealed thl1.....l!:!!.., ~ llf~tlt~. z??ff:.t<:::ckJ #~ FU.ED FOR RECORD Al Rwu~i lf · ?!y?erk · '~ ~( .. . . . Ofi!CE ~ 1KE mT ClJWX llNION IIJNDIIL 111G. 200 Mlll lYL Sl IOOQII.Wllfi -.... ., ORDINANCE NO. 4025 The properties to be assessed for front footage are more particularly described in Exhibit "C" attached hereto and made a part hereof as if fully set forth . The front footage charge shall be $37.19 per frontage foot, representing $74.38 per center line foot divided equally for property fronting on each site of the center line foot. SECTION III: This Ordinance is effectiv e upon its passage, approval and thirty (30) days after publication . PASSED BY THE CITY COUNCIL this 17th day of November, 1986. Maxine E . Motor, City Clerk APPROVED BY THE MAYOR this 17th day of November, 1986. Approved as to form: Lawrence J . Warren, City Attorney Date of Publication: November 21, 1986 -2- ... ·'··· .. ··:o.;· .. ···-·-.. - .. -r·--·· • r · EXHIBIT •A• AREA CHARGES ORDINANCE NO.~ /1 parcel of land situated in Sections 2, 3, 4, 9, 10 and 11 of Township 23 North and Sections 33 and 34 of Township 24 Ncrth, all in Range 5 East, W.M., more particularly described as follows: BEGINNING at a point on the North margin of N.E. 27th St., also known as S.E. 97th St. in said Section 4, distant 386.4 feet east of the West line of said Section 4; thence North parallel to said west line and its extension into said Section 33 to the Thread of May Creek; thence Easterly along the Thread of May Creek through said Sections 33, 34 and 3 to the West margin of 148th Ave. S.E.; thence South along said West margin to the North line of State Sign Route 90 0 , also known as S.E. Renton Issaquah Road; thence Easterly along said road to the intersection of the East line of the West quarter of said Section 2; thence South along said East line through Section 2 and said Section 11 to the South line of the North half of said Section 11; thence west along said South line through Section 11 to the center of said Section 10; thence continuing West along said South line of the North half to the East margin of 138th Ave. S.E ., also known as Duvall Ave. N.E.; thence Northerly along said East margin to the North line of the South quarter of the North half of said Section 10; thence west along said North line to the East 1114rgin of 132nd Ave. S.E., also known as union Ave. N.E.; thence North along said East margin to the center line of S.E . 116th St ., also known as N.E. 10th St. and the Easterly extension of the South line of the Plat of Brentwood, Division 2, as recorded in Volume 72, page 46 , records of King County, Wa.; thence West along said South line to the Southeast corner of Lot 16, Block 6 of said plat; thence Northerly along the East lines of Lots 16 through 11 inclusive to the South margin of N.E. 11th St.; thence Northwesterly to the Southeast corner of Lot 10 in Block 3 of said plat; thence Northerly along the East lines of Lot 10-through l inclusive and its extension to the North margin of N.E. 12th St., thence West along said North margin t o th~ Southeast corner of the Plat of Bomarc as recorded in Volume 59, page 69, records of safd county; thence North along the East line thereof to the North- east corner of said plat; thence West along the North line thereof 157.71 feet to the Southeast corner of Queen Ave. right-of-way as described in Volume 3738 of Deeds on page 76, records of said county; thence continue West along said North line of said plat 170 .0 feet; thence North parallel with the centerline of said Queen Ave. and its extension to the North margin of State Sign Route 900, also known as N.E. Sunset Blvd .; thence Westerly along said North margin to the West line of the East 484.62 feet of the Southwest 1/4 of the Southeast 1/4 of said section 4; thence North along said West line to the South line of the Plat of Honey Creek Park as recorded in Volume 59 of Plats on page 57, records of ~aid county; thence East along the South line thereof to the Southeast corner of Lot 9, in Block 2 of said plat ; thence North and West along the East and North 1 ines of Lot 9 to the right-of-way 1 i ne of N. E. 17th Pl.; thence Northeast and Northwest along the Southeast and Northeast margin of said N.E . 17th Pl . to the Southeasterly corner of Lot 11, in Block 1 of said plat; thence Northeasterly along the Southeasterly line thereof to the Northeast corner of said Lot 11; t hence Northwesterly along the Northeasterly lines of Lots 11 through 7 inclu- sive to the North line of said plat; thence West along the North line thereof t o the Northwest corner of said plat; thence South along the West line thereof t o the Southeast corner of the Northeast 1/4 of the Southwest 1/4 of said Section 4; thence West along the South line of said Northeast 1/4 of the Southwest 1/4, a distance of 320 .12 feet; thence North 1307.0 feet to the North line of said Southwest 1/4 distant 322.20 feet West of the Northeast corner thereof; thence I/est along the South 1 ine of the Southeast 1/4 of the Northwest 1/4 to the Southwest corner thereof ; thence North along the West line of said subdivisi t n to the Northeast corner of the Plat of Aloha Ranch No . 2 as recorded in Volume 82, page 3, records of said county; thence West along the North line thereof to the Northeast corner of the Plat of Aloha Ranch as recorded in Volume 77, page 7, records of said county; thence West along the North line thereof tu the Southerly extension of the East line of the Plat of Sandee Terrace as recorded in Volume 67, page 2, records of said county; thence North along said Southerly extension to the Southeast corner of said plat; thence continue North along the East line of said plat and the Northerly extension of said East line to the South !114rgin of S.E. 97th St., also known as N.E . 27th St .; thence Northeasterly to a point on the North margin of said street distant 386 .4 feet East of the West line of said Section 4 and POINT OF BEGINNING of this description. L3-2850 /X E I H I B I T r '' . .'I ; . ~· :~ 4TH .. ~ .. · E JI HI BIT •a• AREA CHARGES ! ~ sr E JI H I B I T .......... _. ·--------- ORDINANCE NO.~ .... o "'"'"' ,4! t :•·, .. N'l'Al Ill HUOL(Y PAL ! cc z 35 . z . . i \ i j/<_/ ·------------ 1 I EX HI 8 IT "C" FIICHCT FOOTAGE CHAR&ES ORD INAN CE NO.~ A parcel of land situated in Section 4, Township 23 North, Range 5 East, W.M ., more particularly described as follows: BEGINNING at a point on the East margin of 120th Pl . S.E. at the intersection of the westerly extension of the South line of the Plat of Paradise Estates as recorded in Volume 95 of Plats on Page 93, records of King County, Washingto n; thence East along said Westerly extension and the South line thereof to a point 555.64 feet West of the East line of the Northwest quarter of sa id Section 4; thence South parallel to said East line 392.7 feet; thence East parallel to the South line of the Plat of Paradise Estates No. 2 as recorded in Volume 102 of Plats on Page 31 , records of said County to the East line of said Northwest quarter; then ce South along said East line to the center of safd section; thence East along the North line of the Northwest quarter of the Northwest quarter of the Southeast quarter of said section to the Northeast corner of said sub- division; thence South along the East line of said subdivision to the Southeast corner thereof; thence East along the North line of the Southeast quarter of the Northwest quarter of the Southeast quarter of said section to the Northeast corner of said subdivision; thence South along the East line of said subdi vision to the Southeast corner thereof; thence East along the North line of the South- east quarter of the Southeast quarter of said section to the East line of the West 310.57 feet of said subdivision ; thence South along said East line to the North margin of State Sign Route 900 , also known as N.E. Sunset Blvd .; thence Westerly along said North margin to the West line of said subdi vision; thence continuing Westerly along said North margin to the Wes t line of the East 484 .62 feet of the Southwest 1/4 of the Southeast 1/4 of said section 4; thence North along said West line to the South line of the Plat of Honey Creek Park as recorded in Volume 59 of Pl ats on Page 57, records of said county; thence East along the South line thereof t o the Southeast corner of Lot 9, in Blo ck 2 of said plat; thence North and West along the East and North lines of Lot 9 to the right-of-way line of N.E. 17th Pl .; the nce Northeast and Northwest along the Southeast and Northeast margin of said N.E . 17th Pl. to the Southeasterly corner of Lot 11, in Block 1 of said pl at; the nce Northeasterl y along the Southeasterly line thereof to the Northeast corner of said Lot 11; thence Northwesterly along the No r theasterl y lines of Lots 11 through 7 inclusive to the North line of said plat; thence West along the North line thereof to the Northwest corner of said plat; thence South along the West line thereof to the Southeast corner of the Northeast 1/4 of the Southwest 1/4 of said Section 4; thence West along the South line of said Northeast 1/4 of the Southwest 1/4, a distance of 320.12 feet; thence North 1307.0 feet to the North line of said Southwest 1/4 distance 322 .20 feet West of the Northeast corner thereof; thence West along the South line of the East half of the Northwest quarter of said section to the Southwest corner thereof; thence North along the West line of said East half to the South margin of S.E. 97th St ., also known as N.E. 27th St .; thence Southeasterly along said margin to the intersection of the thread of Honey Creek, said intersection also being a point on the Southeasterly margin of 120th Pl . S.E .; thence con- tinuing Easterly and Northerly along the Easterly margin of said 120th Pl . S.E. to the intersection of the Westerly extension of the South line of said Pla t of Paradise Estates and POINT OF BEGINNING of this description. L4-865 10 E X H I B I T ---, .. r-·:~.'··z··l~-'-,·~ ORDINANCE NO . ~ El H 1 BIT •D• FllONT FOOTA&E CHARGES E l H I B I T ·----·-. -.. -:-. -. ·""·-.-..,_,. .. --,.--..-....... __ ... _. ·-~-, "'" ,, r-------~--··- OIJ'.l ,, 0150 9 )):2 , .. ·· .. -··-·· -! .. 16 C,)S,) 0 J6C Cl70 .. i 1 1 0-7 j f?,;...1~ i 1 er :r. t-~----i r· tm• j 9-:-: r; ,;;~n ,. !Lor.: .., LC I J I · IF ~ 'f-1 "' __ ''~?'-1 __ "'"" __ ·-j ~ t ff '' i .._;::TI I 9129 .... i'..C SP L11·so:ioo 1.,·1-1.m;i~~ • 1 i l V I-<'------, ., 91]9 -··-··--'----'--; l.•.·: L 91\9 ·> ..... ·1 - ·--··-··-··-··-·:-+-------~-----~ ,e . 2C 640351 ·ROS O O RC\jJI.. )'9f u m . .,· T I · 1· I I I I : ! ! r-··---~· i .6 ! O('t,0 . ~ ,, l <.:; :I.QJ ! OlC(I I .. w z Ul ~ w z w ~ ..., ~ ::, a ·• IC .. -R C '150 ,, .... IJ . ~ -! ! i-: I ' .I i 92;'7 0070 c~'O ./ L-..• _. -·-··---·-·-· 0 )7C- .· . . , 0220 0110 r,1•.10 ,. 0:60 , .. C.:l )tJ ,. :)JS0 ., ~ ;; r -""-....:...-,-...,_ __ -J1-____ ._,_,, __ _, ! '" D .. ::,,t c;54 . ' CO:Nl OO IV 'l Q:? . :· • 0.?.'11 =~ 001' 0:J}O ul (O'J ... ffl '" " 1 .. l l . ., AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN STATE OF WASHINGTON COUNTY OF KING IVANA HALVORSEN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 ss duly sworn on oath, deposes and says: being first 1. On the 18TH day of FEBRUARY , 20_1_6_, I installed ONE public information sign(s) and plastic flyer box on the property located at --'C:.....H....:E::..;;L:.....A:.....N:.....A:.....V....:E=N--'--U::...cE::::....:...;N.::E ________ for the following project: SOUN SHORT PLAT Project Name SOCHEAT"KENT"KHNOR Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3 . This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Installation" handout package. ~;'\ SUBSCRIBED AND SWORN to before me this 18TH day of FEBRUARY , 20.!.§__ ''1 /J i C in and for the State of Washington, residing at --+/{i_,_f...,'1 ..... Jf ........ , .... 11....,,._; ._J _________ _ My commission expires on __ y.J..+,..;{d=· '--'1 ..... l ..... 1 ..... 11'------ 6 H :\CED\Data \Forms-Templates\Self -Help Handouts\Pla nning\pubsign .doc Rev: 02/2015 ~ ~ 1":100' NEIGHBORHOOD DETAIL MAP t11•VG~ Ct![f;' row,..,.,Mr~ ,._...., i' "''~uNb,c,.LI'. _ .... w z [1 6~~~. ~~· ~ •' ,p'A<.t', .. ~,, 0'(' "I" 'X m, < <i 0 ~ \ !4~ •• ~ ·~ .. <,-,,..C l:HGlt*,.._ ' ' T C ~ 't: 18215 72ND AVENUE SOUTH KENT WA 98 0 32 (425) 25 1-6222 (425) 25 1-8782 crv11. ENC,INEE RJNG LAND PLANNl NG SURVEYING . L ANDSCAP E ARCHIT ECTURE RECEIPT EG00049945 BILLING CONTACT Ivana Halvorsen Barghausen Co nsulting Engineers, Inc. 18215 72nd Ave S Kent , WA 98032 REFERENCE NUMBER FEE NAME I LUA 16-000124 I PLAN -Short Plat F ee LUA16-000124 PLAN -Short Plat F ee Technology Fee Printed On: February 18, 2016 Prepared Bv : Jill Dinq ........... ----:::-:::--:-··· ------~ItentOil ® 1055 S Grady Way, Renton, WA 98057 TRANSACTION TYPE I Fee Payment Fee Payment Fee Payment Transaction Date: February 18, 2016 PAYMENT M ETHOD I Chec k #30525 SU B TOTAL TOTAL Check #1133 Check #1133 SUB TOTAL TOTAL AM OUNT PAID $60.00 $60.00 $60.00 $1,940.00 $60.00 $2 ,000.00 $2,000.00 Page 1 of 1