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HomeMy WebLinkAboutReport 1-1i Ian , yT P� $ �f A a i ps s m zs Q a m s a 00 F Q -.,Ogg i y C �xw R m X1F m i n m > 6ve� b a ao a "s �d 0 T �$a Cf � f tT � Imp p PI ar _ Am tee. m Aco Tm caa ! 1 �fn b �A -C E m 30 M CA�Ir - — G) CA i rea � '� a■ b� oil! -01 � 01 � n l n a Z m a e (} a z ._ o ' z 0 cull 1 un� m CP `p $E 192tiP G ARAE ONMT PORT FLAT SCHWMM a, A•A A�oc7�i� mw a a COIiWTM STOM ORANAGE PLAN rn: �a nne�r ruwas�rr _ _ S aw �116MRL K. NEII![l � cdrn� fnU as-,mr lit A 4 - 11111 s I i I - I eJ0]Y WI:, M I F N `I - a - C2 LK G) LizM GtL:y # I a 1 t' pop F' - -- --- ¢ m � 1 i m ic 9�a i d 11, ;191 a -01 m o > $� o +ma aE m c 012 e sE° 192ND STREET SHORT PLAT `� } PRELieIARY BMW PLAT • ,�99oClA7 I71�C i o CONcoym L LMbSCM nm w. ma.macrrrwreerr YEa1M1 K. i �toYMLTYi rar-m �cE i&� .m�� wr,� .wE ec �,.r. w��.wrw vwo�aen •,•. ,�•.'•"`•`" �..�r �. a..�.o. Dill Ill; 1 11 W 1 11; 01111�� Ill Ill Ill $XII lit -11 a � Am 4 gRg c C� S r -- Co R!1 - -- _ I* rn no �!h. 9a - :i= d0 I 1 I N -� 0- A£ PC 5� e p R p Him i n m~Y o p rn =: y - .0 m y p m [; o pay Opmm �Q 4mGo >P SE 122ND STREET SNORT PLAT �A � t - Ma) : PRF AMMY !WONT PEAT A M M CONCOT MAl @RUM PWM MLMumm%%No= CITY"OF E On the 4th day of June, 2015, 1 deposited in the mails of the United States, a sealed envelope containing SEPA Determination and Notice documents. This information was sent to: Agencies ISee Attached Richard Seabourn I Applicant Richard DiCerchio I Owner Charles Wu I Party of Record (Signature of Sender): STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that i know or have satisfactory evidence that Sabrina Mirante signed this instrument and acknowledged it to be his/her/their free and voluntary act for the u`oses mentioned in the instrument. ,.�` LY p� r►,; Dated: �icnc '�� aO� ,a,�'� Notary Public in and for the State c&W hington_ Notary (Print): it S4- 7 My appointment expires: r Q U6 a Rr 3LDj�? SH��� DiCerchio Single -Family Bulkhead Repair LUA157000274, ECF, SM template - affidavit of service by mailing AGENCY (DOE) LETTER MAILIN_ (ERC DETERMINATIONS) Dept. of Ecology ** Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. ** Environmental Review Section Attn. Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015-172 nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015172 nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015172 M Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Rev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355110`h Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Timothy C. Croll, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 228`h St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 "Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emalled a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit(Wecv,wa.sov ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter(2muckleshoot.nsn.us / Laura.murphv@muckleshoot,nsn.us L erin.slaten@muckleshoot.nsn.us "Vepartment of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.xov template - affidavit of service by mailing `City Ofs — NOTIC QF ENVIRONMENTAL DEMMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE - MfTIGA7ED IDNS•M} pO5TE0 SO NOTIFY INTERESTED PERSONS OF AN ENWRON1AENTAL ACTION PAOIEUNAMC mcERCH, yraaE.TANuLV MULMEAD REPM PROW NBMBFAi Lua15-30P17L EEE, SaA LOCATION: at05WKLULAISAVE W. R81TOK NIA 9gosg oescdptpn: The appiimtt 15 r,que5tlng EmA=8Mal Redo* and an Aloreline Eeemptlon flay repair and maintenanre of an etds+ing mck huI.11ead to �°V°K °t faY °F 1015, a1oB the Lake 10 Waiihington R -IDI Tone. iher5i11e slopes IimwY aerdS the I k! Shasellnl Theru khe dl are��+5s'onk H PPS sw1y Bwithin the 2l*� feet ark up to approximately d fee, in height on Lop e1 a B'i` n s b pPP �e LL� WPI p �ulkheaC roster would he replayed. The Proposal is loafed In the Mrw 0e ent d Fish and shoreline overlay areas, rhe applicant is "Wng auk � � huNiolo �I ��r of impacts has WUdllfe and Army Corps of Engineer £or the praP°I funcdon A plerrNng mhlptbn Plan M`4e pre4lWdy made a determination or no-net4-s o£ ecoiogln LOA1a-p011BL g0 cullk rirdsM[^'shed `ook apps vdfor a new residential shared docket the,"through I 6e Placed h Uke RR vmuld 4e added areund the "I and 40 cams yards of spavrnli Brave Ir Is Washington- A geotechnical report eealu"ng the stows of the wag and recmlmend.No1, for reps Pro'Aded. _ EVWW E (ERCI HAS DETERM[NED A14E CITY OF UNT4 ENVIROMMEUTAL CTION HAS PFOROBLE E15MIIFICANTI PRACTSTHAFCAN BE MIPGA �THRONGH MMGAnoN MEASLL ES. O Appears of the erwkrenmen,al determinadow. ITnIIt be fluid In wNdrN on or W1en S:m PaIA m lune 19, W 201% to other with the requhed fee with: Nearing EeIR koe'. CILy °FbV OW 0 AMC -&110 Md inforrnatlryar Renton, WA 99057. AppeaH to the Ess"d era V,—Md 4eRte. l4ySI 4"111 nprdingthe appeal Preeess may he ebbdnW Bran Nm Nn Renrt Eft IF THE ENYIHGNMENTAL OFTERMINATION IS APPEALED, A POBLLCCHAAAJH EGGWILL BE SET AND ALL PARTIES NOTIFIED. � �;JeyNa /jj'jj#jj* [r f� FOR FUNTHECOMMUNITY&ECONOMIC EA, MEENTT(42114=ARTMENT OF -- ..CIT REMOVE THIS NOTICE W ITHOIIF PROPERIATION PLEASE INCLUDE THE PROTECT NUM6ER WHEN tee I INC FOR PROPER m— ID EH'NFECATIB.aN. CERTIFICATION I, yE I hereby certify that —3copies of the above document were posted in conspicuous places or nearby the described property an Date: Signed: STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence i duo �� that signed and voluntary act for the signed this instrument and acknowledged uses and purposes mentioned in the instrument. PO ao s DY Notary blic in and for the State of Washington x� Z Notary (Print): ( '� 4411, My appointment expires: r' ,o r WA 'r,!' City of DEPARTMENT OF COMMUNITY ; E AND ECONOMIC DEVELOPMENT r -� ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARYAND PURPOSE OF REQUEST REPORT DATE: June 11, 2015 Project Name: SE 192"d Street Short Plat Project Number: LUA15-000277, SHPL-A Project Manager: Jill Ding, Senior Planner Owners: Mathew and Saramma Titus, 12329 SE 238th Place, Kent, WA 98031 Sherrill K. Herbel, 23821124 1h Avenue SE, Kent, WA 98031 Contact: Robert Elliott, Craftsman Signature Homes, LLC, PO Box 354, Sumner, WA 98390 Project Location: 112XX SE 192"d Street (parcel no. 662340-0131) Project Summary: The applicant is requesting Administrative Short Plat approval for the subdivision of an existing 21,953 square foot (0.50 ac) vacant lot into two lots for the future construction of single family residences. The project site is located within the Residential -8 dwelling units per acre (R-8) zone. Proposed Lot 1 would have an area of 11,135 square feet and Lot 2 would have an area of 10,022 square feet. Access to the site is proposed via two access easements with a combined width of 34 feet, over the western portion of the property, off of SE 192nd Street, a City of Kent right-of-way. The City of Kent requires a 5 -foot right-of-way dedication along SE 192nd Street, any frontage improvements required along SE 192nd Street would be reviewed and approved by the City of Kent. No critical areas are mapped on the project site. Exist. Bldg. Area SF: N/A Proposed New Bldg. Area Unknown (footprint): Proposed New Bldg. Area (gross): N/A Site Area: 21,953 square feet Total Building Area GSF: N/A SHPL Report IS -000277 City of Renton Department of G unity & Economic Development inistrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000277, SHPL-A Report of June 11, 2015 Page 2 of 19 B. EXHIBITS: Short Plat Report Exhibit 1: Staff Report Exhibit 2: Neighborhood Detail Map Exhibit 3: Short Plat Plan (dated 04/22/2015) Exhibit 4: Conceptual Utilities Plan (dated 02/24/2015) Exhibit 5: Conceptual Storm Drainage Plan (dated 02/24/2015) Exhibit 6: Conceptual Landscape Plan (02/24/2015) Exhibit 7: Tree Retention Worksheet Exhibit 8: Geotechnical Engineering Study, prepared by Earth Solutions NW, LLC (dated 02/04/2014) Exhibit 9: Preliminary Technical Information Report, prepared by Schweikl & Associates, PLLC (dated 02/10/2015) Exhibit 10: CI -64 Side Yard Setback Requirements Adopted Under Ordinance 5724 C GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Designation: 3. Comprehensive plan Land Use Designation: 4. Existing Site Use: Mathew and Saramma Titus 12329 SE 238th Place Kent, WA 98031 Sherrill K. Herbel 23821124 1h Avenue SE Kent, WA 98031 Residential — 8 dwelling units per acre (R-8) Residential Single Family (RSF) Vacant 5. Neighborhood Characteristics: a. North: Single-family residential (R-8) b. East: Single-family residential (R-8) c. South: Single-family residential (City of Kent) d. West: Single-family residential (R -S) 6. Access: SE 192"d Street 7. Site Area: 21,953 square feet D. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Comprehensive Plan N/A 5100 SHPL Report 15-000277 Date 11/01/2004 City of Renton Department of Con ity & Economic Development Ad trative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000277, SHPL-A Report of June 11, 2015 Page 3 of 19 Zoning N/A 5099 11/01/2004 Annexation N/A 5327 03/01/2008 Interim Zoning N/A 5724 09/22/2014 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standard 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations b. Section 4-4-070: Landscaping c. Section 4-4-130: Tree Retention and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions b. Section 4-7-120: Compatibility with Existing Land Use and Plan —General Requirements and Minimum Standards c. Section 4-7-150: Streets -- General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots — General Requirements and Minimum Standards S. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family 2. Community Design Element: Established Residential Neighborhoods and New and Infill Development G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant has proposed to subdivide a 0.50 acre (21,953 square foot) site located within the Residential — 8 dwelling units per acre (R-8) zone. The proposal would create 2 lots intended for the development of detached single-family residences. The project site is currently vacant. After the deduction of 795 square feet of right-of-way dedication and the 4,522 square foot private access easement, the proposal for 2 lots on the project site would result in a net density of 5.24 dwelling units per acre. Proposed Lot 1 would total 11,135.60 square feet in area and Lot 2 would total 10,022.19 square feet in area. City Council adopted Ordinance 5724 to provide interim zoning standards for the R-8 zone. The legislation and interim standards became effective at the time of Council approval on SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plot Report & Decision SE 192ND STREET SHORT PLAT LUMS-000177, SHPL-A Report of June 11, 2015 Page 4 of 19 September 22, 2014. The SE 192ndStreet Short Plat application was determined a complete application on May 7, 2015, after the adoption of the interim zoning standards, and therefore, is vested to the interim zoning standards (Ordinance 5724) as well as the standards adopted under Ordinance 5752. Access to the site is proposed via two access easements with a combined width of 34 feet, over the western portion of the property, off of SE 192nd Street, a City of Kent right-of-way. The City of Kent will require the following right-of-way improvements: remove existing easterly driveway approach and replace with new cement concrete vertical curb, gutter, and sidewalk; and modify and replace the necessary portions of the westerly cement concrete driveway approach to accommodate the new alignment and width of the proposed 20 -foot wide pervious cement concrete private access driveway. A City of Kent Right -of -Way Permit and Water Service Permit from Soos Creek Water and Sewer District will be required. The topography of the project site is generally flat. Existing site grades vary between 0% and 2.75%. One significant tree has been identified on the project site. The tree is located on the northwest corner of the project site within the access easement and is proposed for removal. 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 4. Consistency with Short Plat Criteria SHORT PLAT REVIEW CRITERIA: Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision -makers in the review of the plat. (+,' Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000177, SHPL-A Report of June 11, 2015 Page 5 of 19 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: ✓ Policy LU -158. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family Neighborhoods. ✓ Policy CD -14. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. ✓ Policy CD -15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and/or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. 2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: Objectives and policies of the Comprehensive Land Use Plan RSF designation are implemented by Residential 8 zoning (R-8). RMC 4-2-110A provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: ✓ Density: The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. Staff Comment: For the purposes of calculating net density the 795 square foot public right-of-way dedication and 4,522 square foot private access easement are required to be deducted from the grass site area of 21,9.53 square feet, resulting in a net area of 15,635 square feet (0.38 acres). Based on the proposal for 2 lots, the net density would be 5.24 dwelling units per net acre, which is within the allowed density range for the R-8 zone. ✓ Lot Dimensions: Proposed Lots Lot Size Width Depth 7,000 SF minimum 60 feet minimum 90 feet minimum (70 feet for corner lots) Lot 1 11,135.60 sf 70.00 feet 159.08 feet Lot 2 10,022.19 sf 63.01 feet 159.08 feet Note 3 Setbacks: The required setbacks in the R-8 zone per the Interim Zoning Ordinance 5724 and Code Interpretation, CI -64 are as follows: front yard is 25 feet, side yard (or shared SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT L UA15-000277, SHPL-A Report of June 11, 2015 Page 6 of 19 SHPL Report I5-000277 driveway) is a combined setback of 15 feet with a minimum of no less than 5 feet on either side, side yard along the street or access easement is 25 feet and the rear yard is 25 feet. Staff Comment: An existing 34 foot wide private access easement is located along the western portion of the project site and would provide access to both lots and the abutting property to the north. The front yard areas of proposed Lots 1 and 2 would be oriented to the west towards the access easement. Lot I would be considered a corner lot, and the setback along SE 192"d St. would be considered a 'side along a street". As proposed the new lots would provide adequate area for compliance with the required setbacks. Setbacks would be verified at the time of building permit review. Note 3 Building Standards: The Interim R -S zoning requirements, per Ordinance 5724, for maximum building height is 30 feet. The maximum building coverage is 40 percent. Staff Comment: Building height and lot coverage for the new single family residences would be verified at the time of building permit review. Note 1 Landscaping: The City's landscape regulations (RMC 4-4-070) require all short plats to provide a 10 -foot landscape strip along all public street frontages. Additional 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. 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. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. A minimum of two trees are to be located in the front yard prior to final inspection. Staff Comment: A conceptual Landscape Plan (Exhibit 6) was submitted as part of the proposed land use application. The conceptual Landscape Plan (Exhibit 6) shows a 10 - foot wide on-site landscaped strip along SE 192"d Street and an additional 6.5 foot wide bermed landscape strip along the private access easement. One tree each is proposed within the front yards of Lots I and 2, and an additional tree is proposed within the 10 - foot planting strip along SE 192nd Street on the southeast corner of Lot 1. A planting detail was included detailing the locations of trees, shrubs, and ground cover within the planting strips, however a plant list was not included Staff recommends, as a condition of approval, that a detailed Landscape Plan be submitted at the time of Utility Construction Permit application. The Landscape Plan shall include one additional tree within the front yard area of Lot 2 as well as additional trees within the 10 foot landscape strip along SE 192"d Street. The Landscape Plan shall be submitted to the Current Planning project manager for review and approval. The landscaping shall be installed prior to final building inspection. SE 192"d Street is located within the City of Kent city limits, therefore frontage improvements would be subject to the City of Kent's street standards. Therefore, the City of Renton's 8 -foot landscape strip between the curb and sidewalk would not be required. At this time it is unknown if the City of Kent will require street trees as a part of the SHPL Report I5-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000277, SHPL-A Report of June 11, 2015 Page 7 of 19 SHPL Report 15-000277 frontage improvements. if street trees ore not required by the City of Kent, the applicant shall provide two street trees in the front yard of Lot 1. Along SE 192"d Street. Staff recommends, as a condition of approval, that two trees be provided within the front yard area of Lot 1 if street trees are not required by the City of Kent within the SE 192",Street frontage improvements. ✓ Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations require the retention of 30 percent of trees in a residential development. A minimum tree density shall be maintained on each residentially zoned lot. For detached single family development, the minimum tree density is two (2) significant trees for every five thousand (5,000) square feet. The tree density may consist of existing trees, replacement trees, trees required pursuant to RMC 4-4-070F1, Street Frontage Landscaping Required, or a combination. Staff Comment: A conceptual Landscape Plan (Exhibit 6) and a Tree Retention Worksheet (Exhibit 7) were submitted with the short plat application materials. There is one 24 -inch Douglas Fire located on the northwest corner of the project site. The existing tree is located within the existing access easement. Due to the 2Q foot wide emergency access paving requirements, the existing tree is proposed to be removed. To comply with the Tree Retention requirements, 0.3 trees are required to be retained or replaced. The proposal to retain Q trees would comply with this requirement. To comply with the City's minimum tree density requirements, the applicant is required to provide two (2) significant trees on each new lot. Staff recommends as a condition of approval that a final Tree Replacement Plan including 2 significant trees (minimum of 2 -caliper inches) on each new lot in compliance with the City's minimum tree density requirements. The final Tree Replacement Plan shall be submitted at the time of Construction Permit application for review and approval by the Current Planning Project Manager. The trees shall be installed prior to final building inspection. Note 3 Parking: Parking regulations require that a minimum of two parking spaces be provided for each detached dwelling. Driveway cuts are required to be a minimum of 5 feet from property lines and new driveways may be a maximum of 15 feet in width at the property line. Staff Comment: As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements would be verified at the time of building permit review. Compliance with driveway standards would be verified at the time of building permit review. ✓ Critical Areas: No Critical Areas are mapped on the project site. 3. DESIGN STANDARDS:. Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R -S zone. The Standards implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Standards would be verified prior to issuance of building permits, The proposal is consistent with the following design standards, unless noted otherwise: Tt Configuration: One of the following is required: SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LLlA15-000277, SHPL-A Report of June 11, 2015 Page 8 of 19 SHPL Report 15-000277 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 four hundred (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. Staff Comment: As proposed the short plat would comply with requirement number 2. Proposed Lot 1 would have an area of 11,135.60 square feet and Lot 2 would have an area of 10,022.19 square feet. The difference in area between Lots 1 and 2 is greater than 400 square feet. Note 3 Garages: One of the following is required; the garage is: 1. Recessed from the front of the house and/or front porch at least eight feet (S'), or 2. Located so that the roof extends at least five feet (5) (not including eaves) beyond the front of the garage for at least the width of the garage plus the porch/stoop area, or 3. Alley accessed, or 4. Located so that the entry does not face a public and/or private street or an access easement, or 5. Sized so that it represents no greater than fifty percent (50%) of the width of the front facade at ground level, or 6. Detached. The portion of the garage wider than twenty six -feet (26') across the front shall be set back at least two feet (2'). Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Primary Entry: One of the following is required: 1. Stoop: minimum size four feet by six feet (4'x 6') and minimum height twelve inches (12") above grade, or 2. Porch: minimum size five feet (5') deep and minimum height twelve inches (12") above grade. Exception: in cases where accessibility (ADA) is a priority, an accessible route may be taken from a front driveway. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Fa;ade Modulation: One of the following is required: 1. An offset of at least one story that is at least ten feet (10') wide and two feet (2') in depth on facades visible from the street, or 2. At least two feet (2') offset of second story from first story on one street facing facade. SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000277, SHPL-A Report of June 11, 2015 Page 9 of 19 SHPL Report 15-000277 Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Windows and Doors: Windows and doors shall constitute twenty-five percent (25%) of all facades facing street frontage or public spaces. Staff Comment: The future construction of a single family residence on proposed Lot 1 would be required to provide design features, including windows and doors, along the south facade, facing SE 192" ,� Street, giving the impression that the front of the home faces SE 192nd Street. Staff recommends, as a condition of approval, that a note to this effect be recorded on the face of the final short plat map. Compliance with this standard would be verified at the time of building permit review. N/A Scale, Bulk, and Character: N/A Note 3 Roofs: One of the following is required for all development: 1. Hip or gabled with at least a six to twelve (6:12) pitch for the prominent form of the roof (dormers, etc., may have lesser pitch), or 2. Shed roof. Additionally, for subdivisions greater than mine (9) lots: A variety of roof forms appropriate to the style of the home shall be used. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Eaves: Both of the following are required: 1. Eaves projecting from the roof of the entire building at least twelve inches (12") with horizontal fascia or fascia gutter at least five inches (5") deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of two inches (2") from the surface of exterior siding materials. Staff Comment: Compliance for this standard would be verified at the time of building permit review. Note 3 Architectural Detailing: If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least eight inches (S") is required between the first and second story. Additionally, one of the following is required: 1. Three and one half inch (3 1/2") minimum trim surrounds all windows and details all doors, or 2. A combination of shutters and three and one half inches (3 1/2") minimum trim details all windows, and three and one half inches (3 1/2") minimum trim details all doors. Staff Comment. Compliance for this standard would be verified at the time of building permit review. Note 3 Materials and Color: For subdivisions and short plats, abutting homes shall be of differing color. Color palettes for all new dwellings, coded to the home elevations, shall SHPL Report 15-000277 City of Renton Deportment of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUMS-000277, SHPL-A Report of June 11, 2015 Page 10 of 19 SHPL Report 15-000277 be submitted for approval. Additionally, one of the following is required: 1. A minimum of two (2) colors is used on the home (body with different color trim is acceptable), or 2. A minimum of two (2) differing siding materials (horizontal siding and shingles, siding and masonry or masonry -like material, etc.) is used on the home. One alternative siding material must comprise a minimum of thirty percent (30%) of the street facing facade. If masonry siding is used, it shall wrap the corners no less than twenty four inches (24"). Staff Comment: Compliance for this standard would be verified at the time of building permit review. 4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for proposed subdivisions. The proposed project is consistent with the following subdivision regulations if all conditions of approval are complied with: Note 1 Access: Ailey access is the preferred street pattern in the R-8 zone, unless the development proposed is a short plat. As the proposed project is a short plat, it is exempt from the alley access requirements. An existing 20 -foot wide access easement is located on the western portion of the project site and provides access to the property to the north. An additional 14 -foot wide access immediately abutting the existing 20 -foot access easement to the east is proposed. Access to Lots 1 and 2 is proposed via the two access easements totaling 34 feet in width off of SE 192nd Street. A shared private driveway may be permitted for access up to a maximum of four (4) lots. The shared driveway shall be wholly within a tract. The tract shall be shown and recorded on the face of the plat to be preserved in perpetuity. The owners of the subject lots shall have an equal and undivided interest in the ownership of the tract. The shared driveway shall be a minimum width of 16 feet with a maximum of 12 feet paved driveway, unless 20 feet is required by the Fire Department for emergency access. A 20 -foot wide pervious cement concrete driveway is proposed within the 34 -foot wide access easements. Staff recommends, as a condition of approval, that the short plat layout be revised to provide the shared driveway within a tract. The tract shall be shown and recorded on the face of the plat to be preserved in perpetuity. The owners of the subject lots shall have an equal and undivided interest in the ownership of the tract. The location of the shared driveway within a tract would result in a reduction of the lot depths and lot sizes of both lots. After the deduction of the 34 -foot wide access tract, Lots 1 and 2 would have lot depths of 125.08 feet and lot areas of 8,755.6 square feet (Lot 1) and 7,881.29 square feet (Lot 2), which would exceed the minimum lot depth and area requirements previously discussed above under Lot Dimensions. The minimum separation of access from the adjacent property line is five feet. The proposed access as shown in the plans provides the required five feet separation. Note 3 Streets: SE 192nd Street fronting to the project site is located within the City of Kent. The applicant will be required to comply with the City of Kent's requirements for right-of-way SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUAIS-000277, SHPL-A Report of June 11, 2015 Page 11 of 19 SHPL Report 15-000277 dedication and frontage improvements. According to the applicant, the City of Kent will require the following frontage improvements: dedication of 5 feet of right-of-way; remove existing easterly driveway approach and replace with new cement concrete vertical curb, gutter and sidewalk; and modify and replace the necessary portions of the westerly cement concrete driveway approach to accommodate the new alignment and width of the proposed 20 -foot wide pervious cement concrete private access driveway. Any required right-of-way dedication would be dedicated to the City of Kent, however the dedicated right -of --way would be located within the City of Renton city limits. Staff recommends, as a condition of approval, that the applicant demonstrate compliance with the City of Kent's street standards and provide the City of Kent any necessary right- of-way dedications prior to final short plat approval. ✓ Blocks: No new blocks would be created as a result of the proposed subdivision. The proposed short plat would be consistent with development patterns in the surrounding area. ✓ Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone, interim zoning standards (Ord. 5724) and allow for reasonable infill of developable land. All of the proposed lots meet the requirements for minimum lot size, depth, and width. All of the proposed lots are rectangular in shape. The front yard areas of Lots 1 and 2 would be oriented to the west towards the access easements. Lot 1 would be considered a corner lot, and the setback along SE 192nd St. would be considered a "side along a street". Note 1 Topography and Vegetation: A Geotechnical Engineering Study (Exhibit 8) was submitted with the project application. According to the submitted study (Exhibit 8), the existing ground surface is relatively level with little or no elevation change. One significant tree is mapped on the northwestern corner of the property. This tree is proposed for removal. See previous discussion above under Tree Retention. 5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: Vol" Police: Police staff indicates that there would be minimal impact on police services as a result of the proposed subdivision and sufficient resources exist to furnish services to the proposed development. ✓ Fire: 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 an existing hydrant which may be counted towards one of these requirements. A Water Availability letter from Soos Creek Water and Sewer District is required. Fire department apparatus access roadways are required to be a minimum 20 -feet wide fully paved. Fire access roadways shall be constructed to support a 30 -ton vehicle with 322 -psi point loading. Access is required within 150 -feet of all points on the buildings. A SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA15-000277, SHPL-A Report of lune 11, 2015 Page 12 cf 19 SHPL Report 15-000277 20 -foot paved emergency access would be required to service the abutting property to the north. See previous discussion above under Access. A Fire Impact Fee for the future houses would be payable at the time of building permit issuance. The current Fire Impact Fee is $495.10; the fee in effect at the time of building permit application would be applied to this project. ✓ Schools: The Renton School District has indicated that it can accommodate the impact of additional students expected to come from the proposed project at Benson Hill Elementary School, Nelsen Middle School, and Lindberg High School. Students attending Benson Hill Elementary would walk to school heading east along the existing sidewalk and shoulder of SE 192nd Street to 116th Avenue SE where they would turn north and walk along the east shoulder of 116th Avenue SE to school. Students attending Nelsen Middle School would be bussed to school from the existing stop located 0.07 miles to the east at the intersection of 113th Way SE and SE 192nd Street. To get to this bus stop, students would walk along the existing sidewalk on SE 192nd Street to 113th Way SE. Students attending Lindberg High School would be bussed to school from the existing stop located approximately 0.31 miles to the northwest at the intersection of 108th Avenue SE and SE 190th Street. To get to this bus stop, students would walk to the west along the existing sidewalk along SE 192nd Street to 180h Avenue SE where they would turn north and walk along the existing sidewalk to SE 190th Street. The current Renton School District Impact Fee is $5,541.00. The Renton School Impact Fee would be payable at the time of building permit issuance; the fee in effect at the time of building permit application would be applied to this project. ✓ Parks: A Park Impact Fee would be required for the future houses. The current Park Impact Fee is $1,441.29. The fee in effect at the time of building permit application is applicable to this project and is payable at the time of building permit issuance. Note 3 Stormwater: A Preliminary Technical Information Report (TIR) prepared by Schweikl and Associates, PLLC (Exhibit 9) and a Geotechnical Engineering Study prepared by Earth Solutions NW (Exhibit 8) were submitted with the project application. The Geotechnical Engineering Study (Exhibit 8) states that the first 6 to 8 inches of soil is characterized as topsoil. Below the topsoil to depths of 3 to 5 % feet fill, consisting of loose silty sand with gravel and loose poorly graded gravel with sand, was encountered. Underlying the fill, native soils, consisting of medium dense silty sand, were encountered. Soils do not support full infiltration, however sandy loam soils will support limited infiltration for the roof runoff from the new homes. The submitted TIR (Exhibit 9) states that the existing surface water runoff sheet flows across the site from the east north-east to the west south-west portion of the site. Due to the existing onsite soil conditions outlined in the Geotechnical Engineering Study (Exhibit 8), the TIR (Exhibit 9) concludes that infiltration of onsite surface water is not feasible. In lieu of infiltration or detention, the applicant is proposing to utilize best available Low Impact Development (LID) concepts to address stormwater runoff. The proposal is to install pervious concrete with a shallow storage layer for all new impervious surfaces, along with the incorporation of roof downspout splash blocks. Based on the City's flow control map, the 2 -lot short plat zoned R-8 falls within the Flow SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUAIS-000277, SHPT, -A Report of June 11, 2015 Page 13 of 19 H. FINDINGS. Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant is requesting approval of a 2 -lot short plat on a 21,953 square foot site. The project would have a net density of 5.24 dwelling units per acre. 2. Application: The subject property is located at 112XX SE 192"d Street (parcel no. 662340-0131). 3. Comprehensive Plan: The subject property is designated as Residential Single Family (RSF) in the Comprehensive Plan. The proposed project would satisfy the objectives and policies of the Land Use and Community Design of the Comprehensive Plan, if all conditions are complied with. 4. Zoning: The proposed project site is zoned Residential — 8 dwelling units per net acre (R- 8) and is subject to the interim zoning standards as adopted under Ordinance 5724, and further amended by CI -64 (Exhibit 10). The project as proposed would satisfy the R-8 standards and regulations as well as the interim zoning standards, if all conditions are complied with. S. Subdivision Regulations: The project as proposed would satisfy the requirements of RMC 4-7, Subdivision Regulations if all conditions are complied with. 6. Existing Land Uses: The subject property is currently vacant. 7. Setbacks: Building setbacks for the future houses on the new lots would be verified at the time of building permit review. SHPL Report 15-000277 Control Standard, Forested Condition. The 0.50 vacant project site is covered with grass. Access to the new lots will be via a private road to the west. The site is subject to Full Drainage review. The engineer is proposing to mitigate the new impervious surface areas created by the development by implementing the use of pervious concrete for the private road and driveways and limited infiltration trenches for the roof runoff for both new homes. A revised TIR will be required at construction permit submittal. Report shall include and address all Core Requirements and any Special Requirements in accordance with the City of Renton Amendments Chapters I and II and the 2009 KCSWM. No calculations were provided illustrating how Core requirement # 3 was met. Surface water system development fee is $1,350.00 per new lot. Fees are payable prior to issuance of the construction permit. Note 3 Water Service: Water Service will be provided by Soos Creek Water and Sewer District. A water availability certificate will be required to be submitted to the City. Note 3 Sanitary Sewer Service: Sewer Service will be provided by Soos Creek Water and Sewer District. A sewer availability certificate will be required to be submitted to the City. +� Transportation: See previous discussion above under Access and Streets. A Transportation Impact Fee for the new houses would be payable at the time of building permit issuance; the fee in effect at the time of building permit application would be applied to this project. The Transportation Impact Fee is $2,214.44. Traffic impact fees will increase to $2,951.17 in January 2016. H. FINDINGS. Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant is requesting approval of a 2 -lot short plat on a 21,953 square foot site. The project would have a net density of 5.24 dwelling units per acre. 2. Application: The subject property is located at 112XX SE 192"d Street (parcel no. 662340-0131). 3. Comprehensive Plan: The subject property is designated as Residential Single Family (RSF) in the Comprehensive Plan. The proposed project would satisfy the objectives and policies of the Land Use and Community Design of the Comprehensive Plan, if all conditions are complied with. 4. Zoning: The proposed project site is zoned Residential — 8 dwelling units per net acre (R- 8) and is subject to the interim zoning standards as adopted under Ordinance 5724, and further amended by CI -64 (Exhibit 10). The project as proposed would satisfy the R-8 standards and regulations as well as the interim zoning standards, if all conditions are complied with. S. Subdivision Regulations: The project as proposed would satisfy the requirements of RMC 4-7, Subdivision Regulations if all conditions are complied with. 6. Existing Land Uses: The subject property is currently vacant. 7. Setbacks: Building setbacks for the future houses on the new lots would be verified at the time of building permit review. SHPL Report 15-000277 City of Renton Deportment of Community & Economic Development Administrative Short Plot Report & Decision SE 192ND STREET SHORT FLAT LUA1S-000277, SHPL-A Report of June 11, 2015 Page 14 of 19 S. System Development Charges: The surface water service development fee is $1,350.00 per single-family lot. Water service and sewer service will be provided by Soos Creek Water and Sewer District. 9. Public Services: The proposed short plat has been reviewed by various City Departments. There are adequate public services and facilities to accommodate the proposed short plat. Transportation, Fire, and Park Impact fees are applicable for the future houses on the new lots. Impact fees are assessed at the time of building permit application and are payable at the time of building permit issuance. 10. Public Utilities: Water service and sewer service will be provided by Soos Creek Water and Sewer District. There are no storm drainage improvements within SE 192nd Street. 11. Schools: The Renton School District has indicated that adequate school facilities are available at Benson Hill Elementary, Nelsen Middle, and Lindberg High Schools. A Renton School District Impact Fee would be assessed at the time of building permit application and would be payable at the time of building permit issuance. 12. Safe Routes to Schools: Students would walk to Benson Hill Elementary. Renton School District bus service is available to Nelsen Middle and Lindberg High Schools. There are safe walking routes to Beason Hill Elementary as well as to the existing bus stops located at 113th Way SE and SE 192nd Street and SE 192nd Street and 180th Avenue SE. 13. Topography/Critical Areas: The site topography is relatively flat with onsite grades between 0% and 2.75%. No critical areas are mapped on the project site. 1. CONCLUSIONS: 1. The subject site is located in the Residential Single Family Comprehensive Plan designation and complies with the goals and policies established with this designation. 2. The subject site is located in the Residential — 8 dwelling units per acre (R-8) zoning designation and is subject to interim zoning adopted under Ordinance 5724, and further amended under CI -64 and complies with the zoning and development standards established with these designations provided the applicant complies with City Code and conditions of approval. 3. The proposed 2 -lot short plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with. 4. The proposed 2 -lot short plat complies with the street standards, as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein. 5. There are safe walking routes to the schools and school bus stop. 6. There are adequate public services and facilities to accommodate the proposed short plat. L DECISION: The SE 192nd Street Short Plat, File No. LUA15-000277, SHPL-A, is approved and is subject to the following conditions: SHPL Report 15-000277 City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192Nd STREET SHORTPLA T LUAIS-000277, SHPL-A Report of June 11, 2015 Page 15 of 19 1. A detailed Landscape Plan shall be submitted at the time of Utility Construction Permit application. The Landscape Plan shall include one additional tree within the front yard area of Lot 2 as well as additional trees within the 10 -foot landscape strip along SE 192"d Street. The Landscape Plan shall be submitted to the Current Planning project manager for review and approval prior to Utility Construction Permit issuance. The landscaping shall be installed prior to final building inspection. 2. Two trees shall be provided within the front yard area of Lot 1 if street trees are not required by the City of Kent within the SE 192nd Street frontage improvements. 3. A final Tree Replacement Plan shall be submitted for each new lot identifying compliance with the City's minimum tree density requirements. The Final Tree Replacement Plan shall be submitted at the time of Utility Construction Permit application for review and approval by the Current Planning Project Manager prior to Utility Construction Permit issuance. The trees shall be installed prior to final building inspection. 4. The future construction of a single family residence on Lot 1 would be required to provide design features, including windows and doors, along the south fagade, facing SE 192"d Street, giving the impression that the front of the home faces SE 1921°d Street. A note to this effect shall be recorded on the face of the final short plat map. Compliance with this standard would be verified at the time of building permit review, 5. The short plat layout shall be revised to provide the shared driveway within a tract. The tract shall be shown and recorded on the face of the plat to be preserved in perpetuity. The owners of the subject lots shall have an equal and undivided interest in the ownership of the tract. 6. The applicant shall demonstrate compliance with the City of Kent's street standards and provide any necessary right-of-way dedications prior to final short plat approval. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: Planning TRANSMITTED this 11th day of lune, 2015 to the Owners/Applicant/Contact: Owners/Applicants: Mathewon d Saromma Titus 12329 NE 238th Place Kent, WA 98031 Sherrill K. Herbel 23821 124the Avenue SE Kent, WA 98031 SHPL Report 15-000277 Contact: Robert Elliott Craftsman Signature Homes, LtC PO Box 354 Sumner, WA 98390 & rr Date City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision SE 192ND STREET SHORT PLAT LUA1S-000277, SHPL-A Report of June 11, 2015 Page 16 of 19 TRANSMITTED this 11th day of June, 2015 to the Party of Record: Claude Slaughter 1070 Central Avenue N Kent, WA 98032 TRANSMITTED this 13th day of June, 2015 to the following: Jennifer Henning, Planning Director Steve Lee, Development Engineering Manager Jan Conklin, Development Services Vanessa Dolbee, Current Planning Manager Fire Marshal K. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION. The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative hand use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on June 25, 2015. An appeal of the decision must be filed within the 14 -day appeal period (RCW 43.21.C.075(3); WAC 197-11-680), together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. RMC 4-8- 110-B governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence, not readily discoverable prior to the original decision, is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14 -day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. SHPL Report 15-000277 City of Renton Department of Cor pity & Economic Development Ac strotive Short Plot Report & Decision SE 192ND STREET SNORT PLAT LUAIS-000277, SNPL-A Report of June 11, 2015 Page 17 of 19 Planninx: 1. Construction activities shall be restricted to the hours of 7:00 am to 8:00 pm, Monday through Friday. Work on Saturdays shall be between the hours of 9:00 am and 8:00 pm. No work shall be permitted on Sundays. 2. RMC 4-4-030C.2 limits haul hours between the hours of 8:30 am and 3:30 pm, Monday through Friday unless otherwise approved by the Department of Community and Economic Development. Technical Services: 1. The "Existing Access and Utilities" easement over the west 20 feet needs to be formalized. The King County BLA asserts that the easement is created at the time of its recording but since the property was all owned by a single individual the easement was immediately extinguished by the doctrine of "merger of estates." Further when the property at issue was sold it was not sold subject to the easement. The existing driveway does not fall in the area designated on the BLA. 2. Note the City of Renton land use action number and land record number, LUA15 000277 and LND 20 0622, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. 3. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. 4. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. 5. Provide sufficient information to determine how the plat boundary was established. 6. Provide short plat and lot closure calculations. 7. Note what was found when visiting the existing monuments. 8. Indicate what has been, or is to be, set at the corners of the proposed lots. 9. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 10. Note addresses from the attached on the final short plat drawing. 11. Do note encroachments, if any. 12. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. 13. Note all easements, covenants and agreements of record on the drawing. 14. Note any relevant researched resources on the short plat submittal. 15. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted." 16. The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent icing County approval blocks also need to be noted on the drawing. 17. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. 18. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. SNPL Report 15-000277 City of Renton Department of Co ...... unity & Economic Development _ _ inistrative Short Plot Report & Decision 5E 192ND STREET SHORT PLAT LUAIS-000277, SHPL-A Report of June 11, 2015Page 18 of 19 The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. 19. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. 20. The private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Water: 1. Water Service will be provided by Soos Creek Water and Sewer District. A water availability certificate will be required to be submitted to the City. Sewer: 1. Sewer Service will be provided by Soos Creek Water and Sewer District. A sewer availability certificate will be required to be submitted to the City. Surface Water: 1. There are no drainage improvements in SE 192nd Street. 2. A drainage report dated February 24, 2015 was prepared and submitted by Schweikl and Associates with the site plan. Based on the City's flow control map, the 2 lot short plat zoned R-8 falls within the Flow Control Standard, Forested Condition. The 0.50 vacant site is covered with grass. Access to the new lots will be via a private road to the west. The site is subject to Full Drainage review. The engineer is proposing to mitigate the new impervious surface areas created by the development by implementing the use of pervious concrete for the private road and driveways and limited infiltration trenches for the roof runoff for both new homes. A revised TIR will be required at construction permit submittal. Report shall include and address all Core Requirements and any Special Requirements in accordance with the City of Denton Amendments Chapters I and II and the 2009 KCSWM. No calculations were provided illustrating how Core requirement # 3 was met. 3. A geotechnical report dated January 28, 2014, provided by Earth Solutions was included with the site plan. Solis do not support full infiltration, however sandy loam soils will support limited infiltration for the roof runoff from the new homes. 4. Surface water system development fee is $1,350.00 for each new lot. Transportation/Streets: 1. There are no street improvements fronting the site in SE 192nd Street. SHPL Report I5-000277 City of Renton Department of Con ity & Economic Development At Vative Short Plat Report & Decision SE 192NDSTREETSHQRTPLAT LUA15-000277, SHPL-A Report of June 11, 2015 Page 19 of 19 2. SE 192nd Street is within the city limits of Kent. Applicant will need to contact the City of Kent to determine if additional right of way or frontage improvements will be required. 4. Current traffic impact fee is $ 2,214.44 per new single family lot. Payment of the transportation impact fee is due at the time of issuance of the building permit. Traffic impact fees will increase to $2,951.17 in January 2016. 5. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double loaded garage driveway shall not exceed sixteen feet (16'). General: 1. Separate permits and fees for storm connections will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. 4. A tree removal and tree retention/protection plan and a landscape plan shall be included with the civil plan submittal. Fire: 1. 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. 2. 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. One existing hydrant can be counted toward these requirements. A water availability certificate is required from Soos Creek Water and Sewer District. 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. SHPL Report 15-000277 w [h N F^- M H4E 29 T23N R5E E 112 EXHIBIT ZONING MAP BOOK PLANNING - TECHNICAL SERVICES PRINTED DATE: 1OM312013 This document is a graphic representation, not guaranteed to survey accraacy, and is based on the best WurrnA0h available as of the date shown. This map is intended for City &play ournoses only. Community & Economic Development C &- Chip- NGr[frtr Adds*i Aer*-W h Rlrtuniltt¢� '�f��1 .�yf"J J4E 05 T22N R5E E 112 ° 420 e40 14EFeel 1:9,780 32 T23N R5E E 112 Page 72 at 80 City Limits (CCR} Commerdat'Of cWResidential Q (R-4) Residential 4dulac r j RENTON Q (CV) Center Village Q (R-8) Residential 8dulao �I PotentialAnnexatiion Area Q (1H) Industrial Heavy Q (RC) Resource Conservation Zor ing Designation Q(IL) Industrial Light Q fR%F) Residential Multifamily (CA) CammercialArterial Q (IMI Industrial Medium Q (Rkili Res!. Multi-Famity Tradilimal Q (CO) Center Dewni Q (R-1) Residential 1dulac Q (RM -U) Res]. 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R4E E 112 R4E W 11 RdE r R5E W 1f ; R5E E tf2 ME W it .-' , , V ME E 112 � ME W 112 i E E V2 ME W 1l2 - ME E 1l2 E W 712 E R5 ME E 112 R5E W 1 ME E 112 ME W 7 . ............. 1 y Yorlrrgs' 4202 : 4202:1 � 4201 5208 520E 205 a 0515 204 5 .3 5203 5- 520215202: 5201 1 820 J1 W ` J1 Ei J2W € J2E J3W J3E J4W J4E ; J5W J5E : 6 Residential (RC) Resource Conservation Mixed Use Centers (CV) Center Village Industrial (IL) Indusfial Light PAGE (R-1) Residential ldulac (CD) Center Downtown � (IM) Industrial Median ^ `, (R-4) Residential 4du1ac (UC -141) UrbanCenter North 1 � (IH) Industrial Heavy J E ][ INDEX N vvv r (R-8) Residential 8dulac (R-10) Residential 10dulac (UC -N2) Urban Center North 2 Page (R-14) Residential 14dulac Commercial r I RENTON Number (RM -F) Residential Multi -Family (CA) Commercial Arterial {{� Potential Annexation Area SecbTownfRange (RM -T) Res Multi -Family Traditional (CN) Commercial Neighborhood (RM -U) Res Multi -Family Urban Center (CO) Commercial Office (RMH) Ras Manufactured Hordes (COR) CommerciaUOfficelResidential EXHIBIT 3 WI NOLiGm AO ALO we fi 2 day `� m C3DR Y N3 i r I , Iz �€ a -•) 0 �. o i* Wa V.D eh a a cow L. \ �� - — --A �- _ Ts '-v 9T9TT o �� - EL UM O Z �Ii@ mai p UV)JJ I �asuln� Ocwi c 7fY oro UPo�B �'rts N Nm PF z emF ❑ I W un ❑ w wz Z. w o :a W .nI�I� ��w a21 O I \q z i Nr Mg W. m I x0 a2q 2 ¢?0W3: dp�Z gWNS JYgmUam.� L6uu+O �I I z,'oo gi W,ol wwa Wizr .L► I!I .n W¢ i Kam am �xxu a wu�aW���i 5 I U• wear ¢ ,yy�TS'�''� ��_ p M I WNm ¢�rZ za uVuV6wzgO waysaa uo an .lP xz@. .� � VI Q •op�w© �;(�� o nmrta.sln e �Pm �v, �" �l N .aro-c ova 01 a cy— L a o N� O I Fil r o � sr LL vWi � � � w � w Im• a a=� z i ''"'� Edi N 8 r h rs w W s S = E iXpa2z � �oz �: �• � �-� aa�l � ��_ ¢ [ OWJ'F,o�Z� O W ! w22pW 02 WM pap0 NUFya a Jo i 1H3n3SU /.)Illi QNY 5;33.�Y .B[ -- i owz.i mg W. — —1N3n3 unun aHr ` -fi� ~w ea°o rz Oa Rm �.$In S5333v 02 PNLLSIX3 w W laoeaus.oeo�ao� N;r H�.".aKiu wl�dl mg� l�a�•�aso; nlill�n_.al a� Iltlpp.SPBcI mp.ia ' O a'www .~. gi O you l $ I o xoio _ En UK' � a6 a �wY a WZxapuW r W .zmz �a 0 11V n 61 r•of KATIN; a m`s� 9 I a Q wm pp U n Voo LO 0 rI4. mi o Y9� �u�N 0o s _�1- - _ _ _�Iif2161.9i".SGIM�� $=w �Yt' G N¢ ¢ MOT - I'n w Chi C Q 8< zlkul i HMO'3-5 3Atl H19ii Jo V oyi� Q. WOOUQY I Z auwo �ilSii y.' IF' Q< Yr�Vw w w�xQz ` x �wws owz s E g c`n �� pp¢¢ y� N a WFs� J HIS ki ul < W C a V awo1¢ w a G ul W a uw '_'z -3.S '3n1 wlgol mwe nob woiv..�vn< r.m ac anv Hiro ..: : y w:�.ur nil �v wia.e V�. m�rm, Ctl!'71 T�9pXB 81NTANG'J � �{ JI®nnR Ay,ROtld Y 7Ap �jd $30M mud3mo r Ana V --- lnd LWHO adr�ud s v rs LVld IRONS 133MIS ONL84 3S a ud$ IY @S cr Z NO H c� xw C6 t— C 3 CO FCv W 0 UiLE w Y W (� F O N� LU �� Q N G Q Q Q a 4 01;e 11 w w �g EXHIBIT 4 o ; i A _e K �s uj W F w 1, nn_ r: . eE b 0z g�_ ig�¢NWill'a Oa It a�a_W� d ? cr gd a IY @S cr Z NO H c� xw C6 t— C 3 CO FCv W 0 UiLE w Y W (� F O N� LU �� Q N G Q Q Q a 4 01;e 11 is it �g 4 _tea i A a I} 6�r . is it sows m,e 4avwa�. +�'n �• w.�� ��. � rg rno rru-nr l;rJ .�.wra.c.. x,. worm, ®! 'M 7LRAl8 wn ` - g Nrm 7DvmvvN INTO€8 ivruaxm r d jT Tia =ivi'MV IYU IWWS AIiYNNNIM s d a - ramHos ' IVId LUONS 133x18 ONLBI 38 £� �R w W EXHIBIT 5 U[ sows m,e 4avwa�. +�'n �• w.�� ��. � rg rno rru-nr l;rJ .�.wra.c.. x,. worm, ®! 'M 7LRAl8 wn ` - g Nrm 7DvmvvN INTO€8 ivruaxm r d jT Tia =ivi'MV IYU IWWS AIiYNNNIM s d a - ramHos ' IVId LUONS 133x18 ONLBI 38 £� 9� w W EXHIBIT 5 fL U Z 0 U LU a h ZW 0 y- CL m a Wa 4 Y RBS a h sr N a ry y � rN Z i J e YC a M Y¢ ¢ s J J S g 0 3 a 9� A� Pal 188 �- i 3di LU C0) Ima re IL '(Ai CO) cc 1e-6` nrr. ,a t I I LL F c. it 0 @yy ■ E ii loll g g� 1111 m 301,1 1 491 i 11 1$ i — zxi-r:r ltsrltsri �c mus wur wa s�IM! 71 T'wjm N ausinu� e 0 D Tid 'MLVL) WV 1M7d AMS AVVpll MUd J e �uHAsi47� M' LV'1d lk[OH5 133!!1S ONL6i 3S hilt" . i EXHIBIT 6 T is o�T � CS '; �'•a�z W F5 �d r L-1 d ° s a 8� 0 b LLO Lo 1 ------------- ----- Hi ri C6 C40 i�O3 jj 1iyr�/ ii I v R NJ co z lu ul Ic W co ly in I Nuj ca tu i _ i Q 1i d g I I ! pig, 9� E h j EXHIBIT TCity of Renton REE RETENTIUN a WORKSHEET 1. Total number of trees over 6" in diameter' on project site: 1. I trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 trees Trees in proposed public streets trees Trees in proposed private access easementsltracts 1 trees Trees in critical areae and buffers trees G_11.and I?rojem 2Oo4114189\1nomnmingt1501301TmeKcteruionWorkahoetaloe n •.4 12108 Total number of excluded trees: 2. / trees 3. Subtract line 2 from line 1: 3. trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones industrial. zones 4. 0 trees 0.05 in ail commercial and 5. List the number of W or larger trees that you are proposing5 to retain4: 5. trees 6. Subtract line 5 from line 4 for trees to be replaced: 6. _ trees (if line 6 is less than zero, stop here. No replacement trees are required). 7. Multiply line 6 by 12" for number of required replacement inches: 7. inches 8_ Proposed size of trees to meet additional planting requirement: 8. NIA- incites (Minimum z, caiipar trees required) per tree 9. Divide line 7 by line 8 for number of replacement trees: (if remainder Is .5 or greater, round up to the next whole number) 9. trees t. Measured at chest height. z Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3. Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 43-050 of the Renton Municipal Code (RMC). C Count only those trees to be retained outside of critical areas and buffers- s. The City modification of the tree retention pian to ensure retention of the mamimt}Ivt[ y[hlaer bt may require trees per RMC 4-4-1301-17a pppp e. Inches of street trees, incites of trees added to critical areaslbufferH, and inches of trees retained are Imm than 6" but are areater than 2" can be used to meet the tree replacement requirement. G_11.and I?rojem 2Oo4114189\1nomnmingt1501301TmeKcteruionWorkahoetaloe n •.4 12108 Geotechnical Ei Envimnmental Construction N aE k Z:— jw v "--,...GEOTECHNICAL ENGINEERING STUDY., PROPOSED TITUS / HERBAL RESIDENTIAL HOMES. 110XX SOUTHEAST 192ND STREET RENTON, WASHINGTON F R cF-NF ES -3215 W 2 3 2015 j Cgy 1805- 2 EXHIBIT 8 EXHIBIT 9 f Schweikl & Associates [Ic �P Civil Engineering, Project Management, & Consulting PRELIMINARY 'ECHNICAL INFORMATION REPORT FOR SE 192ND STREET SHORT PLAT PROJECT NO: 14159 FEBRUARY 2015 PREPARED FOR: MRS. SHERRILL K. HERBEL 23 821 124TH AVE SE KENT, WASHINGTON 9803.1.-3609 PREPARED BY: BRANT A. SCHWEIKL, P.E. SCHWEIKL AND ASSOCIATES, PLLC. 1945 SOUTH 375TH STREET FEDERAL WAY, WA 98003 (253) 226-4508 RECEIVED APR 2 3 Z015 CITIi OF RENTON PLANNING DIVOON Co ity f EXHIBIT 10 Department of Community and Economic Development Planning Division ADMINISTRATIVE POLICY/CODE INTERPRETATION ADMINISTRATIVE POLICY/CODE INTERPRETATION #: CI -64 MUNICIPAL CODE SECTIONS: Ordinance 5724 Interim Zoning Standards, and 4-2-110A, Development Standards for Residential Zoning Designations (Primary and Attached Accessory Structures) REFERENCE: N/A SUBJECT: Side Yard Setback Requirements adopted under Ordinance 5724 BACKGROUND: Interim zoning standards were adopted under Ordinance 5724, which superseded adopted development standards for the R-8 zone. These interim development standards included increasing the required 5 -foot side yard setback to 7.5 feet and increasing the required 15 -foot side yard along a street setback to 17.5 feet. These interim standards were adopted in anticipation of the City Council rezoning certain R-8 zoned properties to a new R-6 zone. The new R-6 zone and associated development standards were adopted under Ordinance 5744 amending RMC 4-2-110A, Development Standards for Residential Zoning Designations. Ordinance 5744 requires the following side yard setback: "combined 15 ft. with not less than 5 ft. on either side", which provides more flexibility than the 7.5 -foot side yard setback adopted under Ordinance 5724. In addition, the side yard along a street setback was increased to 25 feet. JUSTIFICATION: The interim standards adopted under Ordinance 5724 were adopted quickly to prevent the development of R-8 zoned properties to R-8 development standards, when R-6 development standards may be more compatible with surrounding development patterns. The standards adopted under Ordinance 5744 were thoroughly vetted through the public process including the Planning Commission and City Council, whereas the interim standards were quickly adopted with less public input. Therefore, projects which are vested to the interim standards under Ordinance 5724 should be subject to the side yard and side yard along a street setback requirements adopted under Ordinance 5744. DECISION: Projects vested to the interim zoning standards adopted under Ordinance 5724 shall be required to comply with the side yard and side yard along a street setback requirements adopted under Ordinance 5744. H:\CED\Planning\TR1e W\Docket\Administrative Policy Code Interpretation\CI-64\Code Interpretation.dou ADMINISTRATOR APPROVAL: C. E. "Chip" Vincent DATE: February 27, 2015 APPEAL PROCESS: To appeal this determination, a written appeal --accompanied by the required filing fee --must be filed with the City's Wearing Examiner (1055 South Grady Way, Renton, WA 98057, 425-430-5515) no more than 14 days from the date of this decision. Your submittal should explain the basis for the appeal. Section 4-8-110 of the Renton Municipal Code provides further information on the appeal process. CODE . AMENDMENTS NEEDED TO IMPLEMENT DETERMINATIONS: N/A STAFF CONTACT: Jill Ding Cl -64 Page 2 of 2 DEPARTMENT OF COMMUNITY ugyor- .:_ : het cotslftl AND ECONOMIC DEVELOPMENT ,.. ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: June 11, 2015 Project Name: SE 192nd Street Short Plat Project Number: LUA15-000277, SHPL-A Project Manager: Jill Ding, Senior Planner Owners: Mathew and Saramma Titus, 12329 SE 238th Place, Kent, WA 98031 Sherrill K. Herbel, 23821124 th Avenue SE, Kent, WA 98031 Contact: Robert Elliott, Craftsman Signature Homes, LLC, PO Box 354, Sumner, WA 98390 Project Location: 112XX SE 192nd Street (parcel no. 662340-0131) Project Summary: The applicant is requesting Administrative Short Plat approval for the subdivision of an existing 21,953 square foot (0.50 ac) vacant lot into two lots for the future construction of single family residences. The project site is located within the Residential -8 dwelling units per acre (R-8) zone. Proposed Lot 1 would have an area of 11,135 square feet and Lot 2 would have an area of 10,022 square feet. Access to the site is proposed via two access easements with a combined width of 34 feet, over the western portion of the property, off of SE 192nd Street, a City of Kent right-of-way. The City of Kent requires a 5 -foot right-of-way dedication along SE 192nd Street, any frontage improvements required along SE 192nd Street would be reviewed and approved by the City of Kent. No critical areas are mapped on the project site. Exist. Bldg. Area SF: N/A Proposed New Bldg, Area Unknown (footprint): Proposed New Bldg. Area (gross): N/A Site Area: 21,953 square feet Total Building Area GSF: N/A SHPL Report 15-000277 City of NOTICE OF APPLICATION AM— AapAeadnn has been Illedand arrepted whh dia Oepartmentd famesiall Eo.oeYe 0.elePmed ICEOI—RmnlrE DbMm tithe Or, d Rmtnn. The fe II0lNeE bAeMdaPalbrtMepelkWmaM eM neuaa.y P.l Appram4 OAR OF NOTICE OF MIPLIC110N: May], 2usS PROIECTNAhR/NIAA9ER SL 19e Shmt Platt LlJA15-000177, Sh PL -A PROiECTOESLAIPTION:the ,p ll b requotm, Adminbbanee Sll Plat app ,,d I. dr 3uldMssen Mf—ARl 3].955 square loot 10.50 aci vaontldiram ho lavl. the future eaftanis. fs'l le family ,.!dans ler pmied dte is boxed —11. sh! Aesldlmltµ dwall&q W W pet Pct! iA61 mrsw ➢ Pgnd tot i would brae en aro d 12,335 square flet aid Lp[ 3 wpuld have M aro F10/: sedan Fan. A[[.sm dr pr """"'d an ebill 2Ofootw,de pitvat! -i, n- omoewtw poreknoftheprpp",did SEig2nd Sweet. Cilyd Rent ryMaf.wry. the Ury pF Renl require a Snot dlhtalyury dedlvtbn abritY 19354 SbM, arty fn= imp—mmrb nyrired along SC lSlrlet -11d ire revkwed and ap0w ped W Rent wr CRV of NP taNbi amu n maPped on IM PrpjeQs ll PRIC6=11MOCATIOM, 110aR SE 19E'a ST PERMfISfREVEWREgJF5R11: Ad, lnisba the Shod Plat APRICANTfpROIOOf [OtRARPFASON� gehlrt Ellh07CmfrwnaP SlEnetNre lLOrnlS Llf�ORR 35efSunnar, WA 933301] 53-]EF41291nMIt EIIhCOQCrJhpTirdlgrgtYMHOnsa�rom rO,bema l m Or sib— eppil.don mon he rubmend In -dM b JR1 Oros Serie Phe—, Oaprtmant d IhrunuNly aEoareraa OereMPmen4 S05S SCurh Grady WPV, RMtOe, WA Uill by l per. m f!M i1,1013. If you hwegeMlnns aMLt th,s ­1-1.pr- nh re to nada F Pani el I—nd and —We addid-ead rrodRodNn M -.01m, [ontla dmi FWJW Manager at I4251 430 8593. Myons who lubmid rrbbm pmnmil vdl i didically beeome a part/ d —ond and sell be -til M(,n, decldpn pre Nb pvjeG PLEASE INCLLJOETHE PROJECT NUMBER WHEN CALSJNP FOR PROPER NEE I6017IFICATION OAR OF APPLICATION: APRIL 231, 2035 NOEIQ OFCOMPLEE IE you Weald ERE m bis made d pam eI,!turd m —o fdMar Information On dRI Pmposid PmWt wmpla a Ibis (ormandrebrnt¢ Clbycf Rend re, LEO, Planning Oil 1055 South Grady Wary, Rail WA 99057. File Name I it SE L93nd Short Pbt J LUA15{U0177, SMPL.A NAME: TELEPHONE N0.: CERTIFICATION IJ j �' I; . is hereby certify that 3 copies of the above document were posted in `3 anspicuous places or nearby the described property on Date: I ) zT �� 1 Signed: STATE OF WASHINGTON j SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that l Vin signed this instrument and acknowledged it to be his/her/thL4 free andvbluntary act for the uses and purposes mentioned in the instrument. Notafy lic in and for the State of Washington ri4 p.11 Notary (Print): y My appointment expires: aq 'z I or- ,,. Leslie Betlach ity r Plan Review Routing Slip Plan Number: LUA15-000277 Name: 192nd Street Short Plat Preapp[ication 0I Mqr o �Q Site Address: 110XX Block of SE 192nd Street Capt: $ Y Description: The applicant is requesting Administrative Short Plat approval for the subdivision of an exist]" Are foot (0.50 ac) vacant lot into two lots for the future construction of single family residences. The project site is located wit irt$ � N Residential -8 dwelling units per acre (R -S) zone. Proposed Lot 1 would have an area of 11,135 square feet and Lot 2 would hareu area of 10,022 square feet. Access to the site is proposed via an existing 20 -foot wide private access easement, over the western porton of the property, off of SE 192nd Street, a City of Kent right-of-way. The City of Kent requires a 5 -foot right-of-way dedication along SE 192nd Street, any frontage improvements required along SE 192nd Street would be reviewed and approved by the City of Kent. No critical areas are mapped on the project site. Review Type: Community Services Review- Version 1 Date Assigned: 05/06/2015 Date Due: 05/21/2015 Project Manager: Kris Sorensen Environmental Impact Earth Animals Light/Glare Historic/Cultural Preservation Air Environmental Health Recreation Airport Environmental 10,000 Feet 14,000 Feet Water Energy/Natural Resources Utilities Plants Housing Transportation Land/Shoreline Use lAesthetics Public Service Where to enter your comments: Manage My Reviews Which types of comments should be entered: Recommendation - Comments that impact the project including any of the Enivornmental Impacts above. Correction - Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed - i have reviewed the project and have no comments. Reviewed with Comments - I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit - I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Signature of Director or Date On the 7th day of May, 2015, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Robert Elliott, Craftsman Signature Homes Contact/Applicant Mathew Titus I Owner Dwayne & Sherrill Herbel Owner 300" Surrounding Property Owners I See Attached (Signature of Sender): STATE OF WASHINGTON `"�'`\\M\N\kk,. COUNTY OF KING ) SS �� P� "stillt� .Z7*pT,4,L�.'�N ' I certify that I know or have satisfactory evidence that Sabrina Mirante • .. ;; signed this instrument and acknowledged it to be his/her/their free and voluntary act for f$.e;A s� eWpos s mentioned in the instrument. ��� X8.1 (3 Dated: IV &uO15- N to Public in and for the State of Washington Notary (Print): My appointment expires: SE 192 Short Plat LUA15-000277, SHPL-A template - affidavit of service by mailing A-t� ¢ a1?f 3Q1� m_ Dwayne and Sherrill Herbel 23821124th Ave SE Kent, WA 98031 ..�_ Mathew Titus Robert Elliott 12329 5E 238 PI Kent, WA 98031 Craftsman Signature Homes PO Box 354 Sumner, WA 98390 8944470000 ARBINI MICHELLE L 19168 110TH PL SE RENTON, WA 98055 8944470000 BAKOS CHERI L 19112 110TH PL SE #D 6 RENTON, WA 98055 1565950010 CHEN JACLYN WEN-WA+CHEN DON 19134 113TH WAY SE RENTON, WA 98055 1565950560 CHUNG LAN QUI & INTHAMOME K 11211 SE 190TH PL RENTON, WA 98055 6623400132 EGGEBRECHT ERVIN E 11044 SE 192ND ST RENTON, WA 98055 8944470000 FRITZ ERIC M+KRISTIN P 19136 110TH PL SE RENTON, WA 98055 8944470000 GARNER KEITH+MARGARET 7683 SE 27TH ST #486 MERCER ISLAND, WA 98040 8944470000 GUNTER DANA M+TOBIN DAVID M 10407 SE 202ND PL KENT, WA 98031 6623400131 HERBEL DWAYNE D+SHERRILL K+ 23821 124TH AVE SE KENT, WA 98031 8944470000 ARREOLA LEONORA P 19104 110TH PL SE RENTON, WA 98055 7300000400 BOUNYAVONG SONG+SUSAN H 19309113TH PL SE RENTON, WA 98055 1565950590 CHOM TIMOTHY+KOL CHANTHIDA 19113 113TH WAY SE RENTON, WA 98055 8944470000 CRIM STACY M 19129 110TH PL SE RENTON, WA 98055 8944470000 ELLIS TYSON D 19172 110TH PL SE RENTON, WA 98052 1565950580 GADUPUDI VENKATA R 1200 S 36TH PL RENTON, WA 98055 6623400135 GONG ZHONGXIN+YING LI 4267 155TH PL SE BELLEVUE, WA 98006 8944470000 HAMMER STEFAN 14455 SE MOUNTAIN RIDGE AVE HAPPY VALLEY, OR 97086 8944470000 HILDEBRAND DIANE E 19114110TH PL SE RENTON, WA 98055 6623400151 BAKER KENNETH J 11029 SE 192ND ST KENT, WA 98031 8944470000 CARBONATTO FREDRICK J+DEBOR 42447 W ALMIRA DR MARICOPA, AZ 85138 6623400136 CHOW ANDREW & LISA 11203 SE 190TH PL RENTON, WA 98055 1565950600 DAVIS JENNIFER R 19117 113TH WAY SE RENTON, WA 98055 8944470000 ESLINGER SANDRA 19171 110TH PL SE RENTON, WA 98055 8944470000 GALLEMORE HEATHER L 19132 110TH PL SE RENTON, WA 98055 6623400136 GONG ZHONGXIN+YING LI 11201 SE 190th PI Renton, WA 98055 8944470000 HENRY NANCY J 19133 110TH PL SE RENTON, WA 98055 8944470000 HODGES DANNY L+JEANINE A 19107 110TH PL SE RENTON, WA 98059 1565950020 1565950550 8944470000 HUFANA ABEL P+CRISTINA D HUYNH DAN CHI+MAI VINH KELLY TERESA 19128 113TH WAY SE 11207 SE 190TH PL 19140 110TH PL SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8944470000 8944470000 8944470000 KONGSAWATSAK PUONGPUN KOSKELA ROGER A+KAY L KU CHENG-HUI+HSIU-CHIN CHAN 19174 110TH PL SE 23944 42ND AVE SE #29G 19106 110TH PL SE RENTON, WA 98055 BOTHELL, WA 98021 RENTON, WA 98055 1565950030 8944470000 1565950570 KUSZ NICHOLAS P+KART M K LAW LISA M LE NGOCNGA 19110 113TH WAY SE 19134 110TH PL SE 12753 SE 41ST PL UNIT 428 RENTON, WA 98055 RENTON, WA 98055 BELLEVUE, WA 98006 1565950040 8944470000 8944470000 LEE OMAR & CHRISTINE LEW JEFFREY 8 LIU DARREL DAZH I+XIN LIANG Z 8448 N MERCER WAY 19166 110TH PL SE 19173 110TH PL SE MERCER ISLAND, WA 98040 RENTON, WA 98055 RENTON, WA 98055 8944470000 6623400134 8944470000 LU SIYUAN+YAN SHI MCINTIRE DALENE MCKILLIP ELKE L 231 MEADOW RIDGE LOOP 11054 SE 192ND 19149 110TH PL SE RICHLAND, WA 99352 RENTON, WA 98055 RENTON, WA 98055 8944470000 1565950540 1565950540 MERCER SCOTT M MIKHAIL YOUSSEF A MIKHAIL YOUSSEF A/OR RESIDENT 19164 110TH PL SE #2A 19013 112TH PL SE 19013 112th PI SE RENTON, WA 98055 RENTON, WA 98055 Renton, WA 98055 8944470000 8944470000 1565950610 MILLER BETH L MOORE ANGELA Y NACARIO MANUEL D+MARIA LOUR 19103 110TH PL SE 19116110TH PL SE 19123 113TH WAY SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98056 8944470000 8944470000 8944470000 NICHOLS EMMANUEL L OKS BORIS OLSEN JOAN M 19124 110TH PL SE 19155 110TH PL SE 19157 110TH PL SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 6623400141 8944470000 6623400120 PARKER DEANNA K PASCUA ROGELIO M+GUADALOPE PETRILLI BRETTJ 11043 SE 192ND ST 19130 110TH PL SE 11014 SE 192ND ST KENT, WA 98031 RENTON, WA 98055 RENTON, WA 98055 6623400137 8944470000 8944470000 PHAN DIEU-THANH THI RAMOS EDWARD V+ELIZABETH P REID RACHEL M+DAVID BJR 11205 SE 190TH PL 19178 110TH PL SE 19120 110TH PL SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19136 110th PI SE 19104110th PI SE 19105 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19178110th PI SE 19177110th PI SE 19131 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19168 110th PI SE 19167 110th PI SE 19155 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 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8944470000 RESIDENT RESIDENT RESIDENT 19166110th PI SE 19106110th PI SE 19132 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19172 110th PI SE 19127 110th PI SE 19114110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19142 110th PI SE 19122110th PI SE 19173 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19120110th PI SE 19159110th PI SE 19130110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19133 110th PI SE 19147 110th PI SE 19124 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT RESIDENT RESIDENT 19134110th PI SE 19149110th PE SE 19108 110th PI SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8944470000 8944470000 8944470000 RESIDENT ROBARGE SANDRA J ROSE TERRY L 19129 110th PI SE 19102110TH PL SE 19147 110TH PL SE Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98055 7300000390 8944470000 8944470000 SADOVNIK ALEKSANDR SCHOUWEILER HEATHER D SEBASTIAN SHIRLEY J 19303 113TH PL SE 19175110TH PL SE 19167 110TH PL SE UNIT 11-D RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8944470000 6623400133 522059280 SERVIS LOA SLAUGHTER CLAUDE STEWART KATHERINE A+PATRICK 19105 110TH PL SE 722 HAZEL AVE N 11215 SE 192ND ST RENTON, WA 98055 KENT, WA 98031 KENT, WA 98031 8944470000 522059002 6623400140 TO KYTHI TOSCHI STEVEN A TOSCHI/WHITNEY LLC 19163 110TH PL SE #11E P 0 BOX 6117 PO BOX 6117 RENTON, WA 98055 KENT, WA 98064 KENT, WA 98064 8944470000 6623400129 8944470000 VALDEZ CHRITINA M+BOTELLO G VARDEMAN JERRY G VICTOR APRIL S 19144110TH PL SE #19144 11038 SE 192ND 19176110TH PL SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8944470000 8944470000 8944470000 WALTMANN LEONARD & KATHY WANG LIN WELLS DEEANN 9207 S 197TH ST 19127 110TH PL SE 19142 110TH PL SE RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8944470000 7300000410 8944470000 WILSON SHARON L YAPLEE JAYSON YOUNG MATTHEW 19151 110TH PL SE 130 DESCANSO DR #156 19131 110TH PL SE RENTON, WA 98055 SAN JOSE, CA 95134 RENTON, WA 98055 Denis Law — C1ty of Mayor `� A+ :AIR + -_W Community& Economic Development Department May 7, 2015 C.E."Chip"Vin cent, Admi nistrator Robert Elliott Craftsman Signature Homes, LLC PO Box 354 Sumner, WA 98394 Subject: Notice of Complete_ Application SE 192nd Short Plat, LUA15-000277, SHPL-A Dear Mr. Elliott: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted far review. Prior to that 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, Jill Ding Senior Planner cc: Mathew and Sara mma Titus / 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 & Economic Development (CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: May 7, 2015 PROJECT NAME/NUMBER: SE 192°4 Short Plat/ LUA15-000277, SHPL-A PROJECT DESCRIPTION: The applicant is requesting Administrative Short Plat approval for the subdivision of an existing 21,953 square foot (0.50 ac) vacant lot into two lots for the future construction of single family residences. The project site is located within the Residential -8 dwelling units per acre (R-8) zone. Proposed Lot 1 would have an area of 11,135 square feet and Lot 2 would have an area of 10,022 square feet. Access to the site is proposed via an existing 20 -foot wide private access easement, over the western portion of the property, off of SE 192nd Street, a City of Kent right-of-way. The City of Kent requires a 5 -foot right-of-way dedication along SE 192nd Street, any frontage improvements required along SE 192nd Street would be reviewed and approved by the City of Kent. No critical areas are mapped on the project site. PROJECT LOCATION: 11OXX SE 192"' ST PERMITS/REVIEW REQUESTED: Administrative Short Plat APPLICANT/PROJECT CONTACT PERSON: Robert Elliott/Craftsman Signature Homes, LLC/PO Box 354/Sumner, WA 98390/253-266-1128/robert.Elliott@CraftsmanSignatureHomes.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 May 21, 2415. 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. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: APRIL 23, 2015 NOTICE OF COMPLETE APPLICATION: MAY 6, 207.5 If 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.: SE 192nd Short Plat/ LUA15-000277, SHPL-A NAME: MAILING ADDRESS: TELEPHONE NO.: City/State/Zip: City of,,!,, rr . if 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, INA 98057. File Name / NQ.: SE 192nd Short Plat/ LUA15-000277, SHPL-A NAME: MAILING ADDRESS: TELEPHONE NO.: City/State/Zip: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: YKCA+he&J and _5Alro� Mk"A f IP41S ADDRESS: 1,�,3aCj 93$+4% PL CITY: KQv, _� ZIP: q S 03 I TELEPHONE NUMBER: tzo (o ) �5 y -7�v 2'� APPLICANT (it other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: 12'Aar4 r"101A COMPANY (if applicable) Cru SI �N L�- ADDRESS: Po 90?� r CITY: 5Vl VIPs ZIP: qy3 c)Q TELEPHONE NUMBER AND EMAIL ADDRESS: (253) 266-1128 Robert. Elliott@sCraftsmanSignatursHomes.com C:\Lasers\Robert\Downloads\masterapp (1).doc PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: SE 192nd ST. Short Plat PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 110XX SE 192nd Street Renton, WA 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 6623400131 EXISTING LAND USE(S): Vacant (Single-family) PROPOSED LAND USE(S�: Two Lots (S v't l.e. - e. WL i L EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: r R-$ RE ;= 1. PROPOSED ZONING (if applicable): �F 2015 SITE AREA (in square feet):), NT 21,953 r - SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 795 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 4,522 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) 5.24 NUMBER OF PROPOSED LOTS (K applicable) 2 NUMBER OF NEW DWELLING UNITS (if appl'ical 1 FC' Rev: 02/2015 APR 2 3 2015 CITY OF RE NTON AP.'Pili.G 1�iVi�1C3N -)F RENTON PROS_ fT INFORMAT NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 1ON contlnm_ PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFl£R PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. 0 SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach al description on se rate sheet with the following information Included SITUATE IN THE SE QUARTER OF SECTION 32 ,TOWNSHIP 23 ,RANGEE51N THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) ikw� �f , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) the current owner of the property involved in this application or 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. 2 2 r '_ n4l-0,C1_'_� )�� 1 , Signature of Owner/Representative Date Sig ature of Owner epresentabve Date STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Aft' �ve;ti � _ 5 Wd 0�14 signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Dated _ EVAN STEAAT STATE OF WASHhVTON NOTARY OUMIC W CO MMISSMEXJE IBES, 09-20=18 C:\Users\RobertNDownloadslmasterapp (1).doc Notary Public in 'And for the State of Notary (Print): My appointment expires: � - �2 6 12 Rev:02/2015 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Planning Division City Of LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: S herr i 1 I K. 144.- b Qzl ADDRESS: d S i3 2 i l;L 41444 AVE 5 E CITY: K�P- Vt 1 ZIP: C, 903 1 TELEPHONE NUMBER: 2 50 ! 4 -1C - APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER: CONTACT PERSON NAME: 906C4- E111,64 COMPANY (if applicable :, rr � ADDRESS:1-b 3� y CITY: Sm m o a f ZIP: TELEPHONE NUMBER AND EMAIL ADDRESS: (253) 266-1128 Robert. Elliott@CraftsmanSignatureHome . H Z'jj u 1i PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: SE 192" d ST. Short Plat PROJECTIADDRESS(S)/LOCATION AND ZIP CODE: 110)0(SE 192nd Street Renton, WA 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 6623400131 EXISTING LAND USE(S): Vacant (Single-family) PROPOSED LAND USE(S): Two Lots La rt. ^ ly EXISTING COMPREHENSIVE COMPREHENSIVE PLAN MAP DESIGNATION: !e�-sr PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: R-8 PROPOSED ZONING (if applicable): SITE AREA (in square feet): 21,953 SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 795 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: 4,522 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) 5.24 NUMBER OF PROPOSED LOTS (if applicable) 2 NUMBER OF NEW DWELLING UNITS (if applicable): C:masters \Users\Robert\Downloads I TY � pp {1)_doc_ Rem: 02/2015 PLANNING PROJ,v-.;T INFOR NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): MAT ION continue_ PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. • GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following Information included SITUATE IN THE SE QUARTER OF SECTION 32 , TOWNSHIP 23 , RANGE 5 , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Names) �', A� 1 , declare under penalty of perjury under the laws of the State of Washington that I am (please check one) L the current owner of the property involved in this application or 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. 1< H-tA[j 4 - 2- 2- -,) (1) 5, Signature of Owner/Representative Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that.—.5 Lit (l f f` {i.I 1`/ �rl signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned ir),,the instrument., Dated EVM STEMAT SIATt; of WAM41INGTON VARY _PCiftc l lMtSSMEXP RES MMis Notary Public in and for the State of Washington EUS 5 Notary (Print): My appointment expires: 91A 1 ( _ C:\Users\Robert\Downloads\masterapp (1).doc Rev: 02/2015 Legal Description Lot A King County Boundary Line Adjustment Number L05L008, recorded under Recording Number 20060306900014, records of King County, Washington. SITUATE IN THE SE QUARTER OF SECTION 32 , TOWNSHIP 23 , RANGE 5 , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON t y PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by. 1. Property Services 2. Public Works Pian Review 3. Building 4. Planning H.'10EDTataTo ma-TempWWS6r4j p HandouWptgnnko aNwnfsubmittalregs xJs ��•• �yy i� :::.:::::::::::{::::::::::::::: Calculations 1 Construction Mitigation Description 2AND 4 r'•• - Density Worksheet 4 asci- - Drainage Report,z Environmental Checklist 4 �i}}�•• ::v:'!': Y•F� �� •:•S`l+1�'�[I_�•..._. j., ..:i %:'�: �;�:. `:�Y]j�;ejece� 'e�iejj ��jc;c;j -'. - ?'i'E Existing Easements (Recorded COPY) 4 This requirement may be waived by. 1. Property Services 2. Public Works Pian Review 3. Building 4. Planning H.'10EDTataTo ma-TempWWS6r4j p HandouWptgnnko aNwnfsubmittalregs xJs 4( PLANNING DIVISION WAIVF-iA'OF SUBMITTAL REQUIRciMENTS FOR LAND USE APPLICATIONS ........... Plat Name Reservation 4 ........... "-- .. ... .. Public Works Approval Letter2 ,Screening Detail 4 Stream: or bake Study, Standard 4 ........... This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning 111=D�t5DVNa� 51 �WL, - PROJECT NAME: DATE: --7 . / I HACEMalaWwr,B-T&nPWNZ,W4"Hardluts%PlaMngV4wivmWjbmiftalreqs.xis PREAPPLICATION MEETING FOR 192nd Street Short Plat 11OXX Block of SE 192"d Street PRE 13-000812 CITY OF RENTON Department of Community & Economic Development Planning Division July 3, 2013 Contact Information: RECEIVED +A .10. Planner: , 45.43APR 2 3 2015 Public Works flan Reviewer: Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 CITY OF RENTON Building Department Reviewer: Craig Burnell, 425.430.7290 PLANNING I)NISIGN 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 Worsts Administrator and City Council). Fire &Emergency Ser, `c c;�af. Department � TPe(�: - M E M 0 R A N D U M DATE: 6/26/2013 12:00:OOAM TO: Gerald Wasser, Associate Planner FROM: Corey Thomas, Plan Review/Inspector SUBJECT: (192nd Street Short Plat Preapplication) PRE13-000812 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 3,606 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 1,540 gpm. One existing hydrant can be counted toward these requirements. A water availability certificate is required from Scos Creek Water and Sewer District. 2. The fire mitigation fees are applicable at the rate of $479.28 per single family unit. This fee is paid at. building permit issuance. 3. Fire department apparatus access roadways are adequate. Page 1ofI to determine if additional right r4,j rr frontage improvements will be —1i I . QEPA" �'tre. qrt-9fi �hpac e�pplicabie on the construc__.ir �i oases a the time of building permit application. The current transportation i t E AND f0{V{kQlR @NTw increase on January 1, 2014, te-- { house. The transportation impact fee that is current at the time of building permit application will be levied. 3. The maximum width of single tO g�f�gelivrPhAn�extedope feet (9') and double -loaded garage driveway shall not exceed''s�"i''xteen fee ( }. General Comments I construction util' and street improvements will require separate plana submittals. i AT vfm/ fP�Am All utility plans shall con€ rm t e. Renton Draftin Standards. Plans shall be prepared by a licensed Civil Ngineer. Geralwasser, Associate Panner FROM: Jan Illian, Plan Reviewer SUBJECT: (192nd Street Short Plat Preapplication) PRE13-000812 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non -binding and may not 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 1. Water Service provider will be Soos Creels Water and Sewer District. A water availability certificate will be required to be submitted to the City. Sanitary Sewer 1. Sewer Service will be provided by Soos Creek Water and Sewer district. A sewer availability certificate will be required to be submitted to the City. Storm Drainage 1. There are no drainage improvements in SE 192nd Street 2. Small project drainage review is required for any single-family residential project that will result in 2,000 square feet or more of new impervious surface, replaced impervious surface, new plus replaced impervious surface, or 7,000 square feet of land disturbing activity. If the project exceeds anyone of these thresholds, a drainage plan and drainage report will be required with the site plan application. The report shall comply with Appendix C of the 2009 King County Surface Water Manual and the City of Renton Amendments to the KCSWM, Chapters 1 and 2. Based on the City's flow control map, this site falls within the Peak Rate Control Standard, Forested Conditions. 3. 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. 4. Surface Water System Development fees are $1,120 new per lot. This is payable prior to issuance of the construction permit. Credit is given for the existing home. S. A Construction Storm Water Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. Transportation/Street 1. SE 192nd Street is within the city limits of Kent. Curb, gutter and sidewalk along the frontage of the short plat are required subject to the City of Kent's design standards. Applicant will need to contact the City of Kent Pa e1 O?�2 © o Of DEPARTMENT OF COMMUNITY �t�� �(C&R AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 3, 2013 TO: Pre -application File No. 13-000812 FROM: Gerald Wasser, Associate Planner SUBJECT: 192nd Street Snort Plat 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 saibject 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'pianning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal: The subject property is located on the north side of SE 192nd St, in the Benson Hill annexation area (APN 6623400131). The project site is primarily flat, totals 0.50 acre in area and is zoned Residential — 8 dwelling units per acre (R-8). The applicant is proposing to subdivide the site into 3 -lots. Proposed Lot 1 would be 8150 square feet (with a net area of 5,382 square feet), Proposed Lot 2 would be 5,500 square feet (net 5,000 square feet), and Proposed Lot 3 would be 6,900 square feet. All three proposed lots would take access from SE 192nd Street via a joint use driveway/access easement through Proposed Lot 2. The applicant describes a 20 -foot access easement along the western side of the subject property. Note: The applicant has Indicated that the existing parcel is 21;942 square feet in area; the King County Assessor Indicates that the property Is 21,953 square feet in area, and the total of the three proposed lots on the submitted site plan totals 20,550 square feet Current Use: The subject property is vacant. Mced\planning\current planning\preapps\13 MS12.jerry�pre013-0o0812, 192nd street shpt, Vots, r-8.doc 192nd Street Short Plat, PRA -"S12 Page 2 of 4 July 3, 2013 Zoning/Density Requirements: The subject property is zoned Residential -8 dwelling units per acre (R-8). The minimum density in the R-8 zone is 4.0 dwelling units per net acre (du/ac) and the maximum density is 8.0 du/ac. Note: Private access easements, critical areas (wetlands, streams, slopes in excess of 40%), and public right-of-way dedications are deducted from the total area to determine net density. Please be advised that SE 192nd Street is within City of Kent jurisdiction. Street improvements and any additional right-of-way dedication would be determined by the City of Kent Additional right-of-way dedication may affect the net density of the proposed project The applicant must provide verification from the t:ity of Kent regarding street improvements and right-of-way dedication. The applicant has indicated that there is a 2D foot access easement along the western property line. However, there is a driveway across the subject property (north/south) which provides access to the abutting parcel to the north. The eastern edge of this driveway appears to varyfrom approximately 34 feet to approximately 55 feet from the western property line. Staff suggests that the applicant consider investigating whether this driveway represent£ a prescriptive access easement Prescriptive easements would be considered in a similar fashion as recorded access easements and, therefore, may affect the net density of the project A Density Worksheet would be required with a formal short plat application submittal. The applicant has indicated a net density of 7.14 which falls within the density range of the R-8 zone, but if o prescriptive easement exists, the net density may increase. Development Standards: The project would be subject to RMC 4-2-110A, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. Minimum Lot Size. Width and Depth — The minimum lot size permitted in Zone R-8 is 5,000 square feet for parcels one acre or less. Minimum lot width is 50 feet for interior lots and 60 feet for corner lots; minimum lot depth is 65 feet. Note: As shown on the submitted site plan, the lots conform to the minimum lot size, depth and width requirements. Note: Compliance with minimum lot width and depth would be verifiPed at the time of building permit review. Building Standards —The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. The maximum impervious coverage in the R-8 zone is 75%. Building height is restricted to 30 feet. Detached accessory structures must remain below a height of 15 feet and one-story. Accessory structures are also included in building lot coverage calculations. Note: Compliance with building standard requirements is verified at the time of building permit review. h:\ced\planning\current ptanning\preapps\13-000812_je"\pre013-000812, 192nd street shpt, 3 -lots, r- 8.doc 192nd Street Short Plat, PRE13-O00812 Page of July 3, 2013 Setbacks —Setbacks are the minimum required distance between the building footprint and the property line_ The required setbacks in Zone R-8 are: Front yard —15 feet for the primary structure. Rear yard — 20 feet. Side yards — 5 -feet, except 15 -feet for side yards along a street or access easement. Note: The western side yard of Proposed Lot 1 would be considered a side yard along a street; the required 15 foot setback may affect the size of the "building envelope" on that proposed lot Setbacks would be verified at the time of building permit review. Residential Design and Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-115 would be applicable to any new residential structures. A handout indicating the applicable guidelines and standards is enclosed. Access/Parking: The applicant has indicated that a "Y-shaped" joint use driveway (access easement) across Proposed Lot 2 would provide vehicular access to all three proposed lots. Such joint use driveway would have one driveway cut and would take access from SE 192nd Street. Driveways may be a maximum of 16 feet at the property line; this width has been indicated on the submitted site pian. Two off street parking spaces are required for each lot. Note: While reducing the number of driveway cuts in the submitted proposal Is commendable because SE 192"'0Streetis busy, Proposed Lot 2 would ultimately have a very large area of pavement within the front yard setback. RMC 4-7-150E.5 states that alley access is the preferred street pattern. Staff suggests that the proposed project be redesigned to accommodate existing easements, both recorded and prescriptive. If the applicant has access rights over such easements, It Is suggested that any redesign incorporate the use of a joint use easement where new lots take access from the rear. Such redesign may result in the reduction of the number of proposed lots. Landscaping: Except for critical areas, all portions of a development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought -resistant, vegetative cover. Development standards require that all pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet. In addition, if there is no landscape strip within the right-of-way, then two ornamental trees are required in the front yard setback area of each lot. These trees would need to be planted prior_ to the final inspection of the building permit. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptual landscape plan would be required at the time of formal Short Plat application. 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 h:lcedlplanning\current planningrpreapps�13-000812.jerry\preQ13-000812,192nd street shpl, 3 -lots, r- 8.doc 192nd Street Short Plat, PFtia3-OM12 e Page 4 of 4 July 3, 2013 worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If staff determines that the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. Critical Areas: There are no mapped critical areas on the subject site. Environmental Review: The project is categorically exempt from Environmental (SEPA) Review. Permit Requirements: Short Plat requests are reviewed within an estimated time of 6 to 8 weeks, from the time that the application is accepted as complete. The fee for a short plat application is $1,442.00($1,400.00 plus 3% Technology Surcharge Fee). Fees: In addition to the applicable building and construction fees, impact fees are required. Such fees apply to all protects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2013 are as follows: • Transportation Impact Fee - $717.75 per new single-family mouse; • Park Impact Fee - $530.76 per new single-family house; • Fire Impact Fee - $479.28 per new single-family house; and • Renton Schools Impact Fee - $6,392.00 per new single-family house. A handout listing all of the City's Development related fees is attached for your review. Please note that all impact fees will increase in 2014. Note. When formal application materials are complete, the applicant must make an appointment with the project manager, Gerald Wasser, to have one copy of the application materials pre-screened at the 6th public counter pilar to submitting the complete application package. Mr. Wasser may be contacted at (42S) 430-7382 or gwasser@rentonwa.gov. Expiration: Upon approval, short plats are valid for two years with a possible one year extension_ h.\cedlplanning\current pianning\preapps113-000812.jerry\preOl3-000812, 192nd street shill, 3 -lots, r- 8.doc H4 - 29 T23N R5E E 1/2 ZoNWJ AARP BOOR PW 7ECHNIfAL SERVICES PRINTED ON 11/13,09 nr r�.r.�re..^rtir rrrr.rrrr.rrrr_ n+w►r.rwarrwwr..w J4 - 05 T22N R5E E 1/2 0 204 106 FoO N'sw I4 32 T23N R5E E 112 5332 rh ,# ZJ � x p6+ l p —.�►_— U A Q _: 4 c G� m m �O 5 C spKI p4' i�11ti- ILS . ^ 5 r i li I O 1 64. _ � � 1'll'ti i•I� 'I :j itiy � I: I ,# ZJ � x p6+ l p —.�►_— U A Q _: 4 c G� m m �O 5 C spKI `� ►� � ] ILS . ^ 5 r li I O 1 64. I: - u a r+ r ftl N II L c <65aw> 5 2 -9. TG5' P. z m Ul 1 4--. -E 474. las Ma M, 138. 01. D Iti-pa. CD CA <11 A TJ 141 C3, U4, fm CD S"4' 36.7)' -72' je 63, 7&" 3WO' CA 72&7j, '0 0 & 21Y M& em 00 i7 U0cn Cl 12 2a so t J6 C3N 11111 7 ilk s02 Or w 34- 122.75' 22. V 4r 2-02-47 5"o Cw LK 1/2 W 12 SE t/4 - sc 1/4 Robert Elliott From: Robert Elliott Sent: Thursday, March 06, 2014 8:42 AM To: 'Smith, Eric' Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Eric, Yes, we will pave the existing 20' access road. I will pass this info onto the City of Renton as the City of Kent's Street Improvement Requirements for the project so we can get the Shot Plat moving. Thank you, Robe 't FIZ49 t - Tacoma Peoples Builder Land & Permitting Department Manager 153-266-1118 From: Smith, Eric [mailto:ESmith@kentwa.gov] Sent: Thursday, March 06, 2014 8:35 AM To: Robert Elliott Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Robert, Yes, that sounds correct from our standpoint. I would add that, if I remember right, the existing driveway (in line with the sidewalk) that you are using for the access road needs to be replaced as well. Everything you mentioned sounds good at this point. Thanks, Eric Smith Eric N. Smith, Senior Development Engineer Development Engineering I Economic & Community Development 40" West Gowe, Kent, WA 98032 Main 283-856-5490 1 Direct 253-856-5570 eirnithdkentwa.=y CITY OF KENT, WASHINGTON �������� KentWA.gov Facebook YouTube N FASF coNS[F-FR THE :-!VVLRONrJFNT gfr?r !�F P4;N `I?4 fi THIti_ F APR 2,7 2015 CITY OF RENTON From: Robert Elliott [ma' :r rt I i e o les uild r.com FLAIdNiNU DIVISION Sent: Thursday, March 06, 2014 7:49 AM To: Smith, Eric Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Eric, Sounds good to me. So based on our proposal this is where we stand, please correct me if I am wrong: 1) SE 192"d Street improvement: - Move the property boundary in 5' for the future bike lane. - OK - Leave and use the not damaged existing curb and sidewalk. -OK - Replace the driveway apron we are not using and any sidewalk damaged during construction, with a sidewalk and curb to match what is currently there. To do work, right-of-way permit is required, with traffic control in place, cut street 12" from existing curb, remove and replace curb/sidewalk then patch street. No street grinding or overlay required - OK 2) Access -Use the existing driveway approach (back property is currently using for the driveway access) for the two new lots. Pave the 20' wide driveway access. Place houses and utilities so 112`h Ave SE can be used as the future access. - OK Please confirm I got this right. Thank you, R-196ert- 4FU40tt Tacoma Peoples Builder Land & Permitting Department Manager 253-266-1128 From: Smith, Eric maiIto: E mi k n a v Sent: Wednesday, March 05, 2014 4:33 PM To: Robert Elliott Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Robert, The way I understand it, you're already planning on removing and replacing almost half of the sidewalk along the frontage of the site. This includes the existing driveway that will be removed and replaced with sidewalk and curb/gutter as well as the existing driveway to be used for access. ff the retraining sidewalk and curb/gutter is in good enough shape at the time of construction, we could probably leave it in place. At this point, I will say that we won't give the blanket statement/comment to remove and replace all of the sidewalk, But when it's all said and done, you might come pretty close. Eric Smith Eric N. Smith, Senior Development Engineer Development Engineering I Economic & Community Development 400 West Gowe, Kent, WA 98032 Main 253-855-5490 1 Direct 253-856-5570 e5infth{�kentwa.onv CITY OF KENT, WASHINGTON KentWA.gov Facebook YouTube 2 PLEASE C0N`.IDFR THE LNVIRONME NT BEFORE PRINTING TH,' ' !. From: Robert Eifion m ilt :r bert.elli he eo lesbuilder. Sent: Wednesday, March 05, 2014 3:48 PM To: Smith, Eric Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Eric, This answers the 2' question. How about the sidewalk/street improvement question? 1) SE 192nd Street improvement: Move the property boundary in 5' for the future bike lane. - OK Use the existing curb and sidewalk. (need to know if this will work) Replace the driveway apron we are not using with a sidewalk and curb to match what is currently there. (need to know if this will work) 2) Use the existing driveway approach (back property is currently using for the driveway access) for the two new lots. Pave the 20' wide driveway access. - OK Thank you, Robert Flliatt Tacoma Peoples Builder Land & Permitting Department Manager 253-266-1128 From: Smith, Eric fmailto:ESmith0kentwagovl Sent: Wednesday, March 05, 2014 3:24 PM To: Robert Elliott Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Robert, With regard to access to the proposed short plat, the City of Kent would be in favor of the development using the existing driveway access as you showed me for this project. This would essentially pave the existing gravel driveway access on the west side of the site. This approval would be conditioned on all the utilities, pavement and home construction for this development to be built to allow a future access to the driveway (currently part of a flag lot) on the western edge of the parcel when it becomes available. When this access becomes available, the existing driveway access to SE 192nd St would need to be eliminated to driveways for the 2 proposed lots would be extended to the west. If it's not obvious from the words I chose above, this is the same solution you and 1 talked about when we met on site on that rainy day a week or two ago. Please let me know if you have questions. 3 Thanks, Eric Smith Erie N. Smith, Senior Development Engineer Development Engineering I Economic & Community Development 400 West Gowe, Kent, WA 98032 Main 253-856-5490 1 Direct 253-S56-5570 esmithfcakentwa.nnv CITY OF KENT, WASHINGTON KentWA.gov Facebook . YouTube PLEASE CONsti)ER riJE ENVIRQNMENT ;IErORE PRINTING Till From: Robert Elliott[mailto:robert.elliott@theneoplesbuilder.coml Sent: Wednesday, March 05, 2014 10:55 AM To: Smith, Eric Cc: Anil Abraham Subject: RE: Short Plat at SE 192nd St/112th Ave Eric, I also just left a message with Gerald Wasser 42S-430-7352 requesting him to call you asap. Thank you, Robe. -t clu'att Tacoma Peoples Builder Land & Permitting Department Manager 253-266-1128 From: Smith, Eric [mail :ESmith(akentwa aovi Sent: Wednesday, March 05, 2014 10:46 AM To: Robert Elliott Subject: RE: Short Plat at SE 192nd St/112th Ave Robert, No fuck with the City of Renton — either contact, I will get back with you before the end of today, regardless of whether 1 can get a hold of the City of Renton. Thanks, Eric Smith Eric N. Smith, Senior Development Engineer Development Engineering I Economic ✓§ Community Development 400 West Gowe, Kent, WA 98032 Main 253-856-5490 I Direct 253-856-5570 esmith Laken twa. nnv CITY OF KENT, WASHINGTON 4 SE 192nd Street Short Plat K E E N E D APR 23 2015 Project Narrative CITY OF Rp;NTC3N P1,ANj :NG �'1V61ow Location: The SE 192nd Street Short Plat is located within the City of Renton city limits at 1 IOXX on Parcel 662340 0131. The project site consists of 21,953 sf (0.50 ac) prior to dedication, of undeveloped, previously filled single-family zoned property adjacent to the northern right-of-way boundary of SE 192d Street with 159 lineal feet of public Right -of -Way (ROW). The public ROW improvements jurisdictional administration is the responsibility of the City of Kent. The City of Kent has indicated that the Offsite public street infrastructure improvements will include reconstruction of the westerly most concrete driveway approach to accommodate the new private 20 -foot wide short plat joint access driveway and removal of the eastern driveway approach and the addition of new concrete curb, gutter and sidewalk in it's place. Land Use Permits Required: The project will require the following; 1. Preliminary Short Plat approval 2. Engineering Design Documents 3. Right -of -Way Permit (City of Kent) Zening_Desi agn tion: The project lies within the R-8 Residential zoning. The adjacent parcel zoning within the City of Renton to the east, west and north are all R-8 Residential zoning and to the south of the SE 19Vd Street ROW is within the city limits of the City of Kent and is designated as Garden Density Multifamily (MR -G). Current Use and Existing Improvements: The existing parcel is currently undeveloped and has an existing single-family residential gravel driveway access running north -south located near the western property bounty that is the residential access to parcel number 662340 0133. The existing gravel driveway is partially located within an existing 20 -foot wide ingress/egress and utilities easement. The site current has one dedicated domestic water service (no meter) and two 6 -inch sanitary sewer service stubs extended to the parcel from the SE 192d Street ROW. Special Features: The site itself contains no special features. There is an existing public biofiltration swale, (City of Renton), within the plat of Chinquapin Ridge located along the eastern parcel boundary. Soil Type and Drainage Conditions: A Geotechnical Engineering Study was performed by Earth Solutions NW, LLC, dated 214114, that describes the existing onsite soils for the purposes developing the property for two single-family residential structures. The subsurface exploration was completed on January 20, 2014 and groundwater seepage was encountered between depths of approximately three and one-half to seven feet below the existing grades. The existing parcel soils include four to six inches of topsoil overtop anywhere from three to five and one-half feet of fill consisting of loose silty sand with gravel and loose poorly graded gravel with sand. The moisture content of the fill was characterized as moist to wet. Directly below the imported fill material is an Alderwood gravelly sandy loam (AgC), that was classified as moist to wet in all test pits. Iron oxide staining was generally encountered between 4.5 to 6.5 feet below existing grades. The existing drainage for the parcel is generally a gradual sloping sheet flow across the grassed surface from an east north-east direction to the west south-west portion of the parcel. The existing grades onsite vary between 0% and 2.75%. There are no existing storm drainage features located on the site. There an existing public Type 1 Catch Basin located within the SE 192"d Street ROW at in the curb line near the southwest corner of the parcel. The catch basin's rim elevation is 371.4 and there are 12" dia. CPEP pipe(s), E and SW, at an invert elevation of 468.55. The existing soil conditions, groundwater and available head of the existing public storm drainage system in the SE 192"d Street ROW severely limit storm drainage flow control BMP methodologies. In light of the existing soils being imported fill down to the level of the existing wet AgC soils and the groundwater seepage level the opportunity to infiltrate targeted. stormwater runoff for flow control is not possible. Therefore with infiltration eliminated physically as a flow control option we then look to onsite detention and release as a possible flow control BMP. Due to the fact that the existing public storm drainage conveyance system is to shallow to provide either vault(s)/tank(s) volume storage underneath the private access driveway with proper cover above either system. Therefore without the unreasonable addition of a large quantity of imported fill material placed over the entire parcel site to raise grades and thus grossly altering existing neighborhood surface water flow patterns and reasonable access to the exiting single-family residence on tax lot 662340 0133, the option of underground detention is not feasible. Therefore we are proposing to provide the best available Low Impact Development (LID) concepts to address the stormwater runoff from the project. Our proposal is to install pervious concrete with a shallow storage layer for all new impervious surfaces for the site (driveway access and driveways, amending existing topsoils with organic material to assist in improving runoff absorption, water holding capability and increase shallow infiltration capacity, along with the incorporation of roof downspout splash blocks. Proposed Use and Scope of Project: The proposed project is to construct two single-family residential structures in the R-8 zoning. Associated with the construction of the structures there will be the construction of a 20 -foot wide private pervious concrete driveway access, two private pervious concrete driveway pads, one new water service and two new water meters, the extension of the two existing sanitary sewer stubs and the extension of dry utilities including electricity, gas, telephone and cable. In accordance with City of Renton R-8 Zoning the maximum building coverage of the structure shall be 35% of the lot area or 2500 sf for lots over 5000 sf and the maximum impervious surface shall be 75%. The City of Kent will require the dedication of an addition 5 feet of public RDW, 795 sf. The project will have a total width of ingress/egress and utilities that encompass the westerly 34 feet of the short plat, 4522 sf. The developer currently does not have a specific house plan that can be depicted on the short plan and the intent is to sell the project to a builder once the preliminary short plat is obtains City of Renton Preliminary Short Plat approval. Number of Lots, Density and Range of Lot Size: Number of Lots: — 2 Density: — 5.24 du/ac Lot Sizes: w/o easement — Maximum: 8,755 sf (Lot 1) Minimum: 7,880 sf (Lot 2) Average: 8;318 sf Access: The proposed access to the project will be via a 20 -foot wide pervious concrete private driveway access extending from the north edge of the SE 192nd Street public ROW. The Private access driveway will be access for both of the new lots of the proposed short plat and to continue access to Parcel No. 662340 0133. The private access driveway will be within the easterly portion of 34 -foot wide ingresstegress and utility easement. The existing cement concrete driveway approach will have the westem'ramp edge replace td accommodate the proposed location of the 20 -foot wide driveway and to retain the locations of the existing mailboxes and water meters. Proposed Offsite Improvements: The City of rent has jurisdictional authority over the SE 192nd Street public RDW and has required the developer to install the following offsite public street improvements. Remove existing easterly most driveway approach and replace with new cement concrete vertical curb, gutter and sidewalk. 2. Modify and replace the necessary portions of the westerly cement concrete driveway approach to accommodate the new alignment and width of the proposed 20 -foot wide pervious cement concrete private access driveway. The proposed private infrastructure will also include the installation of one new domestic water service that will require the saw cutting of the existing asphalt and replacement to tap the existing 12" dia domestic water main that lies 13 feet north of the centerline of the public ROW. City of Kent Right -of -Way permit and water service permit from Soos Creek Water and Sewer district will be required. Estimated Construction Cost and Fair Market Value: Our opinion of probable cost of construction cost for the scope of the two single-family residential structures and the associated short plat improvements is $650,000. Estimated Earthwork Quantities and Type: The proposed grading plan for the project will be to apply a straight grade for the proposed pervious concrete 20 -foot wide private access driveway between the existing elevation of the back of sidewalk and the grade slightly above the existing gravel driveway at the northern property line. The probable excavation areas associated with the site will be the proposed crawl spaces for the two single-family residences and a portion of the southeastern corner of Lot 1. Our opinion of probable earthwork excavation quantities is approximately 290 cubic yards of onsite excavation that wiU be placed back onsite, anticipating and balanced earthwork project. The project will also import a specified quantity of organic compost that will be tilled into the existing top 6" to 8" of the surface to obtain a 5% organic content for lawn areas and 10% organic content in planter and landscaped areas. Tree to be Removed: The project has one significant tree, a 24" diameter Douglas Fir located in the northwest comer of the project parcel directly adjacent to the western edge of the existing private gravel driveway serving Parcel No. 662340 0133. In accordance wi6City of Kent and emergency vehicle access required width the proposed width of the proposed private access driveway shall be 20 feet wide. With this taken and the possible alignment of the driveway we are unable to locate the proposed driveway in such a manner as to avoid the existing Douglas Fir that is located in the ingress/egress and utilities easement Therefore it must be removed to accommodate the installation of the private 20-1oot wide driveway access. We have prepared the City of Renton, Tree Retention Worksheet, and the calculation classifies the one Douglas Fir within the proposed ingress/egress and utility easement as an excluded tree and the worksheet indicates that there is no requirement for replacement trees. Dedicated Property: The City of Kent will require the dedication of an addition 5 feet of public ROW adjacent to the southern parcel boundary for future public road widening, 795 sf. No property is proposed to be dedicated to the City of Renton, Proposed Modifications: There are no formal proposed project modifications being requested with this submittal. Distance to Nearest Wetlmd: There are no existing wetlands near the project parcel. Distance of Work to OrdigM High Water: There are no open water bodies or stream in the immediate proximity to the parcel. The closet natural storm feature is Panther Creek to the west of the site. Existiniz Shoreline: 041 Obstructed View; The proposed single—family residential structures will not exceeds the maximum zoned height limits. AWA Schweikl & Associates,pile Civil Engineering, Prrlject Management and Consulting February 24, 2015 Construction Mitigation Description Project: SE 192n' Street Short Plat 1945 S. 375th Street Federal Way WA 98003 Phone: (253) 226.4508 bschweikl@SAcivil.net The proposed construction dates for the project are as follows: Start .........................................................March 2016 Site Inffrastructure Improvements Complete .......... October 2016 Dwelling Unit Completion..............................October 2017 ECEIVED APR 2 3 2015 C9 � �� �i TON ,'INN'moi`!! !ON The proposed construction hours for the project will be limited to a normal workweek, Monday -Friday, 7:00 am. to 6:00 p.m. Presently it is not anticipated that there will be a need for any special time for construction or hauling during the evening hours. There is however a chance that some subcontractors may chose to work during the daytime hours on weekends. The proposed grading plan is proposed as a balanced site with respect to onsite mass grading. There is anticipated 'importation of supplemental topsoils and organic compost. The proposed haul and transportation routes utilized by the project will be dependent upon which hauling contractor is selected for the project, their equipment, the availability of material and the times of operation of the supplier. At this time a hauling contractor and suppler have not been chosen. Once this happens, then the actual routes and timing can be determined. Do to the scope of this project; one new home on a two lot short plat with an estimated total of less than twenty dump truck loads of fill, the overall impact of transporting fill material to the site is minimal. Unwanted dust particulate can be controlled to a certain extent by the application of water before and during grading activities. Mechanized street sweeping also can be utilized to control dust and/or mud leaving the site. It is assumed the construction vehicles used will be equipped with factory -installed mufflers and spark arresters that would control excessive emissions. As is typical with any gravelly/sandy outwash soils, such as the Indianola and Arents type soils found on the project site, there is the possibility of erosion when disturbed by construction activities, especially with the use of heavy construction equipment on uncompacted material. The project is required to have prepared and institute an erosion control plan that will be reviewed and approved by the City of Renton to address that matter. The contractor will employ standard traffic control measures as required to facilitate the construction of the offsite project infrastructure improvements. The main street affected by the proposed construction will be SE 192nd Street. SE 192°d Street is a public street with average daily traffic volumes, near the project site, of 4,800 vehicles (per the 2010 City of Renton Traffic Flow Map). Therefore it is a moderately traveled road primarily providing access to and from residential neighborhoods. A driveway curb cut and some utility service connection trenching is the extent of the work that will affect traffic. The work should be completed relatively quickly and with the proper traffic control measures should have only minimum impact on commuters and local residents, All normal traffic safety measures are to be taken during this time. No further construction, outside of some landscaping, will take place in the off-site ROW, If you should have any questions or require additional information please do not hesitate to contact me, Brant A. Schweikl, at (253) 226-4508, and i will do my best to assist you in any way I can. Y M4 w LO Cr z N N C+'7 RM -F GA CA A R-14 H4E 29 T23N R5E E 112 R-14 R-14 CA ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE: 1010312013 This document is a graphic representation, not guaranteed to survey acciracy, and is based on the best iMormation available as M the date down. The map is intended to City display wmoses onh. Community & Economic Development C F. `Chep- vwft' ndri— R6—i& t�rna+,-ircoo GdS �nv-,r Lu RM -F 'sr R-8 n azu RM -F GA ACRD CA R-8 QNr 4 R-8 Page 72 or 80 R-8 R-8 IT j RENTON w Q (R-8) Residential8dulac R-8. .. r R-1 RM -F vL R-8 Q (ILI Industrial Light 4-tiao R,8 Q (IM) Industrial Medium SE 181STST Q (CD) Center Downtown R-4 RMH QICN) Commercial Neighborhood0(R-10)Residential10dulac p Y � R-4 .. . px Q (UC -N2) Urban Center North 2 R-4 ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE: 1010312013 This document is a graphic representation, not guaranteed to survey acciracy, and is based on the best iMormation available as M the date down. The map is intended to City display wmoses onh. Community & Economic Development C F. `Chep- vwft' ndri— R6—i& t�rna+,-ircoo GdS �nv-,r Lu RM -F 'sr R-8 n azu RM -F s1 s R-8 SE r64TH � c=— R-8 - R-8 Page 72 or 80 R-8 R-8 IT j RENTON Q (CV) Center Village Q (R-8) Residential8dulac = Potential Annexation Area Q (IH) Industrial Heavy Q (RC) Resource Conservation Zoning Designation Q (ILI Industrial Light R-8 Q (CA) Commercial Arterial Q (IM) Industrial Medium ". R-8 Q (CD) Center Downtown SEIBTTHLN Q (RIA -U) Rssi. Muld-Family Urban Center QICN) Commercial Neighborhood0(R-10)Residential10dulac R-8 R-14 R-4 .. . px Q (UC -N2) Urban Center North 2 R-4 R4 SE 1oaTHV Cr_7 R-8 � R4 r R-8.... SE PBM ST ... ... LU THPL V R4 a z R-4 R-1 A R`8 GN R-4 R-8 1 R.-8. � � 3 R-8 R-14. ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE: 1010312013 This document is a graphic representation, not guaranteed to survey acciracy, and is based on the best iMormation available as M the date down. The map is intended to City display wmoses onh. Community & Economic Development C F. `Chep- vwft' ndri— R6—i& t�rna+,-ircoo GdS �nv-,r Lu RM -F 'sr R-8 J4E 05 T22N R5E E 112 n azu RM -F S c i a, R-8 - R-8 Page 72 or 80 City Limits Q ICOR) CommerdatfOlficeffluldentlal Q (R-4) Residential4dulac IT j RENTON Q (CV) Center Village Q (R-8) Residential8dulac = Potential Annexation Area Q (IH) Industrial Heavy Q (RC) Resource Conservation Zoning Designation Q (ILI Industrial Light Q (RM -F) Residentiai Wu amiy Q (CA) Commercial Arterial Q (IM) Industrial Medium R-4 Q (CD) Center Downtown R-8 Q (RIA -U) Rssi. 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Gross area of property: R FIVE APR 2 3 2�1 x �G7s If CITY of a' 1.-Z/J I" square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets" Private access easements** Critical Areas" Total excluded area: 3. Subtract line 2 from line 7 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 6. Divide line 5 by tine 4 for net density: :Z,?!��. square feet 4 Z2- square feet �O square feet 2. T 317 square feet 3. square feet 4. i, 37?P>1 g acres 5. 'Z- units/lots 6. `Z = dwelling units/acre *Critical Areas aro defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deductedlexcluded. ** Alleys (public or private) do not have to be excluded. GA%nd PrcjecUe 20041j418911ncommi%\1501301density.doc - i - 03/08 17 2� Nv g7 Z -e4 �-r �5 11,�0116r City of Menton TREE RETENTION � WORKSHEET � 1. Total number of trees over 6' in diameter' on project site: 1. 1 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 trees Trees in proposed public streets trees Trees in proposed private access easementsltracts ! trees Trees in critical areas3 and buffers trees Total number of excluded trees: 2. ! _ trees 3. Subtract line 2 from line 1: 3. trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. trees 5. List the number of B" or larger trees that you are proposing to retain 4: b. trees 6. Subtract line 5 from line 4 for trees to be replaced: 6. trees (If line 6 is less than zero, stop here. No replacement trees are required). 7. Multiply line 6 by 12" for number of required replacement inches: 7. inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. NA- Inches per tree 9. Divide line 7 by line 8 for number of replacement treee: (if remainder is .5 or greater, round up to the next whole number) A trees ', Measured at chest height. 2. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. ' Critical Areas, such as wetlands, streams, floodplain and protected slopes, are defined in Section 4345Q of the Renton Municipal Code (RMC). `- Count orgy those trees to be retained outside of critical areas and buffers. 5' The City may require modification of the tree retention pian to anaure retention of the matdrn tr�� . trees per RMC 4-4-130147a °- Inches of street trues, inches or trees added to critical areas/buffers, and Inches of trees retained 14 are less than W but are greater than i' can be used to meet the tree replacement requirement. G:1Labd Projects 200411418911uaomming115013ffiTracRetentionWorkshcuLdou 4;,;',RJI{t.f' 12108 Geotechnical Engineering Geology:. i Environmental Scientists :a Construction Monitoring`'. !`.GEOTECHNICAL ENGINEERING STUDYl PROPOSED TITUS # HERBAL RESIDENTIAL HOMES 11OXX SOUTHEAST 192ND STREET RENTON WASHINGTON F'�: X015 *� ES -3215 APR 2 3 4'�' . Cts€ 7k' ,,� PREPARED FOR PUGET SOUND HOMES, LLC January 28, 2014 Revised February 4, 2014 ZL /A A 1 Keven D. Hoffmann, E.I.T. Staff Engineer I l r�ogWASiff; Kyle R. Campbell, P.E. Principal GEOTECHNICAL ENGINEERING STUDY PROPOSED TITUSIHERBAL RESIDENTIAL HOMES 11OXX SOUTHEAST 192NO STREET RENTON, WASHINGTON ES -3215 Earth Solutions NW, LLC 1805 —136'" Place Northeast, Suite 201 3e11evue, Washington 98005 Phone: 425-449-4704 Fax: 425-449-4711 Toll Free: 866-336-8710 a Geotechnical Engineeping Report � Geefe ISWVICU Adie PerhrMed for P111111111"MPW41411111111111116 Old From Geotechnlcai engineers stftFe their services to meet the specific needs of their Giem. A geochnirai engfrreerfng study sondr ell fora civil engi- neer may not fulfill the needs of a mon contractor or eyen another civil engineer. Because each ge WftkW engpneeft study is unique, each gwMdpk l engineedng report is unique; prepared so*for the cl" No one mmpt you should rely on ym geotedm€ral engineering repot without first conWring w€th the geoWd nlcal engineer who prepared it And m one —noter+enynrr--should apply the report for airy Pirpm or project swept the ane originally conterr#aled. fir m MM ! Serious problems flare occurred because tt>ase "rig on a geoWhnicai erNirkning report did riot read it all. Do not rely an an execuWe summary. Do not read sekled ele" only. A � e18�toj Pr�ecif FagaRBprt n w Geotechnicai engineers consider a nurnber of un€que, project -specific fac- tors when establishing the scope of a suety. Typical fans include: the cft fs goads, ob*dwm and risk marragerrtent proms; the general nature of the shxMrs imro€ved, its size, and cortguration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and unKlerground utilities. Unless the geotechnical engineer who conducted the sturdy specifically frWicatus oth- erwise, do riot rely on a geotechnical engineering report tfw was: • not prepared for you, not prepared for your project, not prepared for the specific site explored, or cornpfeted before Important project changes were made: Typical changes that can erode the reliability of an existing geotechnical engineering report include those firm aflect • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, eievatian, conflymatim location, orimMort or weight of the proposed structure, composition of the design team, or project ownership. As a general rule, alleys Inform your viral engineer of project chargrr—even minor ones ---,aid request an assessmerd of their impart Gw&hnkO arglnacvs =Wa=W mVxz billy or liability br Xftm &WDaarrbamm Moir npartsnb natoa a4r *A#qpn9m of which theyomnetirr tined Ceder Cr Ike A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not r* on a gwtsdrkal aVineer ing Moortwlm adequacy may have been affected by. the passage of time; by man -Made ems, such as construction on or adjacent to the site; or by mural events, such as floods, eartitqualaes, or groundwater fluchia- tions. Alaap cmilact the ge rnfcal engineer before applying the report to determine If it is still reliabfa A minor amourd of additional testing or analysis could prevent major problerns. MW Fadkw Are Prselill d Site exploration identifies subsurface eonditfans only at those points where subsurface tests are condurW or samples are talben. Geotechnical engi- neers review field and laboratory data and to apply their professional judgment to render an Opinion about suhaurboe conditions throughout ft site. ActA subsurface conditions may differ --sometimes signigrantly— from those indicated in your report, lielairring the goolechnfc~.ai engineer who developed your report to provide construction observation is the most effec W me#W of managing the risks associated with unanticipated conditions. A Reperf a BNatleae Are Aft Reel Do not overreiy on the mon remmmendations included in your report. MOM raaarruWMonus are not final, because geotechnical engl- neers develop them princ€pally from judgment and opiniorL Gwtechniml engineers can finalize their recarrrrrendaho is only by observing actual subsurface coo difions revealed during corlstrtrcfian. Thee 9fflWfflkiW at low WV clerosfq YOW Mpolt =not=" respor>csrbll* or lhafuildphu the tepOWS rtaaarrMfrtrd Ow It that engineer does natpf bm Other design Wn nremberd nnislrrierprelatdn of gl tical ertgirtMM report; has resulted in costly prrobiems- Lower M risk by having your ileo- technical engineer caller whh approprite narribers of the design team after submitting the rep jL Also reladn your geotedtnioaf engineer to review petfi- m t elenrerttts of tate design team's plans and WwMc&m Contractors can also misinterpret a geotechnical engineering report. Reduoe llat risk by having your gwkMkW er inner pomp* in pnellrid and pnecorstrud►bn cordere=, and by ixovUM coristrudon observation. D8NK Reftw Membews LM Geotechnical engineers prepam final boring and ging logs based upon thtsr irterprellation of field logs and laboratory data, To pnVent arras or omissiow the logs ktstuded in a geotechnical engineering report should rrarerbe redrawn for inclusion in archibeturai or other design drawings. Only photographic or electronic reproduction is acoeplabIt btd,7er gOg M a"raYn9 lags lion ft CMelevate nsk aCOWM IN"" nil Some owners and design profrsssfortat s mistakenly believe they can male contractors liable for ttrrartticipated subsurface conditions by TIMM'ng WN they provide for bid preparation. To help prevent cosdy problems, give corn tractors the complete geoie hkai engineering report, bUprefaw I with a clearly wrMen MW of trarMittal. In that tetisr, advise cortixtors 90 the report was not prepared for purposes of bid development and ON the report's acourracy is i'united; enc=rage them to confer with the gioNdWeal eng rte who prepared the repot (a modest fee may be required) and/or to conduct additiarmf study to obtain the specific types of info ftO n tftey need or proter. A piebid conference can also be vahrabl& Be swe CaVaG- tas hm SMW time to perform additional study. Only #+ might you be in a position to give coahadas the best trton mfm atvaiWA to you, white requiring atoll to at least slim some of the firwxial responsibll'rfies stemming from unani cipaied cxxrMorm Iwo tof"WM=Ckmo Same dterrts, design professionals, wrd a mbaftm do rat molinim hoot geDtaftfcal engineering is far less LW itran am engineering disci- plines. This im* of understanding has armed ureic moons that have led to disappointa", ciaims, and disputes. To help redL= the r sEsk of sudn outcanres, geoWif ieal, engineers eornmartly include a variety of explanatory provisions in their tet ds. Sonwhmes faheted 'llmdtaharW marry of these provisions indicio where gwbhMW engineers' respansi- bilifies begin and end, to help others recognize their own responsibilities and riskm lead those proyws do* Ask quest ns. Your PDbXhntcal engineer should respond fully and (rankly. Aare Nit CMM4d The equipment, Winiques, and Personnel used to perform a gww*on- fla1 f study differ significar ft from those used to perform a grtotedtrrlral so* For that reason, a geoettnlcad e0ne811fif reW does not usually rdte any cpaemrirortmerttal findings, contusions, or recon vondtiors; e.g., aWA ft lil elihood of ennuffift Undergfound storage tam or regulated cantamirwnts. tlrranOi OW erlrirarrmIN pmbk rs Aare kd to mffr rm p vixf taikrm If you have not yet obtained your own gegen- i vironmenU Intimation, ask ym geotedmical c onsAy t for risk man- apwit: guidarnce. Do not rely oro awl arwirornrr>ml reparr~ prepared for someone else: a11t P rM Obi MM VM Diverse strategies can be applied during building design. conts7crcitom, onion, and maim to prevent significant atrnocrstls of mold from ing growon indoor surixes. To be effective, tl such strategies should be devised for the euWMpurx =of maid prevention, tion, integrated ]nix) ac orn- prehensive plan, and mwM with diligent aversigld by a professional mold praventiart Consultant. Bec am 0 a small amoral of vrater a moisture can lead to the dtweioprnent of severe mold irtfrtsrations, a num- her of retold prevention siifgies foes on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of ittb geotecltrtical engineering sh* whose fundings are conveyed in -this report, the geatchnicaf engineer in charge of this prviled is rd Of - hr mono We garewtion � �ewf � j' roar* dw4wd or candMad for ft purpm at mold prwesn- t>iare. Ptwpsr �� Of of IMOMMWE tM1a n to "row w wilt nor! sl AW bo soOkkaf fa want rrrand from growing In or an On hwmkvt Is-- rl Membership in ASFVfhe Best maple on Fath exposes geotechnical entgirtears to a wide array of risk manage vin lechnigotes droll can be of genic benefit for wegvne involved wtfit a corrsbttctlon project. Confer wiih you ASIFE4wribier gootechnical engineer for more inn nation. lite leaf �t<telle IB!e ffirlf 8811 COlesville tioadlSub Gift Suver Spring, MO 20910 T91apherw.3o115& 2733 Facsimile: 301/589-2017 HMI: tnfo®asfe.arg wrrwxsI&M tet ASfI~ ln� DtrpA�IfdR # chin dMMflM rty k7 *fx* a lir pPrt by m r whrfaarw►.1s strictly w l k: . spectatr wrMO Ate• or oto a from this docimreertre aermkMid aeNr with the exorese wrAren oarmissron ofA.S!'E and o '-' narpae9s or etWk* resleeear or buck rwiett Onto members o/ASff mev rye M do a5 R MOWn" fa or as aA element o� 8 geoeedrrAtaof ei�otrreersrQ ret►ot� N �r firm kadtvedwr. or other NAW that so roses dw d&xwmw wirhoot bei art ASTmMAW court be eAmu+ltiM rrdnlloent Gr (al WOW mtaBor ' ;--:�4SOM January 28, 2014 Revised February 4, 2014 ES -32 - Puget Sound Homes, LLC P.Q. Box 1945 Sumner, Washington 98390 Attention: Mr. Robert Elliott Dear Mr. Elliott.- Earth lliott: Earth Solutions NW LLC "I!�!I: if _ill ill �.1: ±f I�It;l1;:°✓ Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical Engineering Study, Proposed Titus/Herbal Residential Homes, 11OXX -- Southeast 192nd Street, Renton, Washington". In our opinion, construction of proposed residential homes is feasible from a geotechnical standpoint.. Our study indicates the site is primarily underlaid by fill and native subglacial till deposits. During our subsurface exploration completed on January 20, 2014, groundwater seepage was encountered between depths of approximately three -and -one- half to seven feet below existing grades. In our opinion, proposed residential structures can be constructed on competent native soil, recompacted native soil, or new structural fill. In general, competent native deposits were encountered beneath topsoil and fill at depths of approximately three to six feet below existing grades. Where encountered, fill can likely be reworked to the specifications of structural fill, provided it is at or near optimum moisture content at the time of placement and compaction and primarily free of organic and deleterious material. Where loose or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction of the soils to the specifications of structural fill, or overexcavation and replacement with a suitable structural fill material, will be necessary. Recommendations for foundation design, site preparation, drainage, preliminary infiltration design, and other pertinent development aspects are provided in this study. We appreciate the opportunity to be of service to you on this project. If you have questions regarding the content of this geotechnical engineering study, please call. Sincerely, EARTH SOLUTIONS NW, LLC Keven D. Hoffmann, E.I.T. Staff Engineer Table of Contents ES -3215 PAGE INTRODUCTION. ............. .......... - - .......... ---- ---- ...... General.... ..... .......... .......... . .. --- ....... ....... ....... Project Description .................... .................. .. - --- 2 SITE CONDITIONS......................................................2 Surface......, .................................... ......... .......... ------ 2 Subsurface ................. ................................................ 2 Topsoil and Fill ............................................ ....... 3 NMtlV9Soil ............... r .......................................... 3 Geologic Setting ................ - ........... .............. 3 Groundwater ..................................... ........................... 3 DISCUSSION AND RECOMMENDATIONS ................... I.... I . ... 4 General............................... ........ ......... 4 Site Preparation and Earthwork ...................................... 4 Temporary Erosion Control.. 4 Stripping............ ...... -- .......... I ........ ............ In-situ ......... 5 5 ImportedSoils ................................................................ 5 Subgrade Preparation ................... -.- ------ ....... 5 Structural Fill ..................... ............ - - ........................... A Foundations...................... ...... .................. ............ 6 Seismic Desion ............ -- ............ ............................ 6 Sljls-On-Grade Floors .................................................... 7 Retaining Wallin ................................................ -- 7 DrainjL 0 ' . - " ..., ............ .................................... I ........ - .......... 8 Limited Infiltration Design..-----.--..- ..... r .................. 8 Excavations and Slo ..................................... 9 Pavement Sections .................................... ........ ­.- 9 Utility Support and Trench Backfill..... . - - - - . ... .............. 10 LIMITATIONS ............................................ I— ........... 10 Additional Services .......................... . 10 Earth Solutions W4 " Table of Contents Cont'd ES -3215 GRAPHICS Plate 1 Vicinity Map Plate 2 Test Pit Location Plan Plate 3 Retaining Wall Drainage Detail Plate a Footing Drain Detail APPENDICES Appendix A Subsurface Exploration Test Pit Logs Appendix B Laboratory Test Results Earth Solutions NW, LLC GEOTECHNICAL ENGINEERING STUDY PROPOSED TITUSIHERBAL RESIDENTIAL HOMES I I OX f SOUTHEAST I Seo STREET RENTON, WASHINGTON ES -3215 IN D CTIQ General This geotechnical engineering study was prepared for the proposed residential homes to be constructed on the vacant lot northwest of the intersection between Southeast 192"`' Street and 1121` Avenue Southeast in Renton, Washington. The purpose of this study was to provide geotechnical recommendations for currently proposed development plans. Our scope of services for completing this geotechnical engineering study included the following: • Completing subsurface test pits for purposes of characterizing site sails; • Completing laboratory testing of soil samples collected at test pit locations; • Conducting engineering analyses, and;. • Preparation of this report. The following documents and maps were reviewed as part of our report preparation: • Liquefaction Susceptibility Map. 11-5 prepared by the King County Flood Control District, May 2010; • Surface Water Design Manual (KCSWDM) for King County, Washington, prepared by the Department of Natural Resources and Parks, January 9, 2009; • Amendments to the KCSWDM by the City of Renton, Washington, Public Works Department, February 2010; • Online Web Soil Survey (WSS) resource provided by the United States Department of Agripulture (USDA), Natural Resources Conservation Service, and; • Geologic Map of King County compiled by Booth et al., March 2007. Puget Sound Homes, LLC January 28, 2014 Revised February 4, 2014 Project Description ES -3215 Page 2 We understand the subject tax parcel (King County Parcel No. 662340-0131) will be subdivided into two separate lots. Proposed- development plans for each lot include a single-family residential home and associated driveway and utility improvements. We investigated the use of infiltration facilities, such as gravel filled trenches or drywells, for control of stormwater flow resulting from new impervious surfaces. Preliminary development plans indicate impervious surface areas on the order of 4,000 square feet for each new lot. Our infiltration evaluation was completed with the understanding that the subject project will be submitted under the "Small. Project Drainage Review" requirements identified in the referenced KCSWDM and the referenced City of Renton amendments to the KCSWDM. At the time of report submission, specific grading and building load plans were not available for review; however, based on our experience with similar developments, proposed residential structures will likely be on the order of two to three stories in height and constructed utilizing relatively lightly loaded wood framing supported on conventional foundations. We anticipate residential structures will incorporate slab -on -grade floors at the garage elevation. We anticipate perimeter footing loads on the order of 1 to 2 kips per lineal foot (W). Slab -on -grade loading is anticipated to be on the order of 150 pounds per square foot (psf). If the above design assumptions are incorrect or change, ESNW should be contacted to review the recommendations in this report. ESNW should review final designs to confirm that our geotechnical recommendations have been incorporated into the plans. SITE CONDITIONS Surface --- The subject site is located northwest of the intersection between Southeast 192nd Street and 112"' Avenue Southeast in Renton, Washington. The approximate location of the property is illustrated on Plate 1 (Vicinity Map). The square-shaped property consists of a single tax parcel which comprises approximately 0.50 acres. The site is bordered to the north and west by a single-family residential home, to the west by 1121h Avenue Southeast, to the south by Southeast 192nd Street, and to the east by a drainage tract maintained by the City of Renton. The site is currently undeveloped and vegetation consists of short lawn grass. Site. topography is relatively level with little or no discernable elevation change. Subsurface An ESNW representative observed, logged, and sampled three test pits excavated at accessible locations within the property boundaries on January 20, 2014 using a mini-trackhoe and operator retained by our firm. The test pits were completed for purposes of assessing soil conditions and classifying site soils. Earth Solutions NW, LLC Puget Sound Homes, LLC January 28, 2014 Revised February 4, 2014 ES -32'15 Page 3 The approximate locations of the test pits are depicted on Plate 2 (Test Pit Location Plan). Please refer to the test pit logs provided in Appendix A for a more detailed description of subsurface conditions. Topsoil and Fill Topsoil was generally encountered in the upper four to six inches of existing grades. The topsoil was characterized by brown and dark brown color, the presence of fine organic material, and small root intrusions. Fill was encountered between depths of approximately three to five -and -one-half feet below existing grades at the test pit locations. In general, fill consisted of loose silty sand with gravel and loose poorly graded gravel with sand (Unified Soil Classification System: SM and GP, respectively). Moisture content of the fill at the time of our fieldwork can generally be characterized as moist to wet. Natty+ Soil Underlying topsoil and fill, native soils primarily consisted of medium dense silty sand (USCS: SM). Poorly graded sand with and without appreciable silt content (USCS: SP -SM and SP, respectively) was encountered at test pit locations TP -1 and TP -2 at depths of three and five - and -one-half feet, respectively. Native soil was typically encountered in a moist to wet condition and extended to the maximum exploration depth of eight feet below existing grades. Geologic Setting The referenced geologic map resource identifies Vashon subglacial till deposits ,(Qvt) across the site and surrounding areas. As described on the geologic map resource, Vashon subglacial till deposits typically consist of compact diamicts of silt, sand, and subrounded to well-rounded gravel which were glacialiv transported and deposited under ice. In addition. the referenced WSS resource identifies Alderwood gravelly sandy loam (AgC) across the site and surrounding areas. The Alderwood series formed in moraines and glacial till plains. Based on our field observations, native soils on the subject site are primarily consistent with Vashon subglacial till deposits. Silty sand primarily encountered at depth during our subsurface -Yoloration was the orimary basis for this interpretation. Groundwater During our subsurface exploration completed on January 20, 2014, groundwater seepage was encountered between depths of approximately three -and -one-half to seven feet below existing grades. Minor to moderate caving of the test pit walls was observed where groundwater seepage was encountered. Iron oxide staining was generally encountered between Tour-arn: one-half to six -and -ane -half feet below existina grades. Earth 801uniam ..__ - Plrget Sound Homes, LLC aanuary 28, 2014 Revised February 4, 2014 ES -3215 Wage 4 In our opinion, groundwater seepage will be encountered during excavations for the proposed development site, including excavation activities for both foundation subgrades and utility installations. Groundwater seepage rates and elevations fluctuate depending on many factors, including precipitation duration and intensity, time of year, and soil conditions. In general, groundwater flow rates are higher during the wetter, winter months. DISCUSSION AND RECOMMENDATIONS General In our opinion, construction of proposed residential homes is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the proposed development include foundation support, slab -on -grade subgrade support, the suitability of using on-site soils as structural fill, and drainage. In our opinion, proposed residential structures can be constructed on competent native soil, recompacted native soil, or new structural fill. In general, competent native deposits were encountered -beneath topsoil and fill at depths of approximately three to six feet below existing grades. Where encountered, fill- can likely be reworked to the specifications of structural fill, provided -it is at or near optimum. moisture content at the time of placement and compaction and primarily free of organic and deleterious material. Where loose or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction of the soils to the specifications of structural .fill, or overexcavation and replacement with a suitable structural fill material, will be necessary. This study has been prepared for the exclusive use of Puget Sound Homes, LLC and their representatives. No warranty, expressed or implied, is made. This study has been prepared in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. Site Preparation and EaEthwork Site preparation activities will include installing temporary erosion control measures, establishing grading limits, and performing site stripping, as necessary. Temporary Erosion Control We anticipate egress to the proposed residential lots will be provided from Southeast 192"d Street and a private access driveway. Prior to finished pavement installation, temporary construction entrances and drive lanes, consisting of fi to 12 inches of quarry spalls, should be considered in order to minimize off-site soil tracking and to provide a stable access entrance surface. Geotextile fabric may also be considered underlying the quarry spalls for greater stability of the temporary construction entrance. Earth solutions Nw, LLC Puget Sound Homes, LLC January 28, 2014 Revised February 4, 2014 ES -3215 Page 5 Erosion control measures should consist of silt fencing placed around down gradient margins of the site. Soil stockpiles should be covered or otherwise protected to reduce soil erosion. Temporary approaches for controlling surface water runoff should be established prior to beginning earthwork activities. Stripping Topsoil was generally encountered in the upper four to six inches of existing grades. ESNW should be retained to observe site stripping activities at the time of construction to better assess the degree of required stripping. Over -stripping may result in increased project development costs and should be avoided. Topsoil and organic -rich soil is neither suitable for foundation support nor for use as structural fill. Topsoil and organic -rich soil can be used in non-structural areas it desired. In-situ Soils From a geotechnical standpoint, native silty sand encountered at the test pit locations will generally not be suitable for use as structural fill, based' on the conditions observed during our fieldwork completed on January 20, 2014. Native soils possess appreciable fines contents and maintain moisture sensitivity that is'eharacterized as. moderate to high. However, if remedial measures are incorporated into final designs and the overall construction schedule, native soils may be suitable for use as structural fill. Remedial measures would likely include soil aeration, which would largely be achieved by performing grading activities during summer months of relatively low rainfall activity. Successful use of native soil as structural fill will largely be dictated by the moisture content at the time of placement and compaction. If site soils cannot be successfully compacted, the use of an imported soil may be necessary. in our opinion, -a contingency should be provided in the project budget for export of soil that cannot be successfully compacted as structural fill if grading activities take place during periods of extended rainfall activity. Soils with fines contents greater than 5 percent typically degrade rapidly when exposed to periods of rainfall. Imported Soils Imported soil intended for use as structural fill should consist of a well -graded granular soil with a moisture content that is at or slightly above the optimum level. During wet weather conditions, imported soil intended for use as structural fill should consist of a weld -graded wranuiar soil with a fines content of 5 percent or less defined as the percent passing the Number 200 sieve, based on the minus three-quarter inch fraction. Subgrade Preparation Foundation and slab subgrade: surfaces should be compacted in situ to a minimum depth of one foot below desian subgrade elevations. Uniform compaction of the foundation and slab subgrade areas will establish a relatively consistent subgrade condition below the foundation and slab elements. ESNW should observe the compacted subgrade prior to placing formwork. Eaft saudws NW, LUy -'=Aet Sound Homes, LLC ,anuary 2$, 2014 Revised February 4, 2014 Structural Fill ES -3215 Page 6 Structural fill is defined as compacted soil placed in foundation, slab -on -grade, and roadway areas. Fills placed to construct permanent slopes and throughout retaining wall and utiiiiy trench backfill areas are also considered Structural till. Soils placed in structural areas should be planed in loose lifts of 12 inches or less and compacted to a relative compaction of 90 percent, based on the laboratory maximum dry density as determined by the Modified Proctor Method (ASTM D1557). Soil placed in the upper 12 inches of slab -on -grade, utility trench, and pavement areas should be compacted to a relative compaction of at least 95 percent. Additionally, more stringent compaction specifications may be required for utility trench backfill zones depending on the responsible utility district or jurisdiction. Foundations in our opinion, proposea residential structures can be constructed on competent native soil, recompacted native soil, or new structural fill. In general, competent native deposits were encountered beneath topsoil and fill at depths of approximately three to six feet below existing grades. Where encountered, fill can likely be reworked to the specifications of structural fill, provided it is at or near optimum moisture content at the time of placement and compaction and primarily free of organic and deleterious material. Where loose -or unsuitable soil conditions are exposed at foundation subgrade elevations, compaction of the soils to the specifications of structural .fill, or overexcavation and replacement with a suitable structural fill material, will be ilecessary. Provided foundations will be supported as described above, the following parameters can be used for design: • Allowable soil bearing capacity 2,500 psf • Passive earth pressure 300 pcf (equivalent fluid) • Coefficient of friction 0.35 A one-third increase in the allowable soil bearing capacity can assumed for short-term wind and seismic loading conditions. The above passive pressure and friction values include a factor -of - safety of 1.5. With structural loading as expected, total settlement in the range of one inch and differential settlement of approximately one -halt inch is anticipated. The majority of the settlements should occur during construction, as dead loads are applied. Seismic 13eslan The 2012 International Building Code (IBC) recognizes the American Society of Civil Engineers (ASCE) for seismic site class definitions. Based on the soil conditions observed at the test pit locations, in accordance with Table 20.3-1 of the ASCE Minimum Design Loads for Buildings and Other Structures manual, Site Class D should be used for design. Farb Solutions NW, LLC Puget Sound Homes, LLC January 28, 2014 Revised February 4, 2414 ES -3215 Page 7 The referenced liquefaction susceptibility map indicates the site and surrounding areas maintain very tow liquefaction susceptibility. Liquefaction is a phenomenon where saturated or loose soils suddenly lose internal strength and behave as a fluid. This behavior is in response to increased pore water pressures resulting from an earthquake or other intense ground shaking. During our subsurface exploration completed on January 20, 2014, groundwater seepage was encountered between depths of approximately three -and -one-half to seven feet below existing grades. Minor to moderate caving of the test pit walls was observed where groundwater seepage was encountered. Iron oxide staining was generally encountered between four -and - one -half to six -and -one-half feet below existing grades. In our opinion, site susceptibility to liquefaction can be characterized as low. The generally consistent medium dense condition of the native soils at depth and the absence of a uniformly established groundwater table were the primary bases for this characterization. Slab -On -Grade Floors Slab -on -grade floors for proposed residential homes on the subject site should be. supported on a firm and unyielding subgrade.t. Where feasible, native soil likely to be exposed at slab -on - grade subgrade levels can be compacted in situ to the specifications of structural fill . ' Unstable or yielding areas of the subgrade should be recompacted or overexcavated and replaced with suitable structural fill prior to construction of the slab. A capillary break consisting- of a minimum of four inches of free -draining crushed rock or gravel should be placed below the slab. Free -draining material should have a fines content of 5 percent or less (percent passing the Number 200 sieve, based on the minus three=quarter inch fraction). In areas where slab moisture is undesirable, installation of a vapor barrier below the slab should be considered. If a vapor barrier is utilized, it should be a material specifically designed for use as a vapor barrier and should be installed in accordance with the manufacturers specifications. Retainina Walls Retaining walls must be designed to resist earth pressures and applicable surcharge loads. The following parameters can be used for design: e Active earth pressure (yielding condition) 35 pcf (equivalent fluid) e At -rest earth pressure (restrained condition) 55 pcf • Traffic surcharge* (passenger vehicles) • Passive earth pressure Coefficient of friction • Seismic surcharge Where appllcaule ** Where H equals retained heignt Earth Solutions NW. LLC, 70 psf (rectangular distribution) 300 pcf (equivalent fluid) 0.40 6H** (active condition) 14H** (at -rest cond6m Puget Sound Homes, LLC January' 28, 2014 Revised February 4, 2014 ES -3215 Page 8 The above design parameters are based on a level backfill condition and level grade at the wall toe. Revised design values will be necessary if sloping grades are to be used above or below retaining walls. Additional surcharge loading from adjacent foundations, sloped backfill, or other applicable loads should be included in the retaining wall design. Retaining walls should be backfilled with free -draining material that extends along the height of the wall and a distance of at least 18 inches behind the wall. The upper 12 inches of the wail backfill can consist of a less permeable soil if desired. A perforated drain pipe should be placed along the base of the wall and connected to an approved discharge location. A typical retaining wall drainage detail is provided on Plate 3. if drainage is not provider}, hydrostatic pressures should be included in the wall design. Drainage In our opinion, perched groundwater will likely be encountered during excavations for the proposed development, including excavation activities for both foundation subgrades and utility installations. ESNW should be consulted during preliminary grading to identify areas of seepage . and to provide supplement recommendations to reduce the potential for instability related to.- seepage effects. Temporary measures to control 'surface -water runoff and groundwater,during construction would -likely involve interceptor trenches and sumps. Finish grades must be designed to direct surface drain water away.from structures and slopes. Water must not be allowed to pond adjacent to structures or slopes.. In our opinion, foundation drains should be installed along building perimeter footings. A typical foundation drain detail is provided on Plate 4. Limited Infiltration Design We investigated the feasibility of utilizing drywells and gravel filled trenches to accommodate stormwater runoff from new residential lots. The City of Renton adopts the referenced 2009 KCSWDM for design of infiltration facilities. The following recommendations can be utilized regarding proposed infiltration facilities on the subject site. Soil samples collected during our fieldwork were tested in accordance with the United States Department of Agriculture (USDA) textural analysis procedure. Native soils on the subject site primarily consisted of medium dense sandy loam in a moist to wet condition, with localized areas of fine sand and coarse sand. Infiltration characteristics typically exhibited by sandy loam, fine sand, and coarse sand can be characterized as low, moderate, and high. Limited infiltration is allowed into sandy loam according to page C-49 of Appendix C in the referenced KCSWDM. Gravel filled trenches infiltrating into sandy loam should have a length of 125 feet for every 1,000 square feet of tributary impervious surface served. Drywells infiltrating into sandy loam should have a gravel volume of 380 cubic feet for every 1,004 square feet of tributary impervious surface served. Garth Solutions NW, LLC Puget Sound Homes, LLC January 28, 2014 Revised February 4, 2014 ES -3215 Page 9 Drywells and gravel filled trenches should be designed in accordance with the referenced KCSWDM, which included typical design details for consideration. Provisions for overflow should be included in design of limited infiltration facilities. ESNW should be retained to provide additional geotechnical services in association with this project, including testing and consulting services during construction and installation of infiltration facilities. In addition, ESNW should have an opportunity to review final project plans prior to submittal. Excavations and Slope_* The Federal occupation Safety and Health Administration (OSHA) and the Washington Industrial Safety and Health Act (WISHA) provide soil classification in terms of temporary slope inclinations. Soils that exhibit high compressive strength are allowed steeper temporary slope inclinations than are soils that exhibit low compressive strength. Based on the soil conditions encountered at the test pit locations, soils likely to be exposed during excavation and grading activities would be classified as Type C by OSHA and WISHA. Temporary slopes over four feet in height in Type C soils must be sloped. no steeper than 1.5HAV (Horizontai:Vertical): The presence of perched groundwater may cause caving of the temporary slopes due to hydrostatic pressure. ESNW should observe site excavations to confirm soil types and allowable slope inclinations. If the recommended temporary slope .inclinations cannot be achieved, temporary shoring may be necessary to support excavations.. Permanent slopes should maintain a gradient of 2HAV or,. flatter and should be planted with vegetation to enhance stability and to minimize erosion. An ESNW representative should observe temporary and permanent slopes to confirm the slope inclinations are suitable for the exposed soil conditions and to provide additional excavation and slope recommendations as necessary. Pavement Sections The performance of site pavements is largely related to the condition of the underlying subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded dump truck. Structural fill In pavement areas should be compacted to the specifications previously detailed in this report. It is possible that soft, wet, or otherwise unsuitable subgrade areas may still exist. after base grading activities. Areas containing unsuitable or yielding subgrade conditions will require remedial measures such as overexcavation and thicker crushed rock or structural fill sections prior to pavement. We anticipate new pavement sections will be primarily subjected to passenger vehicle traffic. For lightly loaded pavement areas subjected primarily to passenger vehicles, the following preliminary pavement sections can be considered: Earth Solutions NW, LLC Puget Sound Homes, LLC ES -3215 January 28, 2014 Page 10 Revised February 4, 2014 • Two inches of hot mix asphalt (HMA) placed over four inches of crushed rock base (CRB), or; • Two inches of HMA placed over three inches of asphalt treated base (ATB). The HMA, ATB and CRB materials should conform to WSDOT specifications. All soil base material should be compacted to a relative compaction of 95 percent, based on the laboratory maximum dry density as determined by ASTM D1557. Final pavement design recommendations can be provided once final traffic loading has been determined. City of Renton road standards may supersede the recommendations provided in this report. Utlifift Support and Trench Backfill In general, native soils primarily encountered at depth during our fieldwork will be suitable for support of utilities. Organic rich soil is not considered suitable for direct support of utilities and may require removal at utility grades if encountered. Remedial measures may be necessary in some areas in order to provide support for utilities, such as overexcavation and replacement with structural fill, or placement of geotextile fabric. Groundwater seepage. will likely be encountered in utility excavations and caving of trench walls may occur where groundwater is encountered. Dewatering, as well as temporary trench shoring, may be necessary during utility excavation and installation. From a geotechnical standpoint, native soils should be suitable for use as structural backfill in utility trench excavations, provided the soil is at or near optimum moisture content at the time of placement and compaction. Moisture conditioning of the soils rhay. be necessary at some locations prior to use as structural fill, especially where groundwater seepage is encountered. Each section of utility lines must be adequately supported in the bedding material. Utility trench backfill should be placed and compacted to the specifications of structural fill as previously detailed in this report, or to the applicable specifications of the City of Renton or other responsible jurisdiction or agency. LIMITATIONS The recommendations and conclusions provided in this geotechnical engineering study are professional opinions consistent with the level of care and skill that is typical of other members in the profession currently practicing under similar conditions in this area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions observed at the test pit locations may exist, and may not become evident until construction. ESNW should reevaluate the conclusions in this geotechnical engineering study if variations are encountered. Additional Services ESNW should have an opportunity to review final project plans with respect to geotechnical recommendations provided in this report. ESNW should also be retained to provide testing and consultation services during construction. Earth Solutions NW, LLC r ¢ eY t.p►. i fix LAMA a IN r Sr or 41 Ise AUK r . .a •!pE111-'.W Y 4- 'i.�*r�,sh.�' rM1 '�. = r ��" ;i5 � ',: �, ei .+i . _ - .. art' isw�'... �x --- -._ "-•. - 1!/Rr a ffi 11 J .;7,t_w r w ,' -t.V _ .sIX i tiro Y i9Fa eir'®�. a � Z _z •moi - 'a.. ert-71� � r �-�q�,; � �' ii•,iY1R�"�y�: -- 3:.i -IHS: � K OF ST { a,. ..- .�••}i!"''.. ."i S, iSi 47 -x-dew- _ - i'y -er.l... - dlfl�'� 57�i 1�'' - k.. 5s1tllS.. � .:;i ��Ti a.. �. �...i' �•� '.c }1rM 2�m ST 44. y •?� "�-if_. * ��,,.� .s[�y , rtai[� *'M M s+ P --ie .r ]Irmo 1' Mt x -,V s �4 5 'k. kSl R�_s.1's�Er� � ,'+b. r�+•'r r_ ,. �- F r Reference: NORTH - King county, Washington Map 688 Vicinity Map By The Thomas Guide Rand McNally Dumas Heights -Lot I& 2 32nd Edition Renton, Washington Drwn. GI_S Date 01/28/2414 Pmj: No. 3215 i NOM Pa place may ooAtWn of color. ROM cannot b8 Iresponsible for any subsequent mi*terpn t tbn of the ini mlon Checked KDH Date ,fan. 2014 Plate 1 I rewtfinp flan black & white reprodu*m of this plate. � I I I h f I F ! I I I I TP -3 l i i I ! ! I r _T_4r�_ E I i i TP -21 4 I I { f It tl I I I I i ITP -1- I i k I I S.E. 192ND STREET LEGEND TP -1—I --Approximate Location of ESNW Test Pit, Proj. No. ES -3215, Jan. 2014 _r Subject Site Proposed Building NOTE: The graWw shtrwn on this PlOtft are not intended for design Purpases or precise scale mnents, but only b ilfustraie the approximate fast Iocallms relative to the apprwdwla locations of exis V and / or proposed site teatues. The information MwIrated w Largay based on dab provided by the dwnt at the time of our study. ESfdW cannot be responsible for subsequent design changes or intergretafion of the data by others. NOTE: This plate rmy contain areas of color. ESNW cannot be responsible for any subsequent misin%Wtatlan of the intomPion resulting from black & whit rWWuctkm of this plat. NORTH i Air; �hh� f 10 0 20 40 80 1"=401 Scale in Feet Sheet Drain (See Note) Floor Slam (Where Applicable) 18" Min. • Q s 0 0 00 00 0.00 0.00.00 0 • 0 0 0 •0 0 ❑ . O e 0 r e 4 0 0 (y oa O�a�Q e0 p 8 e°Q a0 a 0 a p 0 0 ee Q 0 a0 0 �0 0e0 a 00 a Q pV • la a0 Q V • 0 • v 0 e 0. p a a.0 p 00 s a 0 0 a0 p.0 a a e . .4 00 000 0a pp 0 a0 0d 0 d 0 0 p a 0 :00 O 0 0 e 0 000 0 . Tao 0 a a •0 a a * 0 qr . 0 4 wA �• 04 O a a • a .0 0 popes 0.0-0 s 0 as 4 p NOTES: •. Free Draining Backfill should consist of soil having less than 5 percent fines. Percent passing #4 should be 25 to 75 percent. • Sheet Drain may be feasible in lieu of Free Draining Bec"ll, per ESNW recommendations. • Drain Pipe should consist of perforated, rigid PVC Pipe surrounded with 1" Drain Rock. LEGEND, 0 0 o Free Draining Structural Backfill a 0 ButSO-5x. 1 inch Drain Rock R. Stnictural Fill • Perforated Drain Pipe (Surround In Drain Rock) SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Perforated Rigid Drain pipe (Surround with 1" Rock) NOTES: • Do NOT tie roof downspouts .to Footing Drain. e Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soft or other low permeability material. =til1" Drain Rock tat SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Appendix A Subsurface Exploration Test Pit Logs E5 -324. - The subsurface conditions at the site were explored ort January 20, 2014 by excavating three test pits using a mini-trackhoe and operator retained by our firm. The approximate locations of subsurface exploration test pits are illustrated on Plate 2 of this studv. The subsurface test pit logs are provided in this Appendix. The test pits were advanced to a maximum depth of eight feet below existing grades. The final logs represent the interpretations of the field logs and the results of laboratory hawses. The stratification lines on the logs represent the approximate boundaries between sou types. In actuality, the transitions may be more gradual. Earth SOMOns NW. 4'... Earth Solutions NWLLc SOIL CLASSIFICATION CHART MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS GRAPH LETTER GRAVEL AND CLEAN•i' GRAVELS • • • ; • s . • GW WEU GRADEDGRAVMAC41AVEL- sAND MDCIUREB. Lima OR No FENES GRAVELLY, SOILS PrTLE OR NO FINES) i ie ; �° �]O `�o O Q oQ CSP POORLY -GRADED GRAVELS, GRAVEL -SAID MIXTURES, LITTLE OR NO FINES COARSE GRAINED SOILS DECO RS50%E FRACTION GRAVELS WITH FINES ° Y ° GM SILTY GRA11E1S, GRAVIQL-SAND - SILTIIID(TURES Gc CLAYEY GRAVELS. GRAVEL- SAND - CLAY MDCrURE8 RETAWFD ON NOL 4 81EVE (APPRECIABLE AMOUNT OF FINES) MORE THAN 5091 OF MATE ALAL IS SAND AND CLEAN SANDS Sw WELL -GRADED SANDE GRAVELLY SANDS, LITTLE OR NO FINES P ARM POORLY -GRADED GRAVELLY GRAVELLY SAND. LITTLE OR NO AND. 8TTLE FINES LARGER TMN 140.200 SIEVE Sim SAND1l SOILS (LITTLE OR NO FlNES� SANDS WITH FINES S� SILTY SANDS, SAND- SILT MORE 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) scCLAYEY SANDS. SAND - CLAY MMMRES R40P AMC SJILTS AND VERY FINE ML SANDS. UIL CLAYEY FIMHROCK SAND9FLOR, ORSCLAYETYORY SILTS YAM SLIGHT PLASTIC#TY FINE GRAINED SOIh:.s SILTS LIQUID LIMIT LAYS LESS 7lIAIa 50 eI' �GANLC CLAYS OF LOWTO MEDt m PLASTLCRY. r"vEuY CCLAYS. SANDYCLA LAYS, LEAN CLAYSYs. SILTY - OL ORGANIC MTS AND ORC,AN� SILTY CLAYS of LOW PLASTICITY MORE THAM SOX OF IMTERIAL IS MH INORGANIC SRTS, AOCAC SOUS OR DIATnMACEOLIS FINE SAND OR SMALLER THM NO. 206 SIEVE SILTY SOILS slza SILTS LIQUID LIMIT ANDGREATER THAN 30 GH INORGANIC CLAYS OF HIGH PLJIBTIC:TY OH ORGANIC CLAYS OF MEDIUM TO HW PLASTKM, ORGANIC SILTS HIGHLY ORGANIC SOILS : ''s' PT PEAT. HUMUS, SWAMP SOILS WITH HM ORGANIC. CONTENTS DUAL SYMBOLS are used to indicate borderline soil claseiflcatians. The discussion in the text of this repot is necessary for a proper understanding of the naWre of the material presented In the ali ached logs. Ems, Sokidorm NW TEST PIT NUMBER TP -1 1805. 1366 Placa N.E.. Suite 201 PAGE 1 OF 1 Bellevue, washkgton gtI005 Te Ieph one: 4254494704 Fax 425-448-4711 CLIENT Puget Soured- LLt _� _ �_ PROJECT NAME Dumas.He%M-..�ots, 1 2 ...--._.. .. _ PROJECT NUMBER 3215 PROJECT LOCATION Renton. Washington DATE STARTED .1=14 COMPLETED ._1IM.14...._ . .. . _ .. GROUND ELEVATION 473 2 TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVA710N -- LOGGED BY KDH CHECKED BY KOH AT END OF EXCAVATION NOTES OepW of Topspff & Sod (M field grass AFTER EXCAVATION -- ru le TESTS V 0- MATERIAL DESCRIPTION MC - 8.80% Fines i 3.10% 5 MC = 22.30% MC = 22.20% Dark brown TOPSOM, roots to T 0.5__ Brown pomtyr graded GRAVEL vrflls sand. ksoas, moist (Fill) GP r; ,X [USDA Classiticatiun: Odremey cowse SANDI -5" dark bmwrr orgenlos layer 470 s i &own poary graded SAM wRh sk medium dense, wet moderate groundwater seepage at 3.5' to 40 SP- -moderate caving from 3.9 to S SM i SPI.` 004670 _.------- Gray pooch► graded SAND. medium dense, wet -iron oxide Staining -moderate groundwater seepage to OW s.a ... 4650 Test pt Wminated at e.0 fest below existing grade: Groundwater seepage encPw►ter6 d art 3.5 and 7 0 feat during awavat on. Bottom of test pit at 8.0 feet. Earth Solutions NW TEST PIT NUMBER TP -2 1805 -136th Place KE, Suft 201 PAGE 1 OF 1 AMEX;Bellevue, WashkgWn 98005 Telephone: 425.449-4704 Fax: 423-448-4711 CLIENT Puget Sound domes, LLC PROJECT NAIVE Dumas heights - Lots 1 & 2 PROJECT NUMBER 3215 PROJECT LOCATION Renton. Washington DATE STARTED 1120114 COMPLETED 112W14 GROUND ELEVATION 474 A TEST PIT SZE EXCAVATION CONTRACTOR NW Excaveting GROUND WATER LEVELS: EXCAVATION ItiIETHOD AT TIME OF EXCAVATION - LOGGED BY KDH CHECKED BY KDH AT END OF EXCAVATION -- NOTES Depth of Topsoil & Sod 4 6": fietd grass AFTER EXCAVATION — IL 4 cv u� TESTS NIC - 24.60% SIM f. <: X IMC 17.50°X. '�' x: v� 5 'A,fr MC - 25.50% Fines = 11.00% SP - SM MATERIAL DESCRIPTION Dark brown TOPSOIL, roofs to 1.5' Brown silty SAND with gravel. loose, moist (FilQ -tan silty sand interbeds -becomes moist to wet 8 6 -heavy groundwater seepage to BOH, minor caving to BOH, becanes wet Brawn poorly graded SAND with silt, medium dense, wet 8 5 -Iron oxide staining [USDA Classilicalion: fine SAND] Test pit terminated at 6.5 feet below existing grade. Groundwater seepage encountered at 5A feet during em:avation. Bottom of feet pit at 6.5 tarot 4ee 467t Earth Solutions NW TEST PIT NUMBER TP -3 1805 -138th Plage N.E., Suits 201 PAGE 1 OF 1 Beliedtie, Washington 98005 Telephone. 425-449-4704 Fax 425A49-4711 CLIENT Puget So nd Homes, LLC PROJECT NAME Duthas Heights - Lots t & 2 PROJECT NUMBER 3215. PROJECT LOCATION Rention, Washington DATE STARTED i/2014 COMPLETED 1/20/14 GROUND ELEVATION 474 It TEST PIT SIZE EXCAVATION CONTRACTOR NW Exraveti g GROUND WATER LEVELS: EXCAVATION METHOD AT 71ME OF EXCAVATION -, LOGGED BY KDH CHECKED BY KDH. AT END OF EXCAVATION NOTES Depth of Topsoil & Sod 4% 6": field gnaw AFTER EXCAVATION -- W us d^ U 4 us TESTS ci s � � � MATERIAL DESCRIPTION MC - 20.50% 5 IANC = 23 20% Fines - 28.9096 SAN M AT 05 Brawn TOPSOIL. roots to 0.6 Brown slity SAND with gravel, loose, moist (Fin) 4715 fieoonxs dark brown, loose to rrredkim donee p0 BrOW sfty .5. A . medk m dorm, moist 470.4 j -ion avdde staining, rnoderaft 9rouniiwa r seepage from 4.6 to 5.6, becomes wed [E. WA Classihcatbn., Tyne sandy LOAM ANC 21.1095 ! TO -becomes denser 4670 Test pit tamainated at 7.0 feat below auristing grade. Groundwater seepage encountered at 4.5 feet during excavagon. Bottom of taut pit at 7.0 feet. :opendix B Laboratory Test RA-*m-- ES-32if Earlh Soiufions NW, LLC 4th SOIMW GRAIN SIZE DISTRIBUTION EarUUOfk$ 1805 -136th Place N.E., Suite 201 Betle,", WA gam Telephone: 425-2843300 WENT Puget Spurq—mlcr". PROJECTNAIIIIE Q!!mys Heights Lots 1-& 2. PROJECT NUMBER ES -3215 PROJECT LOCATION Rentan 1 14 16 ZU JU W 50 UG 10014U WW 00 95— ------ 1 -> I j� ; j _ - - as. 70- 30 ?L io L! 10- i 1 0 100 10 1 O 7 nni n,iw GRAN SUE IN MILLIME I RS G"AVEL SAND COBBLES —F-- SILT OR CLAY 1 C= medrn r" *0 WNW Specimen Identification Classification LL PL PI Cc Cu 0 TP -1 2-01L USDA: Gray Extremely Coarse Send. USCS: GP w Sandl. 0.33 30.35 CR TP -2 8.0fL USDA. Brown Fine $and. USCS: SP -SM. 1.22 &81- A TP -3 4.5% USDA: Brown Fine Sandy Loam. USCS: SM. Specimen Identification 1 DIN1460 D30 15710--T--- i---%Sitt %CWY 0 TP -1 2-16� 1 37 8.681 0. 9 0. 203 3.1 iMl TP, -2 6.01L 1 19 1 0.275 i 0.156 11.0 TP -3 4.SfL I 19 0.23 1 0.078 28.9 Report Distribution ES -3215 EMAIL ONLY Puget Sound Homes, LLC P.O. Box 1945 Sumner, Washington 98390 Attention: Mr. Robert Elliott Earth Solutions NK LLC z q c N cc og w O w cc 1w, w w0 pix z o Ir}m v R' -I a LJ^ O� 00a 'p ZW U) w rn J o r d y'S I ICL w O }-- C' u' Y W. U 7 O �' 11 m O W Z2UL�-, :PA O� Q O O J zs p�C HZ o co J W Cni �j c) q a O h U7 f-� �wF 2O �O wo Oc �Z NG I!. n' o ou 7 Oa I :J oz w o CA tC r {,i Li z r� i•�•r I w 1 II Oo r� � ypz ,< Q� N Z L O tip Z. -Z V m� �O z� ow z? �cw0 rye n 11 f w �z �u oz 0. w f�a�5: s�w U)i `�? oz w U boa hyo �c rn } J a. 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Meridian City, State, Zi Puyallup, WA 98371 Filed for Record at Request of The Talon Group 24401 100 Avenue SE # 102 Kent, WA 98030 5-0603-037 DEED OF TRUST (For use in the state of Washington only) 02075 30.00 Grantor(s) Dwayne Herbel and Sberrill K Herbel, Mathew Titus and gu&mm T>AI GWW Grantee(s) Claude Slaughter (AJ4Lo Lki ';;.- +-+ Trustee The Talon Group A= at FW Maumee Abbreviated Legal: Lot A, KC Boundary Line Adjustment 2QQ 0306900014 Cwww t+ I :a(" Additional Legal on page: Assessor's tax parcel/Account Nos: 6623400131 FIRST AMEAiCAN'Fau INSURAh10E -- 1330 CO.UASSENCY, VO LD�Y R FOR ACCURACY THIS DEED OF TRUST, trade this 30th day March, of 2006, between Dwayne D. Herbel and Sherrill K. Herbel husband and wifes as tenants in common and Mathew Titus andSMmma , Titus, husband and wife as tenants in common, _ GRANTOR(S), whose street address is 11060 SE 192nd Street Renton, WA 98055 Talon Grourz TRUSTEE, whose streetaddress is] 1400 SE Sth Street, Suite 250, Bellevue WA 98004 , and Claude la ter a sin le man BENEFICIARY, whose street address is 722 Hazel Avp N. Kent, WA 98031 WITNESSETH: Grantor(s) hereby bargain(s), sell(s), and convey(s) to Trustee in trust, with power of sale, the following described real property in King County, Washington: Lot A, King County Boundary Line Adjustment Number LOSL008, recorded under Recording No. 2006036900014, records of King County, Washington, which real property is not used principally for agricultural purposes, together with all the tenements, hereditaments, and appurtenances now or hereafter belonging or in any way appertaining, and the rents, issues, and profits. of the prop". This Deed of Trust is for the purpose of securing performance of each agreement of Grantor(s) contained in this payment _ d and Deed of Trust an em o the sum o One un wenty no/100------------ Five u sa.„na Dollars ($ 125,000.00 ) with interest, m accordance with the terms of a promissory note of even date herewith, payable to Beneficiary or order, and made by Grantor(s), and all renewals, modifications, and extensions of the note, and also such fi nher suers as may be advanced or loaned by Beneficiary to Grantor(s), or any of the Grantor(&)' successors or assigns, together with interest thereon at the rate agreed upon. DUE DATE: The entire balance of the promissory note secured by this Deed of Trust, together with any and all interest accrued thereon, shall be due and payable in full on April 1 12009. To protect the security of this Deed of Trust, Grantors) covenants) and agree(s): 1. To keep the property in good condition and repair; to per>nit no waste of the property; to complete any building, structure, or improvement being built or about to be built on the property; to restore promptly any building, structure, or improvement on the property which may be damaged or destroyed; and to comply with all Iaws, ordinances, regulations, covenants, conditions, and restrictions affecting the property. 2. To pay before delinquent all lawful taxes and assessments upon the property; to keep the property free and clear of all other charges, liens, or encumbrances impairing the security of this Deed of Trust. `.. .:... 3 1 V E L.J APR 23 2015 CITY 3. To keep all buildings now or hereafter erected on the property continuously insured against loss by fire or other hazards in an amount not less than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor(s). The amount collected under any insurance policy may be applied upon any indebtedness secured by this Deed of Trust in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the evenr of foreclosure, all rights of the Grantor(s) in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4. To defend any action or proceeding purporling to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorneys fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5. To pay all costs, foes, and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured by this Deed of Trust and Trustee's and attorneys fees actually incurred, as provided by statute. b. Should Grantor(s) fail to pay when due any taxes, assessments, insurance premiums, liens, encumbrances, or other charges against the property. Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured by this Deed of Trust, shall be added to and become a part of the debt secured in this Deed of Trust. 7. DUE ON SALE: (OPTIONAL — Not applicable unless mingled by Grantor and Benefleiary) The property described in this security instrument may not be sold or transferred without the Beneficiary's consent. Upon breach of this provision, Beneficiary may declare all sums due under the note and Deed of Trust immediately due and payable, unless prohibited by applicable law. for (Initials} 1T IS MUTUALLY AGREED THAT: elg Beneficiary (Initials) g. In the event any portion of the property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured by this Deed of Trust shall be paid to Beneficiary to be applied to said obligation. 4. By accepting payment of any sum secured by this Deed of Trust after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay. 10. The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor(s) and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 11. Upon default by Grantor(s) in the payment of any indebtedness secured by this Deed of Trust or in the performance of any agreement contained in this Deed of Trust, all sums secured by this Deed of Trust shall immediately become due and payable at the option of the Beneficiary, subject to any cure period provided in the note secured by this Deed of Trust. In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed o€ Trust Act ofthe State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at Trustee's sale. Trustee shall apply the proceeds of the sale as follows: (1) to the expense of the sale, including a reasonable Trustees fee and attorneys fee; (2) to the obligation secured by this Deed of Trust; and (3) the surplus, if any, shall be distributed to the persons entitled thereto. 12. Trustee shall deliver to (he purchaser at the sale its deed, without warranty, which shall convey to the purchaser all tight, title and interest of the real and personal property which Grantor(s) had or had the power to convey at the time of the execution ofthis Deed of Trust, and such as Grantor(s) may have acquired thereafter. Trustees deed shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence ofsuch compliance and conclusive evidence thereof in favor of bona fide purchaser and encumbrancers for value. 13. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 14. In the event of the absence, death, incapacity, disability, or resignation of Trustee, or at the discretion of the Beneficiary, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of'I'rust is recorded, the successor trustee shall be vested with all powers of the onginal trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of an action or proceeding in which Grantor(s), Trustee, or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee, 15. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on his/her/their heirs, devisees, legatees, administrators, executors, and assigns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein. 16. ADDITIONAL, TERMS AND CONDITIONS: (check one) a- (X ) NONE OR b. ( ) As set forth on the attached "Exhibit A" winch is incorporated by this reference. (Note: If neither a nor b is checked, then option "a" applies) Dated! 1I 1 7� �!r` /j I\ A4&_ Sherrill KHerhel wa�ync"H4 1 L D A n — It I Mathew Titus Emma Titus STATE OF -ss COUNTY OF ) 1 certify that 1 know or have satisfactory evidence that (isfare) the petstm(s) who appcated before tae, and said pmon(s) ackncwlodged that (helsheJdtey) signed this instrument and act nowlgdged it to be (his/her/dwir) free and voluntary act for tll, t,4rs aG�411g n this instrument. P h(r/1� 7/AV .� tttt 13 111d: Dared:0d forthe state of_P lG � 11Bt. inn Na`••.. ��eppoinrmerttexpire: � itr REQUEST FORuH • I}o xotsecn> rt. To be rrsad only whit note has been paid, TO: TRUSTEE The undersigned is the legal owner and holder of the note and all other indehtedtteas secured by the within Deed of Trust Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied, and you are hereby requested and directed, on payment to you of any sunffi owing to you under the tears of said Deed of Trust, io cancel said note abeve mentioned, and all other evidences of indebtodrttsc secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty to the parties designated by the tunrtu ofsaid Deed of TTvst, all the estate now held by you thereunder. Dated: Exhibit "A" Real property in the County of King, State of Washington, described as follows: LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER L051-008, RECORDED UNDER RECORDING NUMBER 20060306900014, RECORDS OF KING COUNTY, WASHINGTON. Tax Parcel Number; 662340013108 and 662340013306 AFTER RECORDING MAIL TO: Dwayne & Sherrill HerbeI & Mathew & Saramma Titus 33821 124th Ave SE Kent, WA 98031 20460406002074.001 20060406002074 THE TALON GROU UO 32.00 PAGE001 OF 001 04/06!2006 15:38 KING COUNTY, UA Filed for Record at Request of The Talon Group, a Division a[First American Title Insurance Company Escrow Number: 5.0603-037 - spa Statutory Warranty Deed Grantor(s): Claude Slaughter Grantee(s): Dwayne D. Herber & Sherrill K. HerbeI, Mathew Titus and Sararnma Titus Abbreviated Legal: Lot A, KC Boundary Line Adjustment 20060306900014 Additional legal(s) on page; Assessor's Tax ParcelNumber(s); 66234DO131 f Log air _0133—O(n THE GRANTOR Claude SraaMter, adrip-le man for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSHNATI0iw1 in hand paid, conveys and warrants to Wa-vi the fallowing described real estate, the LottiKim CouatyBoundary Line AdiustrmlNutnberLO5L00g.rmWedundcrRccordinzNo. 20060369MI41 t cof Kind Counrv. washinewn. GRANTOR ACKNOWLEDGES THAT TITLE TO THE PROPERTY IS MARK13TABLE AT THE TIME OF THIS CONVEYANCE- THE FOLLOWING SHALL NOT CAUSE THE TITLE TO BE UNMARKETABLE: RIGHTS, RESERVATIONS, COVENANTS, CONDITIONS, AND RESTRICAONS, PRESENTLY OF RECORD AND GENERAL TO THE AREA; EASEMENTS AND ENCROACHMENTS, NOTMATERIALLY AFFECTING THE VALUE OF OR UNDULY INTERFERING WITH GRANT'EE'S REASONABLE USE OF THE PROPERTY; AND RESERVED OIL AND/OR MINING RIGHTS. Document Date: 3f30/2006 Talon &0* By - By A dirdsion al First Claude Slaughter ArIMM aI1 TMO Insurance Cwparn 113 3 tw STATE OF WASHINGTON County of Icing SS: By I certify that I know or have satisfactory evidence that Claude Slaughter is/ai"t,�c person(s) who appeared before me, ands 'dperson(s) acknowledged that hds#'e10y signed this instrumeO'L and aclmowlodged it to be hislty rl 'I, free and voluntary act for the uses and purposes mentioned in the instrument. Dated this day o£_.��� '�0G� SLA B � r Public i/�ufoeL CZ&3/te%o•f �WASHG 7NOTON at p Cig WA Myappommnicntexp/s; Ln PUBLIC r7 -off: E2198053 04/06/2006 15:34 KING COUNTY, UA TAX 52,675.00 SALE $130,000.00 CASE001 OF 001 REEIVPll � APR 211 �j CITY OF .i general location of the prpE�FWsIN.ajtut actual suGeate0*:c0pg*rajoWgm ntpf#ftft eligg1g pffn�})ll;t S M4'Sf SUBDIVISION Guarantee/Certificate Number: Issued By: CHICAGO TITLE INSURANCE COMPANY by its agent: J TICOR TITLE COMPANY 7oo22zs9 CHICAGO TITLE INSURANCE COMPANY, a corporation, herein called the Company, GUARANTEES Dryco Surveying 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 parry 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. Chicago Title Insurance Company By: Ticar Title Company 709 5th Ave., Ste. 2560 L.7 Seattle, WA 98104 Countersigned By: t r a Authorized Officer or Agent Attest: President Secretary ASR 23 n" 01 '1 OV PENITON ,, �NNIING �7vtStoN Subdivision GuaranteelCertificate Printed: 04.23.15 @ 01:26 PM Page 1 WA-TT-FWNT-02840.660004-SPS-1-15-70022269 CHICAGO TITLE INSURANCE COM 1Y GUARANTL_.CERTIFICATE NO. 70022269 ISSUING OFFICE: Title Officer: Unit 1 Ticor Title Company 701 5th Ave., Ste. 2560 Seattle, WA 98104 Phone: (425)255-7472 Fax: (877)521-9938 Main Phone: (425)255-7575 Email: Unit1.Renton TicorTitle.com SCHEDULE A Liability Premium Tax $1,000.00 $250.00 $24,00 Effective Date: April 13, 2015 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Sherill K. Herbel, as her separate estate and Mathew Titus and Saramma Titus, husband and wife, as tenants in common. 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/Cetficate Printed: 04.23.15 @ 01:26 PM Page 2 WA-TT-FWNT-02840.660004-SPS-1-15-70022269 EXHIBIT "A" Legal Description Lot A King County Boundary Line Adjustment Number L05L008, recorded under Recording Number 20060306900014, records of King County, Washington. Subdivision Guarantee/Certificate Printed: 04.23.15 ® 04:26 PM Page 3 WA-TT-FWNT-02840.660004-SPS-1-15-70022269 CHICAGO TITLE INSURANCE COM IY GUARANT :ERTIFICATE NO. 70022269 SCHEDULE B 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.: 662340-0131 Levy Code: 2128 Assessed Value -Land: $115,000.00 Assessed Value -Improvements: $0.00 General and Special Taxes: Billed: $1,497.05 Paid: $748.53 Unpaid: $748.52 2. A deed of trust to secure an indebtedness in the amount shown below, Amount: $125,000.00 Dated: March 30, 2006 Trustor/Grantor: Dwayne D. Herbel and Sherill K Titus, husband and wife, as tenants in common Trustee: The Talon Group Beneficiary: Claude Slaughter, a single man Recording Date: April 6, 2006 Recording No.: 20060406002075 Herbel, husband and wife and Mathew Titus and Saramma 3. 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 Short Plat: Recording No: 9208189007 4. 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 Plat of Panther Lake Garden Tracts: Recording No: Volume 9, Page 25 5. 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 Boundary Line Adjustment: Recording No: 20060306900014 Subdivision Guarantee/Certificate Printed: 04.23.15 @ 01:27 PM Page 4 WA-TT-FWNT-02840.660004-SPS-1-15-70022269 CHICAGO TITLE INSURANCE COM IY GUARANTL_. ;ERTIFICATE NO. 70022269 SCHEDULE B (continued) 6. Easement for Grading of Street Slopes as necessary, over Portion of Premises Adjoning Street or Alley as Granted in Instrument Recorded September 29, 1966 under King County Recording Number 5792302 Note: The Public Records indicate that the address of the improvement located on said Land is as follows: XXX Southeast 192nd Kent, WA 98031 Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: Lot A King County Boundary Line Adjustment recorded under Recording Number 20060306900014, Tax Account No.: 662340-0131 END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 04.23.15 @ 01:27 PM Page 5 WA-TT-FWNT-02840.860004-SPS•1-15-70022269 geoAdvantage: King County of Washington State (App4) i w R LAKE n 9 GAki! L: N Page 1 of 1 0 TICOR TITLE COMPANY a a SE I03rd Pi r FA M � 1 f✓ � ! 194Lh 5 E 7 94th P'. �.. , Sentry Dynamics, Inc, and its Customers make no representations, warranties or conditions, express or geoAdvantage implied, as to the accuracy or www digfthare org 206.777.1252 completeness of information contained in this report, FCEIV D APR 2 3 2015 http://geo.sentrydynamics.netNVA King/default.aspx 6/11/2013 VOL 11041 atom 104va Renton, WashingtoQUIT.-CLAIM DEEB "lw Tr. 13 Jll377 The grantor .... *...... herein ...... UchArd... F,,...,ftlta�C a...ttxll ...kg t'..a i k�......Q.....Roktr. s ............................... forthe ,consideration of ... ............... D f,-.,.Ra...,.....................,...........,........................................,.............,,......Dollars and alsa of benefits to aeerue to......tkte+lal..........................by reaeau of laying out and establishing a public road through....,.... l;lzed,r......... proparty, and which Is hereinafter desoribed, convey._., rsleme...., sad quit-oWm_... to the County of .......................... i.ns,...._........ _......... ...State of Washington, for pee of the Public forever, as a publie road and highway, all interest in the foUowing desoribed real estate, via.: The Cast 10 root of Tract 13, Panther Lake Garden Tricots in See, 32, Twp. 23 H.R. 5 E.W.M., as recorded irk Vol. 9 or date, Page 25, records of KinCounty, Washington, together with the South 12 feet of the East 1% of said Tract 13.. Containing 0.19 Aorea more or lose. R/W 112th Ave. S.E. ( North of S.E. 192nd St.) together with the right to make all neeaaaary elopes for cute sad fllla upon the abutt4tg property anct vn each side of said described right-of•way, in conformity with etaodard plane and spedificatiana for highway purposes, and to the etme estein and pu�.oee as if the rights herein granted had been acquired by Condemnation proceedings under Eminent Domain atatutes of the State of w"bington, situated in the County of......'A�<.Fly,[:............ ............................ ...... ,.. Blste of Waahindton. Dated day o!...,krtlA7.f'.......................... . A. D. 19.rrs....., WITNESS: ,� .t.._..1,�-t. R �EIVED R 2 9 2015 OF RENTON NING DIVISION Si'ATE ped 'W`� OOUN'Y'7i# ... u: On tao ..At& ,. .,............ . .. 19 4 y ., befora tee, a Notaa7 Public in and for the state of W&Rkiu®tbn,-dna e00mi$eioned and aworn, perongllrp I -Ad...... ................. .............................to sae kzowtt to be tho indlvifte l... described in and.. .-Azeouted tke tritbin instrument and aftowleddod to me that.... 4.Avy.........,elgaed and awed the samA as:.;. 5.�! • ,....., ... i�i+rp rid ♦oleuetarT aet and deed to- the wee and purpsse therein mentienad. Wituesa ma hand and olfleial seat tiro daY and Year first above written. Notary Pnblie in and for the State of Wasbingtan, residing af............ ON C, VOL.. PAI.� :.PLO%E5T of s ry SEF9 29 PM 3 RaP,T's. M04RIS A,' ii0 iN,TOUXly W"a 1. ----- -- - RING COWTY, WA j. 'EASEMENT Aportion of t)re Sect'-Qn 37, Towgship 23 North, Range 5 East, W.M. Assessoz' 'Fax Fareel;:D. No 6623400134 WHERE AS WlFw N pOndre is e,p=utr lg this.d.ocuiti" as the legal owner of the following doscrr7►ed lot: Lot 13, of Panther Lake Garde k-Tracta, the Last half less OWSotrth 486 fi* of the East 139.07 fee% less the county roads, as recorded Vol We 9.. of plats,. -V 25, records of ki4,County, Washington. >1ia HERESY nralce and declare a u#i1i#y egsen nt acngss t}hGsbove,"''bed Lot, said easement being described as follows; A l0 foot wiJC strip of land with a centerline described'ies`',:. Cornmeming. at S4thwest cornet of the above des4riw pra erty; thishrce iq t l 49'07" Past along the West line of above A Ascribed property, 149.52 feet t&the P96 of Beginning of said ce�rter�iw Bance South 71 °;i 8'30" East; 15-67 feet to the East line of abovedesgkbW- property aril the and of thjs eenterlinO. Tho. ide lams of said casement begin at said West fine,Wh nd.%< seed Ea* Brie. Sikuate in Section -J2, Township 23 North, Range 5 East, W.M. FOR:ibe benefit 6f LoVA of King County Boundary Line Adjustment rgxwd d abder avditces file number 200603i069M` 14. Ualehe-WntiriTAX WT ffaM STATE OF WAS*Wr GTON:; p Oa lirrdrdt t7twaitxr COUNTY OF I certify that I know or have giwisfwwry evidenge tw "' bM G 4(xon this day personally appeared before rn�, and is tame known to bethiWividual that executed the within and foregoing Wit, andlrowledged said 'tt9thui-01"t t4.W the five and voluntary act, for the uses and purposes therein meut'i'onedY and:on oath stated trait she:.is authorized to execute said inshwnent Given under my hand and official seal thisI� daY'ot°t'[�" N ry lic in and for the State o hington, Residing at JEMAA MA PINTO 8TATE kr x1:A.itiNltM a MV OORtt!!E>fp Y. 10-28-16 "fit AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone; 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ,y being first duly sworn on oath, deposes and says: on the � L�.. day of ,, __, 20 i 1 installed 44 public information sign(s) and plastic flyer box on the property located at l 'l for the following project: i ? 17 J vk�f S "0t1 E l Project Name Owner Name 2. 1 have attached a copy of the neighborhood detail map marked with an "K" to indicate the location of the installed sign. 3, This/these public information sign(s) vvas/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 �iiigns Instaiiation" handout package. Installer Signature SUBSCRIBED AND SWORN to before me this day of ^� 2D ti �� �Q;•`5�4� FJrp�.;��i �i� NOTARY PUBLIC in and for the State of Washing n, u,! residing at •.. i,' ,aQ�A My commission expires on y % r� =,.�••..07�27.7a�,�,.- DECEIVED •�f''APR 2015ev:a2/2015 H:\CED\4ata\FeLld CITY OF RENTON PLANNING DIVISION H4E 29 T23N R5E E 112 ZONING MAP BOOK PLANNING -TECHNICAL SERVICES PRINTED DATE. ION32013 This documant is a graphic repreeents4dn, ndt guaranteed to surrey accuracy. and is based 00 the beat edarmabDn available as of the dam shmran_ Ms map Is idetded Nr DW dsplay prrrposesonk Community & Economic Developm nt .mt.— Rs...6iM J4E 05 T22N R5E E 112 0 420 mo 14E 1.9,780 Feet 32 T23N R5E E 112 Nga720lW city Limm 0 (DDR) ConanarOWO&WRufderrfist© (R;) RaSManlial4dubc REwroN © (Cvl cm- Yfte (R$) Re W.W 8dulac LJ Posatialknnra5m Area Q (IH) InduaM Heavy © (RC) Reamr. CoMMOOm Zoning Designetlon © PL) industrial Light Q (RMT) Reaiden iAl H111ti-F8miN I= JCA) Commerdal Arterial © 014 Irdwttal eaaaum Q WT) Real. W&Fw* Trodilimal Q ICD) Center Downtown © (R-1) ROW*ntia11du1ac © pWV)thW. IArrWwriiF Urban Carrier © (CN) Cormole-1 Naigbhodidad Q (R-10) Raseler U 10dulx Q (RW) RsWanial Mamhmtred Homes Q (c0)Corrarrereisl oRea Q (R-14( RasidariM 14&dw Q (UC -NI) Urban Cssber NaM 1 Q (U"2) Urban Cants *M 2 M i RECEIPT EGO0037234 BILLING CONTACT Mathew Titus 12329 SE 238 PI Kent, WA 98031 M City �l Y ��TA (U Transaction Date. April 23, 2015 REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD LUA15-000277 PLAN - Short Plat Fee Technology Fee Fee Payment Fee Payment Check 97903 Check #7903 $970.00 $60.00 SUB TOTAL $1,030.00 LUA15-000277 PLAN - Short Plat Fee Fee Payment Check #13697 $1.030.00 SUB TOTAL $1,030.00 TOTAL $2,OW.00 Printed On: April 23, 2015 Prepared By: Jill Ding Page 1 of 1