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HomeMy WebLinkAboutMiscPLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Plat Name Reservation 4 Public Works Approval Letter, ~~~~~t!1:~1:s~K:l~)%:~tf:!Kit~i:;:;1:1::\.\\\:~_:1;'.;-~1t;~~i>.'.::t~I:}fi~i1#/: Stream or Lake Study, Standard 4 '?'tie~tfi·•bt,q~~;s~µaY.\$tlPp.1#fA~iitafa:t Traffic Study ,. Jt~~·{~llipil'fS~i@¢1~~r\n~'l:'ibn14/:J•t:,:1;,,,:;:;;1:,ir• Urban Design Regulations Analysis 4 Utiliti~~fli]l~,;,G~n.~(~1iii~i;i)/t;t,,Y\{tt:;'.!:;·''··· . : ' Wetlands Mitigation Plan, Final 4 Applicant Agreement Statement 2 AND, Inventory of Existing Sites 2 AND, Lease Agreement, Draft , AND, Map of Existing Site Condrtions 2 AND, Map of View Area 2AND, Photosimulations 2 AND, This requirement may be waived by: 1. Property Services 2. Public Works Plan Review ~toi,-~3 · ~ PROJECT NAME: :!. Htt =:;>~!,.A\ DATE: 9~/6)?:>L;t 3. Building 4. Planning I , ~ t~. \CED\Oata:\F arms-T "'rr plat~ISelt'-Help Handouts\Plannlnglwaiverofsubmlttalreqs.xls 06/09 PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Drainage Report 2 :E,r~v~tt§'r~::;;tf~~~.@~ti~;·6i·+%::1r::;~(\\(~i~ ~:[:·1;{it}:::/~tfi\ Environmental Checklist 4 i¥t~itn~{:!'~Ye~~i;i; ·~Reiicit1~~WiiPxf,4Jif ;,·::iJ:fr1/;:,<;1 ••·• Existing Easements (Recorded Copy) 4 Irrigation Plan 4 *"rt~¢li~nfyi'A#~~~Mf~·• t0ijr\folli~tio(i.$ltitt'::t:1:··. Landscape Plan, Conceptual, h~·~4~_<lfi,P~J.P{#'W::P~t~);~:~.~0J !C:}t:\;-i;?;:111·,~11 ~,h.J.;·:;:::::~.:~;;:;1:'.~ll}i;: Legal Description 4 Master Application Form 4 ~.?A9'~1l~tj'R~'.t4~J(8}!~::=~~'t;~~9Q,Yrn:~.~\t:W10l't:1;;;~::·:f]J;t~f,;·· Neighborhood Detail Map 4 ea:rl<;Aifi't~ttc1;;~1:l'·e 11.:1t~n~:i~i51r1Jti>:ii£('i\isJ1t•·•· ; I,,.,,_,_._-.. -. ·. : ,·tJ' .:·. · .. f, •. r., '" •-·,·: · Q.~ .. ·,., ., ,, .-~ ~ ,. , , .. ,., ... , ,; ·, ,,,.,.--. ,, ·, '·· ~ .. , ,_.,-·.1 ,·''S Plan Reductions (PMTs) 4 This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning H:\CEO\Oate\Forms-Templates\Self-Help Handout.s\P1anninglwalverofs1.1bmlttalreqs.:xls 06/09 DeWitt 4-Lot Short Plat LUA12-085, SHPL-A Compliance with Conditions of Approval 1. Obtain Demo Permit ... Applicant has obtained and mmpleted demo of the existing house. 2. Final Landscape Plan ... Final landscape plan was submitted and approved as part of the civil utility permit, attached are two mpies of the approved landscape plan. 3. Revised Site Plan showing 26' Private Street ... The approved civil plans show the revised private street section at 26' together with an approved City hammerhead. 4. Transportation Fees ... Traffic Impact fees will be paid per City of Renton Municipal Code. 5. Revised Site Plan deleting private gate ... The privacy gate originally shown on the preliminary site plan has been removed and NOT shown on the civil plans. 6. Fire Impact Fees ... Fire Impact fees will be paid per City of Renton Municipal Code. Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: WATER EASEMENT Project File#: Property Tax Parcel Number: 152305-9021 Street Intersection or Project Name: DeWitt Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. Endure Investments, LLC., 1. City of Renton, a Municipal Corporation a Washington Corporation The Grantors, as named above, for or and in consideration of mutual benefits, hereby grants, sells and delievers to the above named Grantee, the following described personal property now located at: LEGAL DESCRIPTION: A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNlY, WASHINGTON Additional legal (EXHIBIT "A") is on page 4 of document. Water Easement Page I of5 FORM OJ OOIJ/bh/CA2-21-97 That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances over, under1 through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described on Exhibit A. For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Granter shall not, however, have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee; or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. Watl.!r Easement -[kV/iU\ Page 2 FORM OJ 001Jibh/CA2-21-97 Form 84 0001 bh IN WITNESS WHEREOF, said Granter has caused this instrument to be executed this I LI clay of Aveiusr 20/Y . TS, LLC, a Washingro,..wl!llJ·ted Liability Company By: Mike Woodbridge Its: Managing Member IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Notary Seal must be within box "irnc:r Easi.;mcnt -DeWitt (2)\ CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF Kl/jG ) On this J':f!_ day of flulrtus-r ,;,[)J!::L before me personally appeared __ ML..C.Llu)!(,F;,o,c.._--11\/\=/N') ...... ,,O ...... s.,g.-1 .... a.,,,,,C::,,,_,_e;._ ______ to me known to be MANAG,/N<:;, Me.mB,=;e..... of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said orate seal of said corporation. Notary ub IC in and for the S ate of Washington Notary (Print) M 1GHE.Ll€ L · C. HORT€ My appointment expires: t)4 / I f"I lcOOl-1: , ~ Dated: 08 I Pagt! J FORM 03 0013/l:lh/C,\2-21-97 EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION THE WEST 120 FEET OF THE SOUTH HAlF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 72 FEET THEREOF, AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET THEREOF, AND EXCEPT COUNTY ROAD. TOGETHER WITH THE SOUTH 257.30 FEET OF THE EAST 26 FEET OF THE WEST 146 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 6.00 FEET OF THE SOUTH 242 FEET THEREOF; EXCEPT COUNTY ROAD, ALL SITUATE IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. www.sitesurve ma i .com 21923 NE 11th Street Sammamish WA 98074 SITE PROJECT # 14-288 PAGE40F 5 Phone: 425.298.4412 EXHIBIT B MAP ~/:, ----- ¥'0· ~e,'i;,'-g,,~ ~,<:,'1--:p WATER EASEMENT PER KING COUNTY RECORDING NO. ACCESS & UTILITY TRACT 7,286 S.F. (0.167 ACRES) --JI---- w • GRAPHIC SCALE 30 0 30 ,._~ I -1 INCH a60FT. 60 I WWW .sit8SUN .com I -, I PARCEL NO. 421961-0710 TRACT E, LAURELHURST V 233, P 048 LOT 1 10,348 S.F. (0.238 ACRES) LOT2 8,677 S.F. (0.199 ACRES) LOT3 8,670 S.F. (0.199 ACRES) LOT4 8,547 S.F. (0.196 ACRES) 5' DRAINAGE EASEMENT 0 SE 2NDPL N S LINE SE 1/4, NW 1/4, SEC 15-23-5 21923 NE 11th Street Sammamish WA 98074 --- SITE PROJECT# 14-288 PAGE 50F5 Phone: 425.298.4412 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: SEWER EASEMENT Project File#: Property Tax Parcel Number: 152305-9021 Street Intersection or Project Name: DeWitt Short Plat Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): l. Endure Investments, LLC., 1. City of Renton, a Municipal Corporation a Washington Corporation The Grantors, as named above, for or and in consideration of mutual benefits, hereby grants, sells and delievers to the above named Grantee, the following described personal property now located at: LEGAL DESCRIPTION: A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTIONlS, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON Additional legal (EXHIBIT "A") Is on page 4 of document. Sewer Easement Page I of 5 FORM OJ OOl.libh/CA2-ll-97 That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant, bargain, sell, convey, and warrants unto the said Grantee1 its successors and assigns, an easement for public utilities {including water, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon the following described property (the right-of-way) in King County, Washington, more particularly described on Exhibit A. For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall, upon completion of any work within the property covered by the easement, restore the surface of the easement, and any private improvements disturbed or destroyed during execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Granter shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Granter shall not, however, have the right to: a. Erect or maintain any buildings or structures within the easement; or b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interlere with the utilities to be placed within the easement by the Granteei or c. Develop, landscape, or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig, tunnel or perlorm other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right-of-way. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Granters covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. Water East:mcnt -Dc-\Vitt\ Page 2 FORM 03 00131bhtC,\2-2 I -97 Form 84 0001 bh IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this 14 day of (iVo;Nf;,O,O/'( TS, ll By: Mike Woodbridge Its: Managing Member Limited Liability Company IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Notary Seal must be within box Sewer Fasc-mcnt • DcWitt (2)\ CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) On this _j!{':'!_ day of Au1;1 l.)'i;,T ;;;{)1!:i before me personally appeared /II\ I lb£ Waco e,e.1 D6E tome known to be Nl AN er-,,11.:it-:1 Me=; meee of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the c orate seal of said corporation. P.1ge J FORM OJ OOlJ/bh/C:\2-21-97 EXHIBIT A LEGAL DESCRIPTION EASEMENT LEGAL DESCRIPTION THE EAST 17 FEET OF THE WEST 137 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT COUNTY ROAD, ALL SITUATE IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. S!.!!! .... SITE PROJECT# 14-288 PAGE40F 5 21923 NE 11th Slreet Sammamish WA 98074 Phone: 425.298.4412 EXHIBIT B MAP ~/: I -----/ s LINE N112:SE11T.14~. SSJE:-r,,:,ri-'--------.L----L 1/4, NW 1/4, SEC 15-23-5 ..,.o- c,'<:." ,~'l. TRACT A q~;p-'I, 1,532 S.F. (0.035 ACRES) TRACTB 7,288 S.F. (0.167 ACRES) PARCEL NO. 421961--0710 TRACT E, LAURELHURST V 233, P 048 LOT 1 10,348 S.F. (0.238 ACRES) LOT2 8,6nS.F. (0.199 ACRES) LOT3 8,670 S.F. (0. 199 ACRES) LOT4 -- I 8,547 S.F. o ..,.o, (0.196ACRES) ~,;,.v~~ EASEMENT '-' f:,.q.. <l''!> ~~ .e q f:>"' <fl>'' TRACTC ..,i - L.I ~~~g'_i,> __ _.i;,"'fl.......;::-..,!:!.!.!,_::;::5;_:' D::;RA::l:.:.N:.:.AG:::E::::~ q~°'~\)~~'<;. 2,211 S.F. (0.051 ACRES) --- -~ -1\---- 5 GRAPHIC SCALE 30 0 30 60 -------1 INCH =60FT. b SE 2ND PL "' S LINE SE 1/4, NW 1/4, SEC 1 S-23-5 21923 NE 11th Street Sammamish WA 98074 SITE PROJECT # 14-288 PAGE 50F 5 Phone: 425.298.4412 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Name: Owner/Applicant: Contact: File Number: Project Manager: Project Summary: Project Location: Site Area: November 26, 2012 Dewitt 4-Lot Short Plat Mark & Tanya Dewitt, PO Box 59763, Renton, WA Phillip Kitzes, PK Enterprises, 23035 SE 263rd Street, Maple Valley, WA 98038 LUA12-085, SHPL-A Gerald C. Wasser, Associate Planner The applicant is requesting the approval of an Administrative Short Plat to subdivide an existing 1.09 acre property into 4 single-family residential lots and one tract for vehicular access, landscaping and pedestrian access. The proposed lots would range in size from approximately 8,616 sf to 10,348 sf. An existing single-family dwelling and two detached sheds would be removed to accommodate the proposed short plat. The site is zoned Residential -4 dwelling units per acre (R-4); the net density of the proposed project would be 4.25 du/net acre. Access would be via a private street from SE 2nd Place. There are no critical areas located on the site. Minimal grading is proposed. 210 Duvall Avenue SE 47,271 sf (1.09 ac) Project Location Mop Dewitt Short Plot DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Nome: Owner/ Applicant: Contact: File Number: Project Manager: Project Summary: u Project Location: Site Area: November 26, 2012 Dewitt 4-Lot Short Plat Mark & Tanya Dewitt, PO Box 59763, Renton, WA 98058 Phillip Kitzes, PK Enterprises, 23035 SE 263'd Street, Maple Valley, WA 98038 LUA12-085, SHPL-A Gerald C. Wasser, Associate Planner The applicant is requesting the approval of an Administrative Short Plat to subdivide an existing 1.09 acre property into 4 single-family residential lots and one tract for vehicular access, landscaping and pedestrian access. The proposed lots would range in size from approximately 8,616 sf to 10,348 sf. An existing single-family dwelling and two detached sheds would be removed to accommodate the proposed short plat. The site is zoned Residential -4 dwelling units per acre (R-4); the net density of the proposed project would be 4.25 du/net acre. Access would be via a private street from SE 2nd Place. There are no critical areas located on the site. Minimal grading is proposed. 210 Duvall Avenue SE 47,271 sf (1.09 ac) Project Location Map Dewitt Short Plat (ity of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAlZ-085, SHPL-A Report of November 26, 2012 Page 2 of 12 I 8. EXHIBITS: Exhibit 1: Administrative Short Plat & Decision containing applicant submittals, internal comments, notices, etc. (November 26, 2012) Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Zoning Map (Sheet F6, WY,) Short Plat Plan (SP-03; received October 3. 2012) Landscape Plan (LA-01; received October 3, 2012) Utility Plan (SP-04; received October 3, 2012) Tree Retention Plan (TR-01; received October 3, 2012) Aerial Photo Exhibit 8: City of Renton Property Services Memo from Bob Mac Onie (October 31, 2012) I C. GENERAL INFORMATION: 1. Owner(s) of Record: Mark & Tanya Dewitt, PO Box 59763, Renton, WA 98058 2. Zoning Classification: Residential-4 du/ac (R-4) 3. Comprehensive Plan Land Use Designation: Residential Low Density (RLD) 4. Existing Site Use: Single Family Residential 5. Neighborhood Characteristics: a. North: Single Family Residential (R-8 zone) b. East: Single Family Residential (R-4 zone) C. South: Single Family Residential (King County) d. West: Single Family Residential (R-8 zone) 6. Access: Via SE 2nd Place 7. Site Area: 47,271 sf (1.09 ac) I D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation Short Plat Report 12-085.doc Land Use File No. N/A N/A N/A Ordinance No. 4924 5488 5488 Date 11/01/2004 09/14/2009 09/14/2009 City of Renton Department of Community & Economic Development DEWITT 4-LDT SHORT PLAT Administrative Short Plat Report & Decision LUA12-085, SHPL-A Report of November 26, 2012 Page 3 of 12 I E. PUBLIC SERVICES: 1. Utilities a. Water: This site is located within City of Renton water service area. b. Sewer: This site is located in the City of Renton sanitary sewer service area. c. Surface/Storm Water: There are storm drainage facilities in SE 2nd Place and in Duvall Avenue SE. 2. Streets: Access would be via SE 2nd Place; street improvements along SE 2nd Place will be required. 3. Fire Protection: City of Renton Fire Department F. 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 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and 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 5. Chapter 9 Procedures and Review Criteria 6. Chapter 11 Definitions Short Plat Report 12-085.doc City of Renton Deportment of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: Administrative Short Plat Report & Decision LUA12-085, SHPL-A Page 4 of 12 1. Land Use Element 2. Community Design Element Residential Low Density Land Use Designation Established Residential Neighborhoods; Site Planning; Architecture; and, Landscaping I H. FINDINGS OF FACT: 1. The applicant is requesting a Preliminary Short Plat in order to subdivide a 47,271 square foot (1.09 acre) site into four single family lots. The net density would be 4.25 dwelling units/net acre (du/ac). 2. The subject site is located on the north side of SE 2nd Place and the east side of Duvall Avenue SE (Exhibits 2 and 7). 3. The property is in the Residential Low Density (RLD) Comprehensive Plan land use designation and the Residential -4 dwelling units per acre (R-4) zoning classification (Exhibit 2). 4. The site is currently developed with a single family house and two detached sheds which all are proposed for demolition. 5. The proposed subdivision would result in four lots ranging in lot size from 8,515 to 10,348 square feet (Exhibit 3). 5. The following table are proposed dimensions for Lots 1-4: As Proposed Lot Size Width Depth Lot1 10,348 sf 70feet 147feet Lotz 8,733sf 75feet 123 feet Lot 3 8,734sf 75feet 123feet Lot4 8,616 sf 70feet 123feet 7. Access to the Lots 1 and 4 would be provided via a new private street (a portion of Tract A) from SE 2nd Place. 8. Topographically, the site is relatively flat with a slight slope downward from northeast to southwest. 9. A tree inventory indicates a total of 19 trees on the project site, of which 3 trees would remain following development (Exhibit 6). The conceptual landscape plan submitted with the application includes the installation of seven street trees (Columnar Hornbeam) along the new private street and four street trees (Oregon Ash) along the eight-foot planting strip within the public right-of-way of SE 2nd Place. (Exhibit 4). Other proposed vegetation includes: Shrubby Cinquefoil, Blue Oat Grass, Crimson Spot Rockrose, Lavender Cotton, Red Twig Dogwood, Karl Foerster Feather Reed Grass, Snowberry, Red Flowering Currant, and Kinnikinnick. 10. A drainage plan and drainage report has been submitted with the short plat application. The report addresses compliance with 2009 King County Surface Water Manual and City of Renton Short Plat Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA12-0BS, SHPL-A . Report of November 26, 2012 Page 5 of 12 Amendments to the KCSWM, Chapters 1 and 2. The conceptual storm drainage plan addressed how the roof runoff from the new lots would be handled. 11. There are no critical areas located on site. 12. Except when located on lands covered by water or containing critical areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800{6)(a). 13. 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 has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. I 1. CONCLUSIONS: SHORT PLAT REVIEW CRITERIA: 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies if all conditions of approval are complied with: Policy LU-151. Base development densities should range from 1 home per 10 acre to l home per acre on Residential Low Density (RLD) designated fond with significant environmental constraints, including but not limited to: steep slopes, erosion hazard, ,I' floodplains, ond wetlands or where the area is in a designated Urban Separator. Density should be a maximum of 4-du/net acre on portions of the Residential Low Density land where these constraints are not extensive and urban densities are appropriate. Policy LU-157. Within the Residential 4 du/acre zoned area allow a maximum ,I' density of 4 units per net acre to encourage larger lot development and increase the supply of upper income housing consistent with the City's Housing Element. Objective CO-C. Promote reinvestment in and upgrade of existing residential ,I' neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, ,I' should be encouraged in order ta add variety, updated housing stock, ond new vitality to neighborhoods. Policy C0-13. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, ,I' and/or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such os 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 CLASSIFICATION: The subject site is classified Residential-4 du/ac (R-4) on the City of Renton Zoning Map. RMC 4-2- Short Plat Report 12-085.doc I City of Renton Department of Com, .. unity & Economic Development DEWITT 4-LOT SHORT PLAT Adt,.,nistrotive Short Plat Report & Decision LUA12-085, SHPL-A Report of November 26, 2012 Page 6 of 12 110A provides development standards for development within the R-4 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are complied with: ,/ ,/ N/A N/A Not Compliant Density: There is no minimum density in the R-4 zone; the maximum density is 4.0 dwelling units per net acre. Net density is calculated after the deductian of critical areas, areas intended far public right-af-way, and private access easements. Staff Comment: After subtracting approximately 6,288 square feet for the new private road, the net square footage would be 40,983 square feet (0.94 net acres). The four lot proposal would arrive at a net density of 4.25 dwelling units per acre (4 lots/0.94 acres = 4.25 du/ac). The definition of "net density'' in RMC 4-11-040 states, in part, that all fractions which result from net density calculations shall be truncated at two numbers past the decimal. Calculations for minimum or maximum density which result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than 0.50 shall be rounded down to the nearest whole number. Therefore, the proposed project net density would be rounded down to 4.0 du/net acre which complies with the density standard for the R-4 zone. Lot Dimensions: The minimum lot size permitted in the R-4 zone is 8,000 square feet. A minimum lot width of 70 feet for interior lots and 80 feet for corner lots, as well as a minimum lat depth af 80 feet; Insofar as practical, side lot lines shall be at right angles ta street lines or radial ta curved street lines. Staff Comment: As demonstrated in the table above, all lots meet the requirements for minimum lot size, depth, and width. Setbacks: The required setbacks in the R-4 zone are as follows: front yard is 30 feet for the primary structure; interior side yard is 5 feet; side yard along a street is 15 feet for the primary structure; and the rear yard is 25 feet. Staff Comment: The proposed lots appear to contain adequate area to provide all the required setback areas for new residences provided that all existing structures are removed. Therefore, staff recommends as a condition of short plat approval that all existing structures be removed prior to short plat recording. Compliance with building setback requirements would be reviewed at the time of building permit review. Building Standards: Maximum building height is 30 feet for primary structures. Maximum height for detached accessory structures is 15 feet. The allowed building lot coverage for lots greater than 5,000 SF in size in the R-4 zone is 35 percent or 2,500 SF, whichever is greater. The allowed impervious surface coverage is 55 percent. Staff Comment: The building standards for the proposed lots would be verified at the time of building permit review. Landscaping: Two ornamental trees are required within the front yard setback area of each of the four lots. Staff Comment: As proposed, the conceptual landscape plan does not comply with the ornamental tree requirement. Therefore, at the time of building permit application, the builder of the future houses must indicate on the site plan, the location, size, and species of the ornamental trees as required pursuant to RMC 4-4- Short Plot Report 12-085.doc City of Renton Department of Com,.,unity & Economic Development DEWITT 4-LOT SHORT PLAT Ad,,,,nistrative Short Plot Report & Decision LUA1Z-08S, SHPL-A Report of November 26, 2012 Page 7 of 12 070F.3. The conceptual landscape plan indicates that four Oregon Ash trees would be planted in the planting strip along SE 2"d Place. The City's Urban Forester has stated that this number of trees should be reduced to two Oregon Ash trees spaced SO feet-on-center. Therefore, staff recommends as a condition of short plat approval that a final landscape plan be submitted which indicates that two Oregon Ash trees would be planted in the planting strip along SE znd Place. Parking: Each unit is required to accammodate off street parking for a minimum of two vehicles. N/A Staff Comment: Sufficient area appears to exist on each lot to accommodate off street parking for a minimum of two vehicles. Sufficient off street parking will be verified at the time of building permit review. 3. DESIGN STANDARDS: RMC 4-2-115 provides residential and open space standards for development within the R-4 zoning classification. The proposal is consistent with the following design standards if all conditions of approval are complied with: Lot Configuration: One of the Following is required: Lot width variation of 10 feet minimum of one per four abutting street fronting lots, or N/A Minimum of four lot sizes (minimum of 400 gross square feet size difference}, or A front yard setback variation of at least five feet minimum for at least every four abutting street fronting lots. Staff Comment: The front yard setback variation will be verified at the time of building permit review. 4. COMMUNITY ASSETS: The proposal is consistent with the following community asset requirements: ,/ Tree Retention: RMC 4-4-130 required thirty percent of the trees shall be retained in a residential development. 5. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for the subdivisions. The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: ./ Access: Each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the street standards. N/A Blocks: Blocks shall be deep enough to allow two tiers of lots. Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Staff Comment: Street improvements including curb, gutter, five-foot sidewalk, and eight-foot planter strip adjacent to the curb are required to be installed along the full frontage of SE z"d Place as indicated in Exhibit 4. The proposed roadway plan Partially appears to comply with the street standards except that the proposed private Compliant street/hammerhead turnaround is shown as having a 25-foot typical section where 26-feet is required (Exhibit 3). In addition, as a result of development of the proposed project, the total number of average vehicle trips per day would increase. The current Transportation Mitigation Impact Fee is $75.00 per average daily trip. Therefore, staff recommends as a condition of short plat approval that the applicant Short Plat Report 12-085.doc City of Renton Department of Com,.,unity & Economic Development DEWITT 4-LOT SHORT PLAT Adr, .. nistrative Short Plot Report & Decision LUAl2-085, SHPL-A Report of November 26, 2012 Page 8 of 12 submit a revised site plan which clearly indicates a 26-foot typical section for the internal private street/hammerhead turnaround. The proposed short plat is also anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition requiring the applicant to pay an appropriate Transportation Impact Fee. Currently this fee is assessed at $75.00 per net new average daily trip attributed to the project. However, an adjustment to the Transportation Impact Fees will take place on January 1, 2013. Therefore the fee, as determined by the Renton Municipal Code at the time of payment, shall be payable to the City as specified by the Renton Municipal Code. The site plan (Exhibit 3) indicates a "privacy gate" near the entrance of the private access road. Code requirements do not allow such private gates to be installed. Therefore staff recommends as a condition of approval that the applicant submit a revised site plan which indicates that the "privacy gate" has been deleted. 6. AVAILABILITY AND IMPACT ON PUBLC SERVICES: Police and Fire: Sufficient resources exist to furnish services to the proposed development; subject to the condition that the applicant provides Code required improvements and fees. Therefore, staff recommends a condition requiring the ., applicant to pay the appropriate Fire Impact Fee. Currently this fee is assessed at $488.00 per each single family lot. However, an adjustment to the Fire Impact Fee will take place on January 1, 2013. Therefore, the fee shall be payable to the City as specified by the Renton Municipal Code. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. A School ., Impact Fee, based on new single-family lots, will be required in order to mitigate the proposal's potential impacts to Renton School District. The fee is payable to the City as specified by the Renton Municipal Code. Currently the fee is assessed at $6,392.00 per each new single-family dwelling. ., Storm Water: An adequate drainage system shall be provided for the proper drainage of all surface water . ., Water and Sanitary Sewer: Water and sanitary sewer service would be provided by the City of Renton utilities. I J. DECISION: The Dewitt 4-lot Short Plat, File No. LUAlZ-085, SHPL-A, is approved and is subject to the following conditions: 1. The applicant shall obtain a demolition permit and have all required inspections completed for the removal of the existing residence and accessory structures prior to the recording of the short plat. Short Plot Report 12·085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 Adm,, .. ,trative Short Plat Report & Decision LUAl2-0BS, SHPL-A Page 9 of 12 2. The applicant shall submit a final landscape plan which indicates that two Oregon Ash trees will be planted in the planting strip along SE 2"d Place. The final landscape plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 3. The applicant shall submit a revised site plan depicting a minimum 26-foot wide typical section for the internal private street/hammerhead turnaround. The revised site plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 4. The applicant shall pay the appropriate Transportation Impact Fee. The fee shall be payable to the City as specified by the Renton Municipal Code. 5. The applicant shall submit a revised site plan which indicates that the "privacy gate" has been deleted. The revised site plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 6. The applicant shall pay the appropriate Fire Impact Fee. The fee shall be payable to the City as specified by the Renton Municipal Code. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: C.E. "Chip" Vincent, Administrator Department of Community & Economic Development TRANSMITTED this 26'h day of November, 2012 to the Contact/ Applicant/Owner(s): Contact: Phillip Kitzes PK Enterprises 23035 SE 263'd Street Maple Valley, WA 98038 Applicant/Owner: Mark & Tanya Dewitt POBax59763 Renton, WA 98058 TRANSMITTED this 26'h day of November, 2012 to the Party(ies) of Record: Ke Liu 204 Duvall Avenue SE Renton, WA 98059 Short Plat Report 12-085. doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PIA T Report of November 26, 2012 TRANSMITTED this 26'h day of November, 2012 to the following: Neil Watts, Development Services Director Larry Meckling, Building Official Kayren Kittrick, Development Services Jan Conklin, Development Services Carrie Olson, Development Services Jennifer Henning, Current Planning Fire Marshal Renton Reporter Adm,,,,strative Short Plat Report & Decision LUAlZ-085, SHPL-A Page 10 of 12 L. 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 land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on December 10, 2012. An appeal of the decision(s) must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680}. Renton Municipal Code Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (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. Short Plat Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 PLANNING Adm,nistrative Short Plat Report & Decision LUA12-085, 5/:IPL-A Page 11 of 12 1. RMC 4-4-030.C.2.restricts hauling to the hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. RMC 4-2-030C.3.b limits construction activities to the hours between 7:00 am and 8:00 pm, Monday through Friday. Work hours on Saturdays are restricted to the hours between 9:00 am and 8:00 pm. No work is permitted on Sundays. 3. The applicant will be required to comply with protection measures for retained trees as set forth in RMC 4-4-130H.8 during construction. WATER 1. This development may either (Option A) connect and install a 12-inch water main to the existing water main in Duvall Avenue SE, extend it to the south to SE 2nd Place, then extend it in SE 2nd Place across the full frontage ofthe development. The project shall also extend an eight-inch water main in the internal road to the most northern point in that internal road; or the development may (Option B) connect and install a 12-inch water main from Duvall Avenue SE through the east/west portion of Tract A, extend a 12-inch water main to the south to SE 2nd Place and then extend a 12-inch water main in SE 2nd Place across the full frontage of the development. 2. The preliminary fire flow for a single-family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basement). 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 fire hydrants if the fire flow is 1,500 gpm. Lateral spacing of fire hydrants is based on their location at street intersections. 3. Water System Development Charges (SDC) are based on the size of water meters. Such fees are collected at the time of construction permit issuance and prior to short plat recording. SANITARY SEWER 1. Sanitary sewer must be provided in the new lots with individual sanitary sewer service pipes. The conceptual utilities plan shows how the site is proposed to be served and is subject to review and approval with the construction permit. 2. Sanitary Sewer SDC fees are based on the size of the domestic water meters. These fees are collected at the time a construction permit is issued and prior to the recording of the short plat SURFACE WATER 1. The project is required to comply with the City of Renton Amendments to the 2009 King County Surface Water Design Manual. A conceptual drainage plan, stamped by a P.E., was submitted with the formal application. 2. The conceptual storm drainage plan addressed how the roof runoff from the new lots will be handled. 3. The Surface Water SDC fees are $1,012 per lot. These fees are collected at the time a construction permit is issued. TRANSPORTATION/STREETS 1. Street improvements including curb, gutter, five-foot sidewalk, eight-foot planter strip adjacent to the curb will be required to be installed across the full frontage of SE 2"d Place. The project shall be required to meet the City of Renton standard design of four inches of asphalt (minimum two lifts) over six inches of crushed rock. 2. Installation of a minimum 26-foot pavement section on the private road is required. 3. The private road/hammerhead shall meet all requirements of the Fire Marshal. 4. The proposed private gate is not approved. r;;hnrt Pint RPnnrt 1 J~nR'i rlnr City of Renton Department of Com,,,unity & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 Adr, .. nistrative Short Plot Report & Decision LUA12·085, SHPL-A Page 12 of 12 5. All lot corners at intersections of dedicated public rights-of-way shall have a minimum radius of 15 feet. The conceptual; utility plan proposes to dedicate 25 feet which is more than is required by Code. 6. Street lighting is not required. 7. All new electrical, phone, and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. GENERAL COMMENTS 1. All required utility, drainage, and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed civil engineer. 2. All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Networks. 3. Permit applications must include an itemized cost estimate for these improvements. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. PROPERTY SERVICES COMMENTS 1. See Exhibit 8. PARKS DIVISION COMMENTS 1. Reduce the number of trees along SE 2"d Place from four Oregon Ash trees to two Oregon Ash trees at 50 feet-on-center spacing. CONSTRUCTION 1. Follow recommendations contained in the Report of Geotechnical Investigation, Proposed 4-Lot Plat, prepared by S & EE, Inc. on June 12, 2012. Short Plat Report 12·085.doc , RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON 1055 SOUTH GRADY WAY RENTON WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: f.cJg~ l)J\~U,.v Grantee: City of Renton Legal Description: .zva± Yi ~ ~ SN V4: G:' Tf:\6: $£ YA- (P $ 1'1w V4-,tJ sercr,aJ 1'5" ~tt,p t?;> >J~ l?f»,te ?eASr, UJ · M ·, {U f?tJJ4 U\)N:f:tt, WA'zHf,v(tDJ Additional Legal(s)on: ______________________ _ Assessor's Tax Parcel ID#: -li..-5~V£}5"----L"'--'L-~~'-----'~""l---------------- INCONSIDERATION of the approved City of Renton(check one of the following) CJ residential building permit. CJ commercial building permit, CJ clearing and grading permit, CJ subdivision permit, or (short subdivision permit for Application File No. LUNSWP 11--~S: relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants(covenant) with City or Renton, a political subdivision of the state of Washington, that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs I through 8 below with regard to the Property. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: I. Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall retain, uphold, and protect the stormwater management devices, features, pathways, limits, and restrictions, known as flow control best management practices ("BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit A. 2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit 8. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the engineer option is chosen, the Owners shall provide written notice to the City of Ren!on within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the engineer on' behalf of-the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without further notice. 4. If the City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work ( Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verities completion of the Work. Aller the deadline has passed, the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. lfthe work is not completed properly within the time frame set by the City, the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation ofRMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance, the Owners are hereby required to obtain written approval from the City or Renton before performing any alterations or modifications to the BMPs. 6. Any notice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party, or after three (3) days from the date that the notice or approval is mailed with delivery confirmation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the etlicient and effective management of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest and assigns. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this __ day of ________ _, 20 . GRANTOR, owner of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: -------------------'tome known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this __ day of ________ _, 20 Printed name Notary Public in and for the State of Washington, residing at My appointment expires---------- .._...__._._._ --";~·.\fff! ,!. '~t.T ?) ::.:":\ ?:...i.7 ,: la.i::C:CLX'. i!!I: ~ ' ;H1, C ll,! ' c i::u 0. ' .. ,u, I u J"!i /I I iS! ;11 I i ' EXlflBIT B MAINTENANCE INSTRUCTI01'"S FOR A RAL'< GARDE.'11 Your prope,ty contains a stormwater management flow control BMP (best management practice) called a ·rain garden," which was installed to mitigate the stormwate, quantity and quality impacts of soma or all of the impervious or non-native pervious surfaces on your property. Rain gardens. also known as "bioretenticn, • are vegetated closed depressions or ponds that retain and filter stonnwater from an area of impervious surface or no,,..native pervtous surface. The soil in the rain garden has been enhanced to encourage and support vigorous plant growth that serves to filter the water and sustain infiltration capacity. Depending on soi conditions, rain gard-may have water in them throughout the wet season and may overflow during major stonn events. The sia. placemen~ and design of the rain glllden •• depided by the flow control BMP stte plan and dasign details must be maintained and may not be changed INithout written approval eilher from the King County Water and Land Resources Division or through a future da..iopment pa,mtt from King County. Plant materials may be changed to sutt tastes, but chemical fertilizers and pesticides must not be used. Mulch may be added and additional compost should be worf<ed Into the son over time. Rain gardens must be inspected annually for physical defects. After. major storm events, the system should be checked to SH that th• overflow system is working properly. JI erosion channels or bare spots are evident; they should be stabilized with soH, plant material, mulch, or landscape rock. A supplemental watering program may be needed the first year to ensure the long•term survival of the rain garden's vegetation. Vegetation should be maintained a• fcUows: 1) replace 111 dead vegetation as soon as possible; 2) remove faUen leaves and debris as needed; 3) remove all noxious vegetation when discovered; 4) manually wffd without herbicid" or pesticides; 5) during drought conditions, use mulch to prevent excess solar damage and water loss. MAINTENA..'iC[ INSTRUCTIO'.',S FOR FULL 11'TIL TRA TION Your property contains• stormwater managenltlnt flew control BMP (best management prldice) called "full infdtratlon," which was installed to mitigate the stormwater quantity and quality impads of some or all of the impervious surfacH on you, property. FuU infdtration is a method of soaking runoff from impervious area (such as paved areas and roofs) Into the grcund. If properly installed and maintained, full infiltration can menage runoff so that• majority of pracipitation events are absorbed. Infiltration devicu, such as gravel fdled uenches, drywalls; and ground surface depressions, facilltate this process by putting runoff in direct contact with the soil and holding Iha runoff Ieng enough to soak most of it into the ground. To be successful, the soil condition around the infiltration device must be reliably able to soak water into the ground for• reasonabla number of years. The lnflltratlon devices used on your property include the following as indieatad on the flow control BMP site plan: ll gravel fined tranches, 0 dryweBs. • ground surface depressions. The size. placamant. and composition of these devicH as depicted by the flew control BMP stte plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resourc11 Division or through a future development permij from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any phywl defects. Maintenanca and operation of the 1y1tem 1hould focus on ensuring the system's viab~ity by preventing sedimenHadan ffows from entering the device. Excastive sedimentation will rasutt in 1 plugged or non-functioning facility. If the infiltration device has I catch basin, sediment accumulation must be removed on a yeariy basis or more frequently if noc.ssary. Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged, H must be replaeed. Keeping the areas that drain to infiltration devices weH swept and dean will enhance the longevity of these devices. For roofs, frequent deaning of guitars wil reduce sediment le-to these devices. 20140805-000237 .006 MAILBOX REQUIREMENTS NOTICE FOR ALL NEW PLATS AND SHORT PLATS City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 The Post Office wants lo be involved in helping you locate your mailboxes before construction begins. Please call 1-800-275-87n for the location of the Post Office lhat will service your plat. Then, take a copy of your plat map along with this form to the specffled Post Office for their sign-off. Please submit the signed form along with your application. Propertylocation: 2.10 DIIY4LL Av[ Se Owner's Name: Ool.JC>b H We?Mes Phone Number: {lfzs)-~0-3<-(tz Land Use Application Number:.-=:-------=---- Post Office Approval:_,,~~Date: c1 -2-1-~ < ~ / u . ! H:\Forms\Ptanning\mattbox..doc -1 -08/07 Lot Closure Report -Lot : ACCESS TRACT file-C: \Users\Eric Jorgenson\Desktop\Site\2014\ 14288 KRRV Duval CS\_ Survey\DWG\SP\8-7-2014\SPI 4288- DEWITT.msj\lc _ ACCESS TRACT.txt Friday, August 8, 2014, 2:08:09p.m. Starting location (North, East)= ( 178383.93, 1313428.52) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End Northing End Easting -- I Line S88°29'1 O"E 50.62 No 2 Curve N43°55'35"W 35.08 No ARC= 38.89, RAD= 25.00, DELTA= 89°07'10" BC TO RAD= NOi 0 30'50"E RAD TO EC= N89°22'00"W SUBTRACT ARC AREA= 173.61 -- 178382.59 178407.86 3 Line N00°38'0l"E 104.01 No 178511.86 4 Curve N45°38'01 "E 35.36 No 178536.58 ARC= 39.27, RAD= 25.00, DELTA= 90°00'00" BC TO RAD= S89°21'59"E RAD TO EC= N00°38'0 I" E SUBTRACT ARC AREA= 178.37 -- 5 Line S89°2 l '59"E 8.50 No 6 Line N00°38'0l"E 20.00 No 7 Line N89°21'59"W 8.50 No 8 Curve N44°21'59"W 35.36 No ARC= 39.27, RAD= 25.00, DELTA= 90°00'00" BC TO RAD= N00°38'01 "E RAD TO EC= N89°2l '59"W SUBTRACT ARC AREA= 178.37 -- 9 Line N00°38'01 "E 40.54 No 10 Line N88°29'0l"W 26.00 No 11 Line S00°38'0l"W 239.17 No 178536.49 178556.49 178556.58 178581.86 178622.39 178623.08 178383.93 Ending location (North, East)= ( 178383.93, 1313428.52) Total Distance : 614.77 Total Traverse Stations : 12 1313479.12 1313454.78 1313455.93 1313481.21 1313489.71 1313489.93 1313481.43 1313456.71 1313457.16 1313431.17 1313428.52 Misclosure Direction : N80°51 '57"W (from ending location to starting location) Misclosure Distance : 0.00 ErrorofClosure : 1:510792.7 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 7285.313 sq. ft. (straight segment added to close traverse) = 0.16 7248 Acres *********** '"T'"• '"'"'''" ,,--,.,...,T""',-,,-,.-.,,...,-,. . .,._.,..-.-, ,,n,,,,,...r.,,n,n,-,-,,,. Lot Closure Report -Lot : DRAINAGE TRACT file-C: \Users\Eric Jorgenson\Desktop\Site\2014\14288 KRR V Duval CS\_ Survcy\DWG\SP\8-7-2014\SP 14288- DEWITT.msj\lc _ DRAINAGE TRACT.txt Friday, August 8, 2014, 2:02:1 lp.m. Starting location (North, East)= ( 178399.15, 1313576.86) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting Line N88°29'01 "W 121.57 No 178402.37 2 Curve S50°15'41 "E 30.94 No 178382.59 ARC= 33.36, RAD= 25.00, DELTA= 76°26'58" BC TO RAD= N77°57'48"E RAD TO EC= SOI 0 30'50"W ADD ARC AREA= 113.17 -- 3 Line S88°29'1 O"E 4 Line N00°31 '29"E 97.59 No 19.14 No 178380.01 178399.15 Ending location (North, East)= ( 178399.15, 1313576.85) Total Distance : 271.66 Total Traverse Stations : 5 1313455.33 1313479.12 1313576.68 1313576.85 Misclosure Direction : S88°10'57"E (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1 :42904.6 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 2210.408 sq. ft. (straight segment added to close traverse) = 0.050744 Acres *********** Lot Closure Report -Lot : ENTIRE PARCEL file-C:\Users\Eric Jorgcnson\Desktop\Site\2014\14288 KRRV Duval CS\_ Survey\DWGISP\8-7-2014\SP14288- DEWITT.msjllc _ENTIRE PARCEL.txt Friday, August 8, 2014, 1 :49:13p.m. Starting location (North, East)= ( 178689.18, 1313579.52) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End Easting ------------------------------------------ I Line N88°25'56"W 147.63 No 178693.22 1313431.94 2 Line S00°38'01 "W 72.01 No 178621.21 1313431.14 3 Line N88°25'56"W 100.01 No 178623.95 1313331.17 4 Line S00°38'01 "W 15.37 No 178608.58 1313331.00 5 Line S88°29'1 O"E I 00.01 No 178605.94 1313430.98 6 Line S00°38'01 "W 222.03 No 178383.92 1313428.52 7 Line S88°29' 1 O"E 148.22 No 178380.00 1313576.69 8 Line N00°3 I '29"E 309.18 No 178689.17 1313579.52 Ending location (North, East)= ( 178689.17, 1313579.52) Total Distance : 1114.46 Total Traverse Stations : 9 Misclosure Direction : N41 °12'14"W (from ending location to starting location) Misclosure Distance : 0.0 I Error of Closure : I: 123250.4 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 47272.604 sq. ft. (straight segment added to close traverse) = 1.085230 Acres *********** Lot Closure Report -Lot : LOT I file-C:\Users\Eric Jorgcnson\Desktop\Site\2014\14288 KRRV Duval CS\_ Survey\DWG\SP\8-7-2014\SPl 4288- DEWITT.msj\lc _ LOT l.txt Friday, August 8, 2014, l:51:15p.m. Starting location (North, East)= ( 178689.18, 1313579.52 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End Easting ------------------------------------------ I Line N88°25'56"W 147.63 No 178693.22 1313431.94 2 Line S00°38'01 "W 70.14 No 178623.08 1313431.17 3 Line S88°29'01 "E 147.76 No 178619.17 1313578.87 4 Line N00°3 l '29"E 70.01 No 178689.18 1313579.51 Ending location(North, East)= ( 178689.18, 1313579.51) Total Distance : 435.54 Total Traverse Stations : 5 Misclosure Direction : S74°05'58"E (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : I :434129.5 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 10348.208 sq. ft. (straight segment added to close traverse) = 0.237562 Acres *********** Lot Closure Report -Lot : LOT 2 file-C:\Users\Eric Jorgenson\Desktop\Site\2014114288 KRRV Duval CS\_ Survey\DWGISP\8-7-2014\SP14288- DEWITT.msjllc_LOT 2.txt Friday, August 8, 2014, I :55:35p.m. Starting location (North, East)= ( 178619.17, 1313578.87) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting 1 Line N88°29'0 l "W 121. 76 No 178622.39 2 Line S00°38'01 "W 40.54 No 178581.86 3 Curve S44°21'59"E 35.36 No 178556.58 ARC= 39.27, RAD= 25.00, DEL TA= 90°00'00" BC TO RAD= S89°2l'59"E RAD TO EC= S00°38'0l"W ADD ARC AREA = 178.37 -- 4 Line S89°21 '59"E 5 Line S00°38'01 "W 6 Line S88°29'01 "E 7 Line N00°31'29"E 8.50 No 9.99 No 88.40 No 75.01 No 178556.49 178546.50 178544.16 1786 I 9.17 Ending location (North, East)= ( 178619.17, 1313578.88) Total Distance ; 383.47 Total Traverse Stations : 8 I 313457.16 1313456.71 1313481.43 1313489.93 1313489.82 1313578.19 1313578.88 Misclosure Direction : NI 2°12'25"W (from ending location to starting location) Misclosure Distance : 0.0 I Error of Closure : I :60639.3 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 8677.904 sq. ft. (straight segment added to close traverse) = 0.199217 Acres *********** Lot Closure Report -Lot : LOT 3 file-C: \Users\Eric Jorgcnson\Desktop\Site\2014114288 KRRV Duval CS\_ Survey\DWGISP\8-7-2014\SP 14288- DEWITT.msj\lc _ LOT 3.txt Friday, August 8, 2014, l:58:36p.m. Starting location (North, East) = ( 178544.17, 1313578.19 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_Northing End_Easting I Line N88°29'01 "W 88.40 No 178546.50 2 Line S00°38'01 "W I 0.01 No 178536.49 3 Line N89°2 l '59"W 8.50 No 178536.59 4 Curve S45°38'01 "W 35.36 No 178511.87 ARC= 39.27, RAD= 25.00, DEL TA= 90°00'00" BC TO RAD= S00°38'01 "W RAD TO EC= N89°21'59"W ADD ARC AREA= 178.37 -- 5 Line S00°38'01 "W 6 Line S88°29'0 l "E 7 Line N00°3 l '29"E 39.48 No 122.04 75.01 No No 178472.39 178469.16 178544.17 Ending location (North, East)= ( 178544.17, 1313578.18) Total Distance : 382.71 Total Traverse Stations : 8 1313489.82 1313489.71 1313481.21 1313455.93 1313455.50 1313577.49 1313578.18 Misclosure Direction : S75°47'30"E (from ending location to starting location) Misclosure Distance : 0.0 l Error of Closure : I :56823.5 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 8669 .215 sq. ft. ( straight segment added to close traverse) = 0.199018 Acres *********** ..,. Lot Closure Report -Lot : LOT 4 file-C: \Users\Eric Jorgcnson\Dcsktop\Sitc\2014114288 KRRV Duval CS\_ Survey\DWGISP\8-7-2014\SPl 4288- DEWITT .msj\lc _ LOT 4.txt Friday, August 8, 2014, 2:00:28p.m. Starting location (North, East)= ( 178469.16, 1313577.50) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End_ Easting 1 Line N88°29'01"W 122.04 No 178472.39 2 Line S00°38'01 "W 64.53 No 178407.86 3 Curve S05°42'05"E 5.52 No 178402.37 ARC= 5.53, RAD= 25.00, DELTA= 12°40'12" BC TO RAD= S89°21'59"E RAD TO EC= S77°57'49"W ADD ARC AREA = 0.56 -- 4 Line S88°29'01 "E 121.57 No 5 Line N00°31'29"E 70.01 No 178399.15 178469.16 Ending location (North, East)= ( 178469.16, 1313577.51) Total Distance : 383.68 Total Traverse Stations : 6 1313455.50 1313454.79 1313455.34 1313576.87 1313577.51 Misclosure Direction : S57°44'02"W (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : I :55870.3 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 8546.231 sq. ft. (straight segment added to close traverse) = 0.196194 Acres *********** I I I DENSITY WORKSHEET City of Renton Development Services Division 1 055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1 . Gross area of property: 1 . 41 1 Z, 7 't-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 2from line 1 tor net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: ~...----,-~,_ square feet -Z:t£ square feet .--square feet 2. "11 Wfe square feet 3. =?". ~ BC, square feet J 4. 6 · f'),.. acres 5. --~--units/lots 6. Divide line 5 by line 4 tor net density: 6. 4.,4-= dwelling units/acre *Critical Areas are defined as "Areas determined by the City tp!cf !oput vjl.bcrfl!g:>s!!!!! !!ef w rpqn f ouboe!x i jdi !bsf !t vclf dLJi.p!Li f !Djl£A !Dsjl.jdbrt8sf bt !Sf hvrbl.jpot !!!!!!!! !!jod111ejoh !vi sz!i jhi !rboet rjef !bsf bt -!qsplf dlf e!t rpqf t -!x f uboet !ps!gppex bzt /El!! !!Dsjl.jdbrlbsf bt !cvgf st !bsf !opuef evdlf eCJ yd111ef e/! ! ++!Brrflzt !)qvcljdlps!qsjwilf*!ep!opui bvl !l.f)!cf !fyd111ef e/! r · R:\PW\DEVSERV\Forms\Planning\density.doc Last updated: 11,1)8/2004 I DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST . REPORT DATE: Project Name: Owner/Applicant: Contact: File Number: Project Manager: Project Summary: Project Location: Site Area: --------------------------- November 26, 2012 Dewitt 4-Lot Short Plat Mark & Tanya Dewitt, PO Box 59763, Renton, WA 98058 Phillip Kitzes, PK Enterprises, 23035 SE 263rd Street, Maple Valley, WA 98038 LUA12-085, SHPL-A Gerald C. Wasser, Associate Planner The applicant is requesting the approval of an Administrative Short Plat to subdivide an existing 1.09 acre property into 4 single-family residential lots and one tract for vehicular access, landscaping and pedestrian access. The proposed lots would range in size from approximately 8,616 sf to 10,348 sf. An existing single-family dwelling and two detached sheds would be removed to accommodate the proposed short plat. The site is zoned Residential -4 dwelling units per acre (R-4); the net density of the proposed project would be 4.25 du/net acre. Access would be via a private street from SE 2nd Place. There are no critical areas located on the site. Minimal grading is proposed. 210 Duvall Avenue SE 47,271 sf (1.09 ac) Project Location Map Dewitt Short Plot City of Renton Deparlment of Community & Economic Development DEWITT 4-LOT SHORT PIA T Administrative Short Plat Report & Decision LUA12--085, SHPL-A Report of November 26, 2012 Page 2 of 12 I 8. EXHIBITS: Exhibit 1: Administrative Short Plat & Decision containing applicant submittals, internal comments, notices, etc. (November 26, 2012) Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Zoning Map (Sheet F6, W ~) Short Plat Plan (SP-03; received October 3. 2012) Landscape Plan (LA-01; received October 3, 2012) Utility Plan (SP-04; received October 3, 2012) Tree Retention Plan (TR-01; received October 3, 2012) Aerial Photo Exhibit 8: City of Renton Property Services Memo from Bob Mac Onie (October 31, 2012) I C. GENERAL INFORMATION: 1. Owner(s) of Record: Mark & Tanya Dewitt, PO Box 59763, Renton, WA 98058 2. Zoning Classification: Residential-4 du/ac (R-4} 3. Comprehensive Plan Land Use Designation: Residential Low Density (RLD} 4. Existing Site Use: Single Family Residential 5. Neighborhood Characteristics: a. North: Single Family Residential (R-8 zone} b. East: Single Family Residential (R-4 zone} c. South: Single Family Residential (King County) d. West: Single Family Residential (R-8 zone) 6. Access: Via SE 2"d Place 7. Site Area: 47,271 sf (1.09 ac) I D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation Short Plot Report 12-085.doc Land Use File No. N/A N/A N/A Ordinance No. 4924 5488 5488 Date 11/01/2004 09/14/2009 09/14/2009 City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PIA T Report of November 26, 2012 I E-PUBLIC SERVICES: 1-Utilities Administrative Short Plat Report & Deci5ion WA12-D85, S';'!~ Page 3 of 12 a. Water: This site is located within City of Renton water service area. b. Sewer: This site is located in the City of Renton sanitary sewer service area. c. Surface/Storm Water: There are storm drainage facilities in SE 2"d Place and in Duvall Avenue SE. 2. Streets: Access would be via SE 2"d Place; street improvements along SE 2"d Place will be required. 3. Fire Protection: City of Renton Fire Department F. 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 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and 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 5. Chapter 9 Procedures and Review Criteria 6. Chapter 11 Definitions Short Plot Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAlZ-085, SHPL-A Report of November 26, 2012 Page 4 of 12 G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Community Design Element I H. FINDINGS OF FACT: Residential Low Density land Use Designation Established Residential Neighborhoods; Site Planning; Architecture; and, Landscaping 1. The applicant is requesting a Preliminary Short Plat in order to subdivide a 47,271 square foot (1.09 acre) site into four single family lots. The net density would be 4.25 dwelling units/net acre (du/ac). 2. The subject site is located on the north side of SE 2"d Place and the east side of Duvall Avenue SE (Exhibits 2 and 7). 3. The property is in the Residential Low Density (RLD) Comprehensive Plan land use designation and the Residential -4 dwelling units per acre (R-4) zoning classification (Exhibit 2). 4. The site is currently developed with a single family house and two detached sheds which all are proposed for demolition. 5. The proposed subdivision would result in four lots ranging in lot size from 8,616 to 10,348 square feet (Exhibit 3). 6. The following table are proposed dimensions for Lots 1-4: - AsProeosed Lot Size Width Deeth Lot 1 10,348 sf 70feet 147feet ~-·- Lot2 8,733 sf 75feet 123feet Lot3 8,734 sf 75feet 123feet Lot4 8,616 sf 70feet 123feet 7. Access to the Lots 1 and 4 would be provided via a new private street (a portion of Tract A) from SE 2"d Place. 8. Topographically, the site is relatively flat with a slight slope downward from northeast to southwest. 9. A tree inventory indicates a total of 19 trees on the project site, of which 3 trees would remain following development (Exhibit 6). The conceptual landscape plan submitted with the application includes the installation of seven street trees (Columnar Hornbeam) along the new· private street and four street trees (Oregon Ash) along the eight-foot planting strip within the public right-of-way of SE z"d Place. (Exhibit 4). Other proposed vegetation includes: Shrubby Cinquefoil, Blue Oat Grass, Crimson Spot Rockrose, Lavender Cotton, Red Twig Dogwood, Karl Foerster Feather Reed Grass, Snowberry, Red Flowering Currant, and Kinnikinnick. 10. A drainage plan and drainage report has been submitted with the short plat application. The report addresses compliance with 2009 King County Surface Water Manual and City of Renton Short Plat Report 12-085.doc I City of Renton Department of Community & Economic Development DEWITT 4-lOT SHORT PLAT Administrative Shari Plat Report & Decision LUA12-08S, SHPL-A Report of November 26, 2012 Page 5 of 12 Amendments to the KCSWM, Chapters 1 and 2. The conceptual storm drainage plan addressed how the roof runoff from the new lots would be handled. 11. There are no critical areas located on site. 12. Except when located on lands covered by water or containing critical areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800{6){a). 13. 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 has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. I. CONCLUSIONS: SHORT PLAT REVIEW CRITERIA: L CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies if all conditions of approval are complied with: Policy LU-151. Bose development densities should range from 1 home per 10 ocre to 1 home per acre on Residential Low Density (RLD} designated land with significant environmental constraints, including but not limited to: steep slopes, erosion hazard, ., floodploins, and wetlands or where the area is in a designated Urban Separator. Density should be a maximum of 4-du/net acre on portions of the Residential Low Density land where these constraints are not extensive and urban densities are appropriate. Pa/icy LU-1S7. Within the Residential 4 du/acre zoned area allow o maximum ., density of 4 units per net acre to encourage larger lot development and increase the ..___ supply of upper income housing consistent with the City's Housing Element. Objective CD-C. Promote reinvestment in and upgrade of existing residential ., neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. Policy CD-12. Infill development, defined os new short plats of nine or fewer lots, ., should be encouraged in order to add variety, updated housing stock, ond new vitality to neighborhoods. -·------ Policy CD-13. 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 drow 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 CLASSIFICATION: The subject site is classified Residential-4 du/ac (R-4) on the City of Renton Zoning Map. RMC 4-2- Short Plat Report 12-085.doc I City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plat Report & Decision LUA12-08S, SHPL-A _ Report of November 26, 2012 Page6 of 12 110A provides development standards for development within the R-4 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are ~plied wit_h:;_: ________________________________ 1 Density: There is no minimum density in the R-4 zone; the maximum density is 4.0 dwelling units per net acre. Net density is calculated after the deduction of critical areas, areas intended for public right-af-way, and private access easements. N/A Staff Comment: After subtracting approximately 6,288 square feet for the new private road, the net square footage would be 40,983 square feet (0.94 net acres). The four lot proposal would arrive at a net density of 4.2S dwelling units per acre (4 lots/0.94 acres "' 4.25 du/ac). The definition of "net density" in RMC 4-11-040 states, in part, that all fractions which result from net density calculations shall be truncated at two numbers past the decimal. Calculations for minimum or maximum density which result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than O.SO shall be rounded down to the nearest whole number_ Therefore, the proposed project net density would be rounded down to 4.0 du/net acre which complies with the density standard for the R-4 zone. Lot Dimensions: The minimum lot size permitted in the R-4 zone is 8,000 square feet. A minimum lot width af 70 feet for interior Jots and 80 feet for corner lots, as well as a minimum lot depth of 80 feet; Insofar as practical, side lot lines shall be at right angles to street lines or radio/ to curved street lines. Staff Comment: As demonstrated in the table above, all lots meet the requirements for minimum lot size, depth, and width. Setbacks: The required setbacks in the R-4 zone are os follows: front yard is 30 feet for the primory structure; interior side yard is 5 feet; side yard along o street is 15 feet for the primary structure; and the rear yard is 25 feet. Staff Comment: The proposed lots appear to contain adequate area to provide all the required setback areas for new residences provided that all existing structures are removed. Therefore, staff recommends as a condition of short plat approval that all existing structures be removed prior to short plat recording. Compliance with building setback requirements would be reviewed at the time of building permit review. I---------Jf---'--''--'--'-=-------------------------------------1 Building Standards: Maximum building height is 30 feet for primary structures. Maximum height for detached occessory structures is 15 feet. The allowed building lot coverage for lots greater than 5,000 SF in size in the R-4 zone is 35 percent or N/ A 2,500 SF, whichever is greater. The allowed impervious surface coverage is 55 percent. Staff Comment: The building standards for the proposed lots would be verified at the time of building permit review. Landscaping: Two ornamental trees are required within the front yard setback orea of eoch of the four lots. Not Staff Comment: As proposed, the conceptual landscape plan does not comply with Compliant the ornamental tree requirement. Therefore, at the time of building permit application, the builder of the future houses must indicate on the site plan, the location, size, and species of the ornamental trees as required pursuant to RMC 4-4- Short Plot Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plat Report & Decision LUAll-085, SHPL-A Report of November 26, 2012 Page 7 of 12 070F.3. The conceptual landscape plan indicates that four Oregon Ash trees would be planted in the planting strip along SE 2"d Place. The City's Urban Forester has stated that this number of trees should be reduced to two Oregon Ash trees spaced SO feet-on-center. Therefore, staff recommends as a condition of short plat approval that a final landscape plan be submitted which indicates that two Oregon Ash trees would be planted in the planting strip along SE znd Place. Parking: Each unit is required to accommodate off street parking for a minimum of two vehicles. N/A Staff Comment: Sufficient area appears to exist on each lot to accommodate off street parking for a minimum of two vehicles. Sufficient off street· parking will be verified at the time of building permit review. 3. DESIGN STANDARDS: RMC 4-2-115 provides residential and open space standards for development within the R-4 zoning classification. The proposal is consistent with the following design standards if all conditions of approval are complied with: Lot Configuration: One of the Following is required: Lot width variation of 10 feet minimum of one per four abutting street fronting lots, or N/A Minimum of four lot sizes (minimum of 400 gross square feet size difference), or A front yard setback variation of at least five feet minimum for at least every four abutting street fronting lots. Staff Comment: The front yard setback variation will be verified at the time of building permit review. 4. COMMUNITY ASSETS: The proposal is consistent with the following community asset requirements: ~ Tree Retention: RMC 4-4-130 required thirty percent of the trees shall be retained in a residential development. 5. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for the subdivisions. The proposal is consistent with the following subdivision regulations if all conditions of approval are complied with: ~ Access: Each lot must have access to a public street ar road. Access may be by private access easement street per the requirements of the street standards. N/A Blocks: Blocks shall be deep enough to allow two tiers of lots. Streets: The proposed street system shall extend and create connections between existing streets per the Street Standards outlined in RMC 4-6-060 Street Standards. Staff Comment: Street improvements including curb, gutter, five-foot sidewalk, and eight-foot planter strip adjacent to the curb are required to be installed along the full frontage of SE 2nd Place as indicated in Exhibit 4. The proposed roadway plan Partially appears to comply with the street standards except that the proposed private Compliant street/hammerhead turnaround is shown as having a 25-foot typical section where 26-feet is required (Exhibit 3). In addition, as a result of development of the proposed project, the total number of average vehicle trips per day would increase. The current Transportation Mitigation Impact Fee is $75.00 per average daily trip. Therefore, staff recommends as a condition of short plat approval that the applicant Short Plat Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Administrative Short Plot Report & Decision LUA12-085, SHPL-A Report of November 26, 2012 Page 8 of 12 submit a revised site plan which clearly indicates a 26-foot typical section for the internal private street/hammerhead turnaround. The proposed short plat is also anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition requiring the applicant to pay an appropriate Transportation Impact Fee. Currently this fee is assessed at $75.00 per net new average daily trip attributed to the project. However, an adjustment to the Transportation Impact Fees will take place on January 1, 2013. Therefore the fee, as determined by the Renton Municipal Code at the time of payment, shall be payable to the City as specified by the Renton Municipal Code. The site plan (Exhibit 3) indicates a "privacy gate" near the entrance of the private access road. Code requirements do not allow such private gates to be installed. Therefore staff recommends as a condition of approval that the applicant submit a revised site plan which indicates that the "privacy gate" has been deleted. 6. AVAILABILITY AND IMPACT ON PUBLC SERVICES: Police and Fire: Sufficient resources exist to furnish services to the proposed development; subject to the condition that the applicant provides Code required improvements and fees. Therefore, staff recommen_ds a condition requiring the ,t' applicant to pay the appropriate Fire Impact Fee. Currently this fee is assessed at $488.00 per each single family lot. However, an adjustment to the Fire Impact Fee will take place on January 1, 2013. Therefore, the fee shall be payable to the City as I--specified by the Renton Municipal Code. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools: Maplewood Heights Elementary, McKnight Middle School and Hazen High School. A School ,t' Impact Fee, based on new single-family lots, will be required in order to mitigate the proposal's potential impacts to Renton School District. The fee is payable to the City as specified by the Renton Municipal Code. Currently the fee is assessed at $6,392.00 per each new single-family dwelling. ,I' Storm Water: An adequate drainage system shall be provided for the proper drainage of all surface water. ,I' Water and Sanitary Sewer: Water and sanitary sewer service would be provided by the City of Renton utilities. I J, DECISION: The Dewitt 4-lot Short Plat, File No. LUA12-085, SHPL-A, is approved and is subject to the following conditions: 1. The applicant shall obtain a demolition permit and have all required inspections completed for the removal of the existing residence and accessory structures prior to the recording of the short plat. Short Plat Report 12-085.doc Oty of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 Administrative Short Plat Report & Decision WA12-08S, SHPL-A Page 9 of 12 2. The applicant shall submit a final landscape plan which indicates that two Oregon Ash trees will be planted in the planting strip along SE z"d Place. The final landscape plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 3. The applicant shall submit a revised site plan depicting a minimum 26-foot wide typical section for the internal private street/hammerhead turnaround. The revised site plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 4. The applicant shall pay the appropriate Transportation Impact Fee. The fee shall be payable to the City as specified by the Renton Municipal Code. 5. The applicant shall submit a revised site plan which indicates that the "privacy gate" has been deleted. The revised site plan shall be submitted to the Planning Division project manager for review and approval prior to short plat recording. 6. The applicant shall pay the appropriate Fire Impact Fee. The fee shall be payable to the City as specified by the Renton Municipal Code. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: C.E. "Chip" Vincent, Administrator Date Department of Community & Economic Development TRANSMITTED this 26'h day of November, 2012 to the Contoct/Applicant/Owner(s): Contact: Phillip Kitzes PK Enterprises 23035 SE 263'• Street Maple Valley, WA 98038 Applicant/Owner: Mark & Tanya Dewitt POBox59763 Renton, WA 98058 TRANSMITTED this 2rf1' day of November, 2012 to the Porty(ies) of Record: Ke Liu 204 Duvall Avenue SE Renton, WA 98059 Short Plat Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 TRANSMITTED this 26th day of November, 2012 to the following: Neil Watts, Development Services Director Larry Meckling, Building Official Kayren Kittrick, Development Services Jan Conklin, Development Services Carrie Olson, Development Services Jennifer Henning, Current Planning Fire Marshal Renton Reporter Administrative Short Plat Report & Decision WA12-085, SHPL-A Page 10 of 12 L. 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 land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on December 10, 2012. An appeal of the decision(s) must be filed within the 14-day appeal period {RCW 43.21.C.075{3); WAC 197-11-680). Renton Municipal Code Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (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 fond use actions. Short Plat Report 12-085.doc City of Renton Department of Community & Economic Development DEWITT 4-LOT SHORT PLAT Report of November 26, 2012 'PLANNING Administrative Short Plat Report & Decision LUA12-085, SHPL-A Page 11 of 12 1. RMC 4-4-030.C.2.restricts hauling to the hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. RMC 4-2-030C.3.b limits construction activities to the hours between 7:00 am and 8:00 pm, Monday through Friday. Work hours on Saturdays are restricted to the hours between 9:00 am and 8:00 pm. No work is permitted on Sundays. 3. The applicant will be required to comply with protection measures for retained trees as set forth in RMC 4-4-130H.8 during construction. WATER 1. This development may either (Option A) connect and install a 12-inch water main to the existing water main in Duvall Avenue SE, extend it to the south to SE 2"d Place, then extend it in SE 2"d Place across the full frontage of the development. The project shall also extend an eight-inch water main in the internal road to the most northern point in that internal road; or the development may (Option B) connect and install a 12-inch water main from Duvall Avenue SE through the east/west portion of Tract A, extend a 12-inch water main to the south to SE znd Place and then extend a 12-inch water main in SE z"d Place across the full frontage of the development. 2. The preliminary fire flow for a single-family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basement). 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 fire hydrants if the fire flow is 1,500 gpm. Lateral spacing of fire hydrants is based on their location at street intersections. 3. Water System Development Charges (SOC) are based on the size of water meters. Such fees are collected at the time of construction permit issuance and prior to short plat recording. SANITARY SEWER 1. Sanitary sewer must be provided in the new lots with individual sanitary sewer service pipes. The conceptual utilities plan shows how the site is proposed to be served and is subject to review and approval with the construction permit. 2. Sanitary Sewer SOC fees are based on the size of the domestic water meters. These fees are collected at the time a construction permit is issued and prior to the recording of the short plat SURFACE WATER 1. The project is required to comply with the City of Renton Amendments to the 2009 King County Surface Water Design Manual. A conceptual drainage plan, stamped by a P.E., was submitted with the formal application. 2. The conceptual storm drainage plan addressed how the roof runoff from the new lots will be handled. 3. The Surface Water SDC fees are $1,012 per lot. These fees are collected at the time a construction permit is issued. TRANSPORTATION/STREETS 1. Street improvements including curb, gutter, five-foot sidewalk, eight-foot planter strip adjacent to the curb will be required to be installed across the full frontage of SE 2nd Place. The project shall be required to meet the City of Renton standard design of four inches of asphalt (minimum two lifts) over six inches of crushed rock. 2. Installation of a minimum 26-foot pavement section on the private road is required. 3. The private road/hammerhead shall meet all requirements of the Fire Marshal. 4. The proposed private gate_ i_sn_o_tap~~pr_o_v_e_d_. --------------------~ Short Plot Report 12-085.doc City of Renton Department of Community & Economic Development DEW/IT 4-LOT SHORT PLAT Report of November 26, 2012 Administrative Short Plat Report & Decision LUAU-085, SHPL-A Page 12 of 12 5. All lot corners at intersections of dedicated public rights-of-way shall have a minimum radius of 15 feet. The conceptual; utility plan proposes to dedicate 25 feet which is more than is required by Code. 6. Street lighting is not required. 7. All new electrical, phone, and cable services and lines must be undergrounded. The construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording the plat. GENERAL COMMENTS 1. All required utility, drainage, and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed civil engineer. 2. All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Networks. 3. Permit applications must include an itemized cost estimate for these improvements. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. PROPERTY SERVICES COMMENTS 1. See Exhibit 8. PARKS DIVISION COMMENTS 1. Reduce the number of trees along SE 2"' Place from four Oregon Ash trees to two Oregon Ash trees at 50 feet-on-center spacing. CONSTRUCTION 1. Follow recommendations contained in the Report of Geotechnical Investigation, Proposed 4-Lot Plat, prepared by S & EE, Inc. on June 12, 2012. Short Plat Report 12-085.doc !::! .... iaa1 iaa1 ~ z "' N '"' IQ ... ~ '-,·EA • i ; ··------R--18--i -----,----, - .---·· ----'--· RMH ' R-8 ' ~-" ------- RMH RC Z.ONlNG MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/"9 '"'-~.--... ........... E-......... "'"'"""'oool·-... ....... --.. o1d..----,• ......... 1ora.r,..,._"""' E6 -IO T23N RSE W 1/2 CA CA ~~--,------- \ \_,/ R-8 1:4,800 l l EXHIBIT 2 !. J_i_',-·- ' =·--j ' --R-4 -----·----:·::/ ! ~~ F6 15 T23N RSE W 1/2 5315 w "' w " II'. i "' N (j w If) EXHIBIT 3. 1 'vld J.;>JOHS ),)JVN1rnl3?:Jd "";f-;J.?t'..,?,/.,'='/~'1' . -1-- I' ~ i : I' u ! ii ~ ' ! f ' I I ~ ! E 1 J ' 1, ; 1. ' ~· Ii u ! ~ I n[ 1 " z• a e i ' ~9 I, i 9 fl 9 ~ i I' f f • ~ il tf a g ... ~ ' i I: .. ~. ! 1 / ' 1, l ;\. __ .1' . ----------------/ -.. r -' e C D 'iii :~ 0 O; C C C OJ ii I « i§ = ~ u 0 I I I I I I I I I I . I ' '· /:. ' , EXHIBIT 4 ff ~---~--·-r1 j 1' _, ', • = -....;,-<",--a- _l_ v··1n l~OHS 101 V lllMJG -i---1----------------- d l 'i ld HiOHS ).cJ'i;'Nltlll3~d C: 0 -C: (l) a: ,.,_ 0 L~ 6 ·u5 s i:5 Cl) C: C C CJ t3 tI: l ' l l • ' © /l1]j] ,,c; ~ --,,,., = /U'Ji ~ ~ , _ _, C) /l1]j] ,or !.-~; / EXHIBIT 5 I I . 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Dale layers that appear on this map may or may not be accurate, curr&nt, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION Legend Jurisdiction Boundaries ~~J o,-., CJ City of Renton D Parcels Overlay Districts 0 Au1o Mail A 0 Auto Mea a D EmploymenlAraa Va:le~ -~ Ci!y CenlM Sig, Reg\Jlallan Area ~J tzl Urban Deslg.1 Dls!r!ct A [J Urban OesJgn o;s,nct B iil Urban Design District C El Urban Design DJSlfici D I! Wetlands Notes None 0 1: 2,475 ~ :c 1-1 m ~ """ City of Retrf Ofl @)'· Finance & IT Division DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM October 31, 2012 Jerry Wasser BobMacOni~ Dewitt Short Plat; LUA-12-085-SHPL Form and Legal Description Format EXHIBITS I have reviewed the above referenced preliminary short plat submittal and have the following comments: Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-12-085- SHPL and LND-20-0574, 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. 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. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. h:\file sys\lnd -land subdivision & surveying recordsllnd-20 -short plais\0574(dewitt short pfot)\rvl21031.doc Addressee Name Page 2 of3 Date of Memo Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct influence on the subdivision. Note~ easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. Because the subject property falls within Zone 1 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. The City of ·Renton Administrator. Department of Community and Economic Development. is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing.· All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. 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. 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. 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: h:\file sys\lnd -land subdivision & surveying recordsllnd-20 -short plais\0574(dewitt short plat)\:vl2103 I.doc Addressee Name Page 3 of3 Date of Memo 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 easement 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 private ingress, egress and utility easements require a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. 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I COO<: smcwuc 1 '._ .-'" ..---~/-Jr'iao·~ "...._~-CDllfW:!ED DEPTH \_~~ Cu\SiSD-TCOflC 1 ,1, 'I• 'f T 'I' 'I' ·1· 'I' 'I' 'I' i~~ ~i ~i ~~ ~i ~~ ~~ ::?':j ~!~ ~ -·-2.~· ._ \ "'-2 ,1t· ~ ()(Pl'M \ CR\is>tm!AJ!tF.oo;cTOPCOUIISE \_e"ca.!'ACTIDOO'll+ Cll\.!Slll9'.lSUllf'M':IHC8'.SECOURSE ••M \_MO.Th'[ SOLS~ ltl Wll MOO SE 2nd PL FRONTAGE IMPROVEMENT = ·, , ·1 ·~ I '1 ' 't •j(·_ '· .\ . . ' • .°.'~,'.:\, -__ ' -':Y ..'.~_---,_ ' -~i-~ DflCH TI) I _, ~M-,; I .-'. I OIITF"IIU. ,, ' ' 1. ' ,,.,. '1 ,.,., ,.,. --~,\ ~~ ~ ~ '. -~·/;;;.-·:.' ~:= ;t, SE 2ND PL PROFILE =H0~1"-UI' IIERT-1"• ~· --LOT-4 r -·· 3" u_,~~ l''''"~lf · '~r¥:-:~4 _ h',, /~c,;c~'fc·,.c " ~... , " , u. .,.,_ IL ~ // -~ EAST ASPHALT RAMP -DETAIL 1"•10' )6, &\1\L,T 0, ., •. ,., .. NOTES: "'" ' ' \.111El'A\IEl,IIB<f~TJON°"'™E PIIUC STI!£rlS 9W.L BE l<S l'[ll =- R-368705 ki."'Jir '' ,_,, ... ..,~ -.'ii!!.!.!i. ALLEY, SIDEWALK & DRNEWAY ENLARGEMENT DETAIL _ __j-""'. -"E,·:~' ~ '~~''"If'.·:;:' I ='","'!"·. -~-II -.-. \ ~:,"' i,,,, I -••/-'-->:--... ~ ""-"··"' SE2n,, l,0 _~ ,1~,,moc _ _ , _ «:1.= .. -\e • • L ~ --=--~ ;_ -' ---~2: -~~~ ~7,; ;£;:::~,_ ;}"'~N:<l:~ -=---_-__ -:' -+---I'll, - ----,ec """ , '' ;,,en SE 2ND PL ROW IMPROVE ...... .,.,--Fdk Al";;_ -~er -·----,•.,o (0 ' ! I ~~u.c: <*>, ..., __ .., .. (:,a,)11,_ -·-~- """'-'-' ,·.,o· '"' -~ _,_ ljj=, I ---&--~ CITY OF RENTON -~-Dopl. ....... ..,., ____ _ NOTE: El<. '111.111!3NIEN'l'IIOl!MIT!:OILY CAI.L ·----·f'alllO!.E-EX.\lf'U11ESIIE1lllE __ _ OEM?T4J.fflf !s~Ol'f:r' fr"!..ffe.Y :i:iC :JU'#,'l.U .. f,'d":;. r...:wnM IP'.t.\llNG & OWl't"Gi;; CD /2 $~ )OS' ? j J I PJdl ! d " ~ ~ 11 I ::_ 0 d w I ., n N. W. 1 /4, SEC. 15 TWP. 23N., RGE. 5E., W.M. SCALE. 1--20· 'II '/'' 'I 11rn-,.,. Ji: / ;I ' F ,.,,. .'~ I' J }' ~,·· , , I -, ' ' :, l I I.,~ .. :, I ' ' ' ' -,~"t· I 1 :,a ~ , a ' ·-" LOT 1 0.:, .. !j .1 ,, ill! 1:~ : l I! ~1 1,/ -----.,..~~:-; - -~-·wr-4 :!\ ~.l.-<" --,-,~ '\~/"cc'S:,; -;·;· '!?, ·'-''"=-::""-.. . Jf ."'i':'.''---,,, E>,, • •• ~~-----eccc~---- )/_·, ":~~:~--~_: \~ck~c •-------L ------------- • ·,. r[~uccslD ..,...,.,,.""'., ... (>00) .. , ...... -·-~--11'1' I cim1- UTILTIY CROSSING TABLE CROSSII-IG •E CROWN ·c1 J8740 (12"5D) J856a (12"W) ~ • 386.45 (12"S0) J84.95 (12"W) ~ J87.57 (B"SD) J05.4-2 (12-W) U , J87.05 (6"5S) J85.55 (1 2"W) -C5 ·387_20 (6-SS) -Jt!S.70 (12"\I/) C6 JBB.42 (12"'11) J86.92--(6~sS) -,-,--, 388.02 (12-W) J86.52 (8"55) l__ca "-~ae ~5 ws~_Je1.12 (&"ss) S-368702 --------------- ,·-111· 1!::..;.,1 -,::; ~: ·•;!b. ::;, '""'-~"' ""'''" \ i ',,, --\>/1,--L-\ . ---~--RENTON !R CITY OF --- / / ._ ... ;t,15 ,.,_, ""'~ ~-I_ /;: ._ ... ,...~f.(r ""'~ ,,......., " f'4i: M;,, . ,_ r,/µtfw'f ._ ... ,,,.r..,,w -~ NOTE: EX. Ull.lTll NI£ APPROlClllili: OII..Y CIII..L. ·-·-11,M!!--&PC!IHOLE-tx UTUl8 ---. UIE\l'lfffT 4 ILC'ii' S!-'ilOOT PUT iiOllU'!ti.!.!.AVC. ;]Wl,'1/\'IIMIGi COJt COM~f~ u·111_-1"\f t~L/11111 c_O· s ... ~'='~/oz_ ' ' • ALTA Commitment (6/17/06) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and Band to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 (206) 770-8700 stewart title guaranty company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form 1s restricted to AL TA lrcensees and AL TA members 1n good standing as afthe date of use All other uses are prohibited Reprinted under license from the Amencan Land Trtle Assoc1at1on File No. 01148-35462 004-UN ALTA Commitment (6/17/06) ,~~ Matt Morris President and CEO ~ AMlF;I( A'\ J .O,'>/[I I! J 11 Secretary CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arlJitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arlJitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arlJitration rules at< htfp:llwww.alta.org/>. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to AL TA licensees and AL TA members 1n good standing as of the date of use All other uses are proh1b1ted. Reprinted under license from the American Land Title Association. File No. 01148-35462 004-UN ALTA Commitment (6/17/06) AMU:ICA" lA"'l' I 11 LI stewart title Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Phone: (206) 770-8700 Order Number: 01148-35462 Title Officer: Chris Rollins Title Officer: Mike Wilson Phone: (206) 770-8715 Phone: (253) 882-2031 Email: chris.rollins@stewart.com Email: mike.wilson@stewart.com Title Officer: Georgia Hallett Customer Reference: Phone: (425) 317-7319 Endure Investments/ TBD Email: georgia.hallett@stewart.com SCHEDULE A 1. Effective Date: August 28, 2014 at 8:00 AM 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S POLICY, (02/03/10) Amount: To Be Determined (Underwriting fee -11 %) Premium: Tax: GENERAL SCHEDULE RATE Total: Proposed Insured: To be determined ( X) ALTA EXTENDED LOAN POLICY (6/17/06) Amount: To Be Determined (Underwriting fee -11 %) Premium: Tax: SIMULTANEOUS ISSUE RATE Total: Proposed Insured: To be determined 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to said estate or interest in said land is at the effective date hereof vested in: Endure Investments LLC a Washington Limited Liability Company 5. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATIACHED HERETO EXHIBIT "A" LEGAL DESCRIPTION The South Half of the Southeast Quarter of the Southeast Quarter of the Northwest Quarter in Section 15, Township 23 North, Range 5 east, WM., in King County, Washington. Except the North 72 feet of the West 120 feet. Also except the North 222 feet of the South 242 feet of the West 120 feet. Also except the East 383 feet. Also except the county road. COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described (i), (ii) & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. C. Extended coverage exceptions as follows: (1) Rights or claims of parties in possession not shown by the public records. (2) Easements, claims of easement or encumbrances which are not shown by the public records. (3) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. (4) Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished imposed by law and not shown by the public records. D. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. F. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the United States Government, or riparian rights, if any. SPECIAL EXCEPTIONS FOLLOW COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL EXCEPTIONS 1. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1.78% and the levy code is 2105. 2. General taxes: Year: Amount Billed: Amount Paid: Amount Due: First half delinquent May 1; Second half delinquent November 1: 2014 $2,937.70 $1,468.85 Tax Account No.: $1,468.85, plus interest and penalty if delinquent 152305-9021-07 Levy Code: 2105 Land: $155,000.00 Improvements: $49,000.00 Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 3. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 4. Deed of Trust and the terms and conditions thereof: Granter: Endure Investments, LLC, a Washington Limited Liability Company Trustee: Reconvyence Professional Inc. Beneficiary: Flex Funding Group, LLC., a Washington Limited Liability Company Amount: $312,000.00 Dated: May 19, 2014 Recorded: May 21, 2014 Recording No. 20140521000838 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 5. Evidence of the authority of the individual(s) to execute the forthcoming document(s) for Endure Investments, a Washington limited liability company, copies of the current operating agreement should be submitted prior to closing 6. A copy of the Endure Investments Limited Liability Company Operating Agreement, and any amendments thereto, must be submitted, together with a showing that the Certificate of Formation has been filed with the Secretary of State as required by statute. 7. Owner's policy coverage to be verified through written instructions or a complete copy of the purchase and sale agreement should be submitted. 8. The application identifies the land by a street address only. The Company does not insure that the description in this commitment covers the land that you requested. To prevent errors and to be certain that the proper land will appear on the documents and on the Policy of title insurance, the Company requires for its review a satisfactory legal description of the correct land provided and approval of the description signed by the parties to the transaction. At that time, the Company may make additional requirements or exceptions. 9. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 10. Facility Charges for the City of Renton and the terms and conditions thereof Recorded: June 21, 1996 and November 5, 2009 Recording No.: 9606210966 and 20091105000541 11. Exceptions and Reservations as contained in instrument: From: Northern Pacific Railroad Company Recording No.: 192422 NOTE: No examination has been made to determine the present record owner of the above rights to determine which may affect the lands or rights so reserved. 12. Terms and conditions of survey recorded August 26, 1998 under Recording Number 9808269009. 13. Declaration of Covenant for Maintenance and Inspection and the terms and conditions thereof: Recorded: August 5, 2014 Recording No.: 20140805000237 END OF SPECIAL EXCEPTIONS COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be complied with: Item (a) Item (bl Note: Format: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 Y," by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. Information which must appear on the first page: Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. Abbreviated legal description (lot, block, plat name or section, township, range and quarter quarter section for unplatted). Assessor's tax parcel number(s). Return address which may appear in the upper left hand 3" top margin. NOTES: COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II NOTE A: In order to assure timely recording all recording packages should be sent to: Stewart Title Company 18000 International Blvd, Suite 500, SeaTac, WA 98188 Attn: Recorder NOTE B: The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Pin SE-NW, Sec. 15, T23N, R5E NOTE C: It is our understanding that the proposed insured has requested a Homeowner's Policy of Title Insurance. This form of policy will be issued provided all the underwriting requirements for the Homeowner's Policy are satisfied and the necessary premiums are paid. Please be advised that extended coverage, which would delete paragraphs C, E and F from Schedule B Part I to this Commitment, is available in lieu of the Homeowner's Policy for an additional charge (additional underwriting requirements may also apply). Please note that while extended coverage is generally considered to provide more overall protection for the insured, the Homeowner's Policy does provide more protection than extended coverage in some areas. NOTE D: A fiat Recording Fee will be applied to all residential transactions with the exception of Cash Sales and Relocations. Fees are $110 if a Refinance and $180 if a Sale. Any excise tax charges are additional to these proposed fees (example: $10 for Quit Claim Deeds and Government Transfers). NOTE E: All matters regarding extended coverage have been cleared for the mortgagee's policy. Exceptions C, E and F shown in Schedule B herein will be omitted in said extended coverage mortgagee's policy. NOTE F: The records of King County and/or our inspection indicate that the address of the improvement located on said land is 210 Duvall Avenue Southeast, Renton, WA 98059. NOTE G: The Loan Policy to issue will contain an 8.1 (Environmental Protection Lien) Endorsement. NOTE H: In the event of cancellation, a cancellation charge may be made. NOTE I: The following deeds affecting the property herein described have been recorded within the last 24 months: Type of Document: Recorded: Recording No.: First Party: Second Party: JB Statutory Warranty Deed May 6, 2014 20140506001143 Mike DeWitt and Tanya DeWitt, husband and wife Endure Investments, LLC, a Washington Limited Liability Company END OF SCHEDULE B STG Privacy Notice Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its title affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business-to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information. Do we share Can you limit this sharing? For our everyday business purposes-to process your transactions and maintain your account. This may indude running the Yes No business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes-to offer our products and services to Yes No you. For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes-information about your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and Yes No non-financial companies. Our affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company For our affiliates' everyday business purposes-information No We don't share about your creditworthiness. For our affiliates to market to you -For your convenience, Yes Yes, send your first and last name, the Stewart has developed a means for you to opt out from its affiliates email address used in your transaction, your marketing even though such mechanism is not legally required. Stewart file number and the Stewart office location that is handling your transaction by email to optout@stewart.com or fax to 1-800-335-9591. For non-affiliates to market to you. Non-affiliates are companies No We don't share not related by common ownership or control. They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non-affiliates as permitted by law. If you request a transaction with a non-affiliate, such as a third party insurance company, we will disclose your personal information to that non-affiliate. [We do not control their subsequent use of infonnation, and suggest you refer to their privacy notices.] SHARING PRACTICES How often do the Stewart Title Companies notify me We must notify you about our sharing practices when you request a about their practices? transaction. How do the Stewart Title Companies protect my To protect your personal information from unauthorized access and use, we personal information? use security measures that comply with federal law. These measures include comouter, file, and buildina safeauards. How do the Stewart Title Companies collect my We collect your personal information, for example, when you personal information? • request insurance-related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other comoanies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. Contact us: If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No. 01148-35462 Page 1 Revised 11-19-2013 AFTER RECORDING MAIL TO: II l~l!ll~!l l~llll Ill ll~ll~lll ~!I II 1i II 20140506001143 Endure Investments, LLC 5603 SE 2nd Court Renton, WA 98059 FIRST AMERICRII UD 73.09 Ried for Record at Request of: Rrst Americ.in liUe Insurance Company PAGE-091 OF 002 05/06/2014 15:34 KING COUNTY, UA E2666391 05/06/2014 15:33 KING COUNTY, UA TAX $8,015.00 SALE $450,000.00 PAGE-801 OF 001 STATUTORY WARRANTY DEED File No: 4215-2222192 (TNW) Date: April 22, 2014 Grantor(s): Mark DeWitt and Tanya A. DeWitt Grantee(s): Endure Investments, LLC Abbreviated Legal: PTN SEC 15 TWP 23N RGE SE SE QTR SE QTR NW QTR, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s): 152305-9021-07 THE GRANTOR(S) Mark DeWitt and Tanya A, DeWitt, husband and wife for and in consideration of Ten Dollars and other Good and Valuable Consideration, in hand paid, conveys, and warrants to Endure Investments, LLC, a Washington limited liability company, the following described real estate, situated in the County of KING, State of Washington. LEGAL DESCRIPTION: Real property in the County of KING, State of Washington, described as follows: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23 NORTH, RANGE S EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET; AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120 FEET; AND EXCEPT THE EAST 383 FEET; AND EXCEPT COUNTY ROAD. Subject To: This conveyance is subject to covenants, conditions, restrictions and easements, if any, affecting title, which may appear in the public record, induding those shown on any recorded plat or survey. Page 1 of 2 LPB 10--05 " ..... APN: 152305-9021·07 Mark DeWitt ~~JLVtlJar: TanaA. STATE OF Washington COUNlY OF KING Statutory Warranty Deed -continued ) )·ss ) File No.: 4215-2222192 (TNW) I certify that I know or have satisfactory evidence that Marte DeWitt and Tanya A. DeWitt, is/are the person(s) who appeared before me, and said person(s) acknowledged that he/she/~ signed this Instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned In this Instrument. Dated: gis r'l, J..0/'f Notary Public in and for the State of Washington Residing at: Aubuc t'.) My appointment expires: /. -P.,'2 -1.J Page 2 of 2 LPB 10-05 • e Ii ~· ,. } $ !lljlllji,',6900\l llJ .ll..l!. THAT PORTION OF THE -~~-1/4, -~!-t/4, SECTION _!~ TOWNSHIP _ _?~-NORTH, RANGE _5_ EAST, W.M. ~•. ···+ .. . l . ru sr _J. ~ --.·.-1 ~ II I . -----,~;, 1-·.':'c;f&I'~"''{ » zo· I ,.....-p,l,l!CEl-~.~ ·. .-'.-. /· ..-:, ii>T 6 Ji.\\f. W!t,f,9' ~ .. ~ \n'-~" J -• ~)iJ?J·•.·.... i ... ·.·.<:.. '· ·: 10T 7,.:-' -.-'·. -:.-./ ':=, ~ I' I S >------~ : _. -.. : . '. I· f:\. 'l 1' ~ ,_" .. -~ •. ·" -. ,,J . ,·.·· ~ ~ ,, i· .· .... ~···· .· . . . .-I ., i "-.: · .,_. r,l'( .-__ :. . ~-*' _ ·.' ""ll 18 ~-_ 101 1, ··•· .• ,. .--" __ ,{I:) I -_·· I ~ I :C IO ·.·, ij . !J:l/• .,· ! i ~ N 0 1.~.1~.. '" .. -~ Lor·e-· ·-· -· "'. 1-?-/--I~ I· 1Q:):--,-~ ~-.., ,•' .Q., .· .-· () .· 1, --i -------," I 1 , 10 r ... ·Ii. 1 .·. : 2· '... "\ or• ,; 1' 1 _ ' j GRAPHIC SCALE .} I .: .. 1# Z.. .J' ........ ,· .• lt'.1/fc.fit~OI"; _,.:·r::r. j ..-:.·r,J(_-~ •'"" ._. ·· .. __ ~ FfNCf:COR.fT.,'J; Z:,' I V' )~ '~ O ·.'_-~C(;,tz~::f• . :1(}' J 20, .:·' .,,-· ·=-:·. NID 0.U' I IJT '-""· • ·/ =.,. r,,,,"' .,_1 .1 .• .• -.. -. --•. W,.· i'Y{• 1 ,.. I --~ ,,--':·IIO} y ,· • / ·. . SI t•ft_~-----·--·-···. ._--~ ..... -··· -._+-!:/~ .. 1¥1t"-~(".OFS«_::r-$0-3J,-,_ -N¥'!!_~6-J..:.."'' i "lr.1t·orw :ZflN' ti · ____ ::·--~-~~-~E f3§_'I;__H ST ____ ·-: .. ~ \11'°"-1''(1,0J,.,....""J \ (MSltar-...~-'t--0 LEGAL DESCRIPTION: IH'T POl!T10N QF TH£ 50l/rll t«J.F" ()I" THE ~11f:'.F~~1Zt ---- r:rzr c:P·nic~~ ,ffl';. '' - ""fliDlfflfl1UnIT'1"THi"!501ftH_ - ~ JZQ nrT ILSS r'llt: DST Jlf.! rt1!'r, ~ ILS5 COIJ!fl'I' lftMM. .4LSO Lt5'S Ca.IL ANO ~ /tfl'JH!'J. . , . . . ·--. . . ~st 'I,/~ 11-1 Ml$$ "'-J~-tJ-5: FOl.h/O 1,/(J/,/_ ;;,t' '' ~_. ..•... _ -\ (. '\._"""""'---:.;;;;-.------' "'""'"""'"' ,· .... =-··c-.. . ., .. r /-_ .. _,. \ _ ·... (T)jl,S .suMY,I ~w~~· ~ 0-f"OI.M!l,l()J,II.J/.ltl'{f I rowtJ v., CCfffltR @ CEIITEII Of" scrn,;w • SCT5,ll"flmoW,-CAP (.f J""7 CROSS REFERENCE: ~ IS w,/'J£ Tl) THE FOi.LOll/lNC SUMr$ ~ 5£1:Tl()N SUfffJMSIQI,{ "Iii} nt: ~MN, /l'tAT ()I" l(NIC/f 1."1/t; AS ~(!()1«1£D IN \Q. ~I O,P<,liTS, ~ 1J. Pt,,,T Of fX£'S f'!ACE, AS RCC()1'()D) 111 \'DI. ~ or P!A~ ~ 12. BASIS (IF -~IARING:S·: rljC"iwis-.er"BCMIIIGS ro,ri' 1hlS MAP IS 11/C SOLm-1 vNcormt~·~wscc. 1~--i'IIP.-· 2SN,1',.:,,E,W.ll.,/JWrltJG~il'fl'OZ°W.AS_-/ifKJ'lm. NOTES: · f!Cl.iJ ~ Rllr.-rns si./lMY ~ '9f1H A :r" ~OIi ~r.5" .19· /I0.11M,IO(T. ,r n,11-ASE ~ MO tfCt"1 OIi £XcaD ~ $TNftWIOS or ,,,.,,000. : . r;i,s~=~~~ .. ~ PVfll'Ol(7" ro SHOJI' AL ~ OIi f1€ST11/CTION5 OF '1f'CQJlt). , AM' :SURVEYOR'S CERTinC.ATE '/)NSJM~~Y~A SUIMY~SYl/l CR ~ J,Y n<im::DON. ii'/ ~8 'Nf1H T11t ~- MO<TS Of rHE: sultl£r" "ECOP{;IN() /!CT, AT rn£ "EMST OI" fllG>WKJ I.AM;. IN~-I- .Hlci":D. CRONES L.S.~7 a .,,.. ,tl:r;:. ~ s..:.-i•·96 lfCOOlt{) or SUIM"l', AS ~ 111 a< ... l"G. 2a. lf£(:(JW()OF$!.IIM'\', ,'$~!NIK."-'.. PG. 911. /ll£00/IIDS OF KING C()jJNIY_ ~. THAT PORTION OF THE _§~_ l/4. _B!_v4. SECTii~·-.-__ 15 TOWN~~-~ .. _-~3-NOR'Il!, RANGl: ___ J __ 'EA:rf W.M. 11 Dsle tMRQI IV,S LANG RICORDING CIR'l'!1'JCATI : .. :· _-:· lg ~~~= ed ~:,,;..., LOT SURVEY '."'~-'i'.:iii,-;,,~__,___,_ ·m CRONES & ASSOC.' 1 ,... g~:i.d c s:EcoRo or suRvEY ,=-;;,":,,£1.J.---:tw~ ffij LANI) suRvEroRs Filename_ /AN(iQMi Kl/'IC OOUNTY WASHING ~------UM/---U-~ -(~-:...-.... RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON I 055 SOUTH GRADY WAY RENTON WA 98057 11111111111111111 20140805000237 CITY OF RENTON CDV 77.88 PAGE-091 OF ee& 1111/8~/2014 DB:00 KING COUNTY , 11A DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: Endure 1'nve~} (f/(J1t5 . LLe I Grantee: City of Renton Legal Description: ________________________ _ S 1/2 Of SE 1/4 OF SE 1/4 OF NW 1/4 LESS N 72 FT Of W 120 FT · LESS N 222 FT OF 5 242 FT Of W I 20 FT LE55 E 383 FT LE55 CO RDS LE55 C • M R.GT5 Additional Legal(s) on:------------------------ Assessor's Tax Parcel ID#: _1_5_2_3_0_S_-S_0_2_1 _________________ _ INCONSIDERATION of the approved City of Renton(check one of the following) Iii residential building permit, D commercial building permit, D clearing and grading permit, D subdivision permit, or D short subdivision permit for Application File No. LUA/SWP B /4 0 0 3 7 (7 relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants(covenant) with City or Renton, a political subdivision of the state of Washington, that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through 8 below with regard to the Property. Grantor{s) hereby grants(grant), covenants(covenant}, and agrees(agree) as follows: 1. Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall retain, uphold, and protect the stonnwater management devices, features, pathways, limits, and restrictions, known as flow control best management practices ("BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit A. 2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit B. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. lfthe engineer option is chosen, the Owners shall provide written notice /o the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the engineer on behalfof the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without further notice. 4. lfthe City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work (Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has passed, the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. If the work is not completed properly within the time frame set by the City, the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance, the Owners are hereby required to obtain written approval from the City or Renton before performing any alterations or modifications to the BMPs. 6. Any notice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party, or after three (3) days from the date that the notice or approval is mailed with delivery confinnation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest and assigns . . 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of . 4i -I ,r Flow Control BMPs is executed this JL day of , J j,I. ~< , 2o_l!j_. GRANTOR, owner of the Property STA TE OF W ASH!NGTON ) COUNTY OF KING )ss. On this day personally appeared before me: fJ 1'Gher.fl Wo.1-l \JooJ briJje.. , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Gi~o """' m, ..... ~doffid"'""' ,rus llt ~l, , ,0 ~. CHRIS L. CHAU C 1 . L r, NOTARY PUBLIC ~hr,s . l,.hti,.V STATE OF WASHINGTON Printed name COMMISSION EXPIRES Notary Public in and for the State of Washington, AUGUST 9, 2017 residing at /OS~ ~ G-rJ,1 Wi, ae._~1 1,-;4 q~o~7 My appointment expires i / 1 / 17 IMPER.VIOU5 COVERAGE, Bl,IILDING COVERAGE, OWNER• LOT, I 0,349 SF LOT, I 0,349 SF ENDURf INVESTMENTS llC IMPER.VIOUS, 4,5Gll 5F COVERAGE, 2.314 SF CONTACT, MIi<.!: WOODBRIDGE COVERAGE, 44.13 % COVERAGE, 22.35% PHONE, (425) 793-5407 r Al/OMO, 55% ALLOWt:O, 35% OK 3, {;22 ~f PROJECT AODRfSS, '2,00 DUVALL AVE SE 95059 LOT I , DEWIT FOUR. LOT SHORT PLAT TAX ID #, 152305-9021 1 EXHJB:t:.~ A 7 =lf=GAl~Pl;5C~R.l~PI~IO=N· S 1/2 OF SE 0/4 OF SE 1/4 OF NW 1/4 ll:SS N 72 FT OF W 120 FT ll:SS N 222 FT Of S 242 FT Of W 120 FT LESS E 353 FT LESS CO I RDS LESS C • M RGTS , ' ' ' --' ' No. Dais _ I G" f'VC PIPE, l'T'f' --_ ----~ ~~ , lmDI DOr-,oGH I D.S. CONNECTED TO ~ ' ' { ---394 "o ~, ------------ 1 .. \-'-..±= --"-=...a=--a..:..a~ --,---MonsefDonogh "· I \ \ i I \\.'\ 1.i:,. \" \ I I I I \ \ I I I : I I ; · ----~ ,1 J: \ r OesignGroup,LLC ' I ' I I I I I 1 ,,00101, ..... , , · ' -----"?-=----........_ 1 ~ l eaulCmonafdaslgo com I , J., ,,_ \ ', ,I IJ I -·-"""'"""·"'m j-:· ' ~. "'1-'>I...._ / ' I I I: I \ I I j DR.IVEWAY . , -~ I ... -:.. I ,I , 1,, ,!,• PERMITSET I I ~"",>. ' . ' ' ! '" +,.. I, I, I \ 11 I I ,.,,'l,· ,,-' ' l'T'f'E1)~ ,.,.,1-1, 1\J -l- 1 CATCH, I 11 'I '\ I I . , ' (3) 42Lf 2' WIDE X 2' DEEP BASIN I. .Jj_D'il/i ,!, I o, TRfNCHES w1 nR.F PIPE / , J•I II I J I / -.._ CONNECTED TOGETtiER. w/ 1 ! , -'i 0 , ,. G" crEr _sroR.M D~1N PIPE ! I w 1' I u I f1 -i. 1 I · .,SMALL OVER.FLOW GR.ASS ~ · +. I b" WIDE X G" DEEP ' • SWALE TO PR!VATEj I '"~-_I_ -L )' -i., TRfNCH DAAl N DRAINAGE TRACT' ~ ~ V-X'7' I I DRAINAGE PLAN DP 14009 I CONNECTfDTOG'PVC _J · -/ ~ll'•l 4<!X;xl" I I -L_ ,~ ,· AAINGARDEN ff' -r ec·p, ~'·· ~--)-.:..,.:__ -)-~ ~ =+= '41::J~----"';:':~ l r ---->->-->-_ I --~---~. 19~ QEAN OUT 2014/06111 1" = 20'-0" EXHIBIT A EXHIBITB MAINTENANCE INSTRUCTIONS FOR A R.\IN GARDEN Your property contains a stormwater management flow control BMP (best management practice) called a "rain garden," which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious or non-native pervious surfaces on your property. Rain gardens. also known as "bioretention," are vegetated closed depressions or ponds that retain and filter slormwater from an area of impervious surface or non-native pervious surface. The soil in the rain garden has been enhanced to encourage and support vigorous plant growth that serves to filter the water end sustain infiltration capacity. Depending on soil conditions, rain gardens may have water in them throughout the wet season and may overflow during major storm events. The size. placement, and design of the rain garden as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a Mure development perm" from King County. Plant materials may be changed to su" tastes, but chemical fertilizers and pesticides must not be used. Mulch may be added and additional compost should be worked into the soil over time. Rain gardens must be inspected annually for physical defects. After. major storm events, the system should be checked to see that the overflow system is working properly. If erosion channels or bare spots are evident; they should be stabilized with soil, plant material, mulch, or landscape rock. A supplemental watering program may be needed the first year to ensure the long-term survival of the rain garden's vegetation. Vegetation should be maintained as follows: 1) replace all dead vegetation as soon as possible; 2) remove fallen leaves and debris as needed; 3) remove all noxious vegetation when discovered; 4) manually weed without herbicides or pesticides; 5) during drought cond"ions, use mulch to prevent excess solar damage and water loss. ;\L.\INT[i\"A.,",CE INSTRUCTIO:-;'S FOR FULL I1'TIL TRA TION Your property contains a stormwater management flow control BMP (best management practice) called "full infiltration." which was installed to mitigate the stormwater quantity and quality impacts of some or all of the impervious surfaces on your property. Full infiltration is a method of soaking runoff from impervious area (such as paved areas and roofs) into the ground. If properly installed and maintained, lull infiltration ean manage runoff so that a majority of precipitation events are absorbed. lnfi!trat!On devices, such as gravel filled trenches, drywalls, and ground surface depressions, facil~ate this process by putting runoff in direct contact with the soil and holding the runoff long enough to soak most of it into the ground. To be successful, the soil cond"ion around the infihration device must be reliably able to soak water into the ground for a reasonable number of years. The Infiltration devices used on your property include the following as indicated on the flow control BMF> site plan: II gravel filled trenches, a drywells, m ground surface depressions. The size, placement, and composition of these devices as depicted by the flow control BMP site plan and design details must be maintained and may not be changed without written approval either from the King County Water and Land Resources Division or through a future development permit from King County. Infiltration devices must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment-laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. If the infiltration device has a catch basin. sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. If the device becomes plugged, it must be replaced. Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. .i:::::uu;:n ·1 UOUUU04 I .u 1111111111111111 20091105000541 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 CITY OF RENTON ORO PACE-HI OF 11115 11/85/2809 Ill: 24 KINC COUNTY, WA 76.011 Please print or wpe information WASHINGTON STATE RECORDER'S Cover Sheet (Rew 65 04J . Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) I. Ordinance #5465 2. 3. 4. Reference Number(s) or Documents assigned or released: Additional reference #'son page_ of document Grantor(s) (Last name first name, initials) I. Ci~ of Renton ' 2. ' Additional names on page _ of document. Grantee(s) (Last name first, then first name and initials) I. ' 2. ' Additional names on page_ of document. Legal description (abbreviated: i.e. lot block, plat or section, township, range) These portions of Sections 13, 14, 15, 22, 23, & 24, all in Township 23 north. Range 5 East, W.M., and Sections 18 & 19, both in Township 23 North, Range 6 East, W.M., all in King County, Washington, more particularly described as follows ... Additional le~al is on page 3 of document. Assessor's Property Tax Parcel Account Number D Assessor Tax # not yet assigned 142305911901 and others The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexinR information provided herein. --- I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18.0 I 0. I understand that the recording processing requirements may cover up or otherwise obscure some pare of the text on the original document. _______________________ Signature of Requesting Party CITY OF RENTON, WASHINGTON ORDINANCE NO. 5465 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE FOR PROPERTIES ADJACENT TO AND/OR BENEFITTING FROM THE CENTRAL PLATEAU INTERCEPTOR PHASE II AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES. Tl IE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES ORDAIN AS FOLLOWS SECTION I. There is hereby created a Sanitary Sewer Sen·icc Special Assessment Distric1 t,ir 1hc area ser"cd by the Central Plateau Interceptor Phase II project in the northeasl 4uadran1 "f the City of Renton and within King County, which area is more particularly described in bhibit "A" attached hereto. A map of the service area is attached as Exhibit "B" The rccurding of' this document is to provide notification of potential connection and intc.:n:st chargL"~ \Vhile this connection charge may be paid at any time, the City does nol require payment until such time as the parcel is connected to and, thus, benefiting from the sewer facili1ies. J'he properly may be sold or in any other way change hands without triggering the requirement, by the ( 'ity, of payment of the charges associated with this district. SECTION II. Persons connecting lo the sanitary sewer facilities in this Special Assessment Districl, and which properties have not been charged or assessed with alJ costs of the Central Plateau Inlerceptor Phase II as detailed in this ordinance, shall pay, in addition to the paymelll of the connection permit fee and in addition to the system development charge, the following additional fees: CERTIFICATE I, the undersigned City Clerk of the City of Renton, Washington, certify "'uu:n ·1 uouuuo,q.·1.u that this is a true and correct copy of Ovhnan,, N1-;,'l,f. Subscribed and scaled this l'I day of A.,,.,s1, 2001.. &r,.,...+;· 1, wa,U.,r-; City Clerk A. B. ORDINANCE NO. 5465 Per Unit Area Charge. New cormections of residential dwelling units or equivalents shall pay a fee of $3 51. 95 per dwelling unit. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "A" and which boundary is shown on the map attached as Exhibit "B". Per Unit Frontage Charge. There is hereby created a sub-district within the Central Plateau Interceptor Phase II Special Assessment District consisting of properties fronting on the sewer. New connections of residential units or equivalents shall pay a fee of $5.810.34 per dwelling unit. The properties to be assessed for the per unit frontage charge arc described in Exhibit '·A" attached hereto. A map identifying the properties within the suli-district is attached as Exhibit "B". The properties located within this sub- district are subject to both charges (Area and Frontage). SECTION III. In addition to the aforestatcd charges, there shall be a charge of 5 .30% per annum added to the Special Assessment District charge. The interest charge shall accrue for no more than ten (I 0) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTION IV. (30) days atier publication. This ordinance is effective upon its passage, approval and thirty 2 Luu:::,·1 1uouuu:04·1.u ORDINANCE NO. 5465 PASSED BY THE CITY COUNCIL this _fil.h day of July ___ ,2009. Bonnie I. Walton. City Clerk APPROVED BY THE MAYOR this 6th day of __ J~u=l~Y~----' 2009. Denis Law, Mayor Approved as to form: pt:. .... \.O --~' ... Lawrence J. Warren, City Attorney Dale of Publication: 7/10/2009 (summary) ORD. I 553 :5/21 /09:scr 3 LEGAL DESCRIPTION: ORDINANCE NO. 5465 EXHIBIT A CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT AREA ASSESSMENT BOUNDARY -'UU::1 ·1 ·1 UOUUU04 ·1 .U Those portions of Sections 13, 14, 15, 22, 23 & 24, all in Township 23 North, Range 5 East, W.M., and Sections 18 and 19, both in Township 23 North, Range 6 East, W. M., all in King County, Washington, more particularly described as follows: Beginning at the intersection of the southerly right of way margin of SE 128'h St (NE 4<h Street) and the easterly line of the existing City of Renton Limits as annexed under Ordinance No. 5064, in the Northwest quarter of said Section 14; Thence easterly along said southerly right of way margin, crossing l 55'h Ave SE and I 56'h Ave SE, to the cast line of the Northwest quarter of said Section I 4; Thence continuing easterly along the courses of said southerly right of way margin, crossing 160'" Ave E and the west halfofl64'" Ave SE, to the section line common to said Sections 13 and 14; Thence continuing easterly along the courses of said southerly right of way, crossing the east half of 164111 Ave SE and I 69'" Ave SE, to an intersection with the east line of the West quarter of the Northeast quarter of the Northwest quarter of said Section I 3; Thence southerly along said east line and the Urban Growth Boundary (UBG) line, to an intersection with the north line of the Southea~t quarter of the Northeast quarter of said Section I 3; Thence easterly along said north line and said UBG line, to the west line of the East quarter of said subdivision; Thence southerly along said west line and said UBG line, to the Northwest corner of Lot l of King County Short Plat S90S0040, as recorded in Book IO I of Surveys, Page 236, records of King County, Washington; Thence easterly along the North line of said Lot I and said UGB line, to the Northeast corner of said Lot I, said Northeast corner also being on the west line of the Northeast quarter of said Section 13; Thence easterly along said UGB, crossing I72"d Ave SE, to the intersection of the easterly right of way margin of 172"d Ave SE and the southerly right of way margin of SE 132"d St.; EXHIBIT A-CENTRAL PLATEAU INTERCEPTOR SAD, AREA ASSESSMENT PAGE 1 OF 6 "'uu:n ·1 uouuu04·1.u ORDINANCE NO. 5465 Thence continuing easterly along the southerly right of way margin of SE 132"d St and said UGB line, crossing I 73'd Ave SE, 175th Ave SE, 178th Ave SE and the west half of 1801h Ave SE. to an intersection with the east line of said subdivision, said east line also being the west line of the Southwest quarter of the Northwest quarter of said Section 18; Thence continuing easterly along said southerly right of way margin of SE I 3 2"d St and said UGB line, crossing the cast half of 1801 h Ave SE, 181'1 Ave SE and l 82"d Ave SE, to an intersection with the westerly right of way margin of I 82"d Ave SE; Thence southerly along said westerly right of way margin of l 82"d Ave SE and said UGB line, to an intersection with the westerly extension of the northerly right of way margin of SE 134'" St; Thence easterly along said westerly extension and the northerly right of way margin of SE 134 '" St and said UGB line, crossing I 82nd Ave SE, to an intersection with the westerly right of way margin of 184'" Ave SE in the Northwest quarter of said Section 18; Thence southerly along said westerly right of way mar~in of 184'11 Ave SE and its southerly extension and leaving said lJGB line, crossing SE 1341 St, SE 135th St, SE 136'" St and SE 140'11 St, to an intersection with the north line of Tract 23, Renton Suburban Tracts Division No. 4. recorded in Volume 61 of Plats, pages 74-76, said records, in Government Lot 4 of said Section 18; Thence easterly and southerly along said north line and the east line of said Tract, to an intersc,lion with the northeast ,orner of Renton-Suburban Tracts Division No. 8, recorded in Volume f,9 of Plats, pages 74-76, said records, in said Government Lot 4 of said Section 19, said northeast corner also being on said UGB line; Thence southerly along the cast line of said Plat and said UOB line, to the Southeast corner of said Plat at the southeast corner of Government Lot I in said Section 19; Thence westt:rly along the courses of the south boundary of said plat and said UGB line, to an intersection with the south line of Renton-Suburban Tracts Div. No. 6, recorded in Volume 66 of Plats, pages 33-35, said records, in the Northeast quarter of said Section 24; Thence westerly along the south line of said Plat and said UOB line, to the most Southwest corner of said Plat, said Southwest corner also being the Northeast corner of Government Lot 5 of said Section 24; Thence southerly along the east line of said Government Lot 5 and said UGB line, to the northeast corner of Lot JI of Renton-Suburban Tracts Div. No.7, recorded in Volume 69 of Plats, pages 39-41, said records; Thence southwesterly and northwesterly along the south boundary of said plat and said UGB line, to an intersection with the east line of Government Lot IO of said Section 24, said east line also being the east line of Tract A of Briarwood South No. 6, recorded in Volume 97 of Plats, pages 68 and 69, said records; EXHIBIT A-CENTRAL PLATEAU INTERCEPTOR SAD, AREA ASSESSMENT PAGE 2 OF 6 ~uu=:n·1uouuu04·1.u ORDINANCE NO. 5465 Thence northerly along said east line of said Government Lot IO and said Tract A and said UGB line, to the Northeast corner of said Tract A; Thence westerly along the courses of the north boundary of said Tract A, and said UGB line, to the Northwest corner of said Tract A, said Northwest corner also being a point on the east line of the Northeast quarter of said Section 23; Thence northerly along said east line and said UGB line, to the northeast corner of Tract C of Skyfire Ridge Div. No. I, recorded in Volume 141 of Plats, pages 93-99, said records; Thence westerly along the courses of the north boundary of said Tract C and said UGB line, to the Northwest corner of said Tract C, said Northwest corner also being a point on the east line of the Southwest quarter of the Northeast quarter of said Section 23; Thence northerly along said east line and said UGB line, to the Northeast corner of said subdivision; Thence westerly along the north line of said subdivision and said UGB line, to the Northwest corner of said subdivision, said Northwest corner also being the Northeast comer of Government Lot 7 of said Section 23; Thence continuing westerly along the north line of said Government Lot 7, to the Northwest corner thereof, said Northwest corner also being the Southwest corner of the Northeast quarter of the Northwest quarter of said Section 23; Thence northerly along the west line of said subdivision, to the Southeast corner of Lot 9, Briar Hills No. 3, recorded in Volume 107 of Plats, page 36, said records, said west line also being the east line of' the Northwest quarter of the Northwest quarter of said Section 23; Thence westerly along the south line of said Plat, to the Southwest corner thereof; Thence northerly along the west line of said Plat, to an intersection with the Southeast corner of Briar Ridge, recorded in Volume 113 of Plats, pages 60 and 61, said records; Thence westerly along the south line of said Plat, to the Southwest corner thereof, in Government Lot I of said Section 22, said Southwest corner also being a point on the west line of the East half of the East half of said Government Lot 1; Thence southerly along said east line, to the northerly bank of the Cedar River; Thence westerly along said northerly bank, to an intersection with the east line of Tract A, Cedar River Bluff, recorded in Volume 172 of Plats, pages 53-56, said records; Thence northerly along said east line, to the Northeast comer of said Tract A; EXHIBIT A-CENTRAL PLATEAU INTERCEPTOR SAD, AREA ASSESSMENT PAGE30F6 ORDINANCE NO. 5465 Thence westerly along the north line of said Tract A, to an intersection with the east line of Maplewood Heights, recorded in Volume 78 of Plats, pages 1-4, said records; Thence southerly along said east line, to the Southeast corner thereof; "'uu:,·1-1 UOUUU04 .•. u Thence westerly along the south line of said plat, to the Southwest corner thereof, said corner also being a point on the east line of Government Lot 6 of Section 22; Thence South 01 °08'21" West, along said east line, to a point 641.73 feet southerly of the Northeast corner of said Government Lot 6; Thence North 55°51 '39" West, a distance of391.8l feet; Thence North 26°45'23" West, a distance of 494.29 feet, to a point on the north line of said Government Lot 6, said point also being on the south line of the Southwest quarter of Section 15; Thence westerly along said south line, and along the existing City Limits of Renton, as annexed under Ordinance No. 3945, to the Southeast comer of the Southwest quarter of the Southwest quarter of the Southwest quarter of said Section 15; Thence northerly along the east line of said subdivision and said City Limits, to the Northwest corner of Lot 21, Block 1 of said Maplewood Heights in said Southwest quarter of Section 15; Thence northeasterly along the north line of said Block 1 of said Plat, to an illlersection with the west line of Lot 10, East Crest, rccorJed in Volume 87 of Plats. page 49, said records, in said Southwest quarter; Thence northerly along said west line, to the Northwest corner thereof, said Northwest comer also being a point on the south line of Tract A, Hideaway Home Sites, recorded in Volume 81 of !'lats. pages 88 and 89, said records; Thence westerly along the south line of said Tract A, to the Southwest corner thereof; Thence northerly along the west line of said Tract A and the northerly extension of said west line, and along the existing City Limits of Renton, as annexed under Ordinance No. 3143, to the south line of the Northwest quarter of Section 22; Thence westerly along said south line and along said existing City Limits and along the south line of Lot 14, Goe's Place, recorded in Volume 85 of Plats, pages 12 and 13, said records, to the Southwest corner of said Lot 14; Thence northerly along the west line of said Lot 14, to the Northwest corner thereof; Thence easterly along the north line of said Lot 14, to the Northeast corner thereof; EXHIBIT A -CENTRAL PLATEAU INTERCEPTOR SAD. AREA ASSESSMENT PAGE40F6 ORDINANCE NO. 5465 Thence northerly along the east line of Lot 13 of said Plat and its northerly extension, to an intersection with the westerly extension of the north line of the South half of the Southeast quarter of the Southeast quarter of the Northwest quarter of said Section 15; .:::uu:::n -. UOUUUOlfl .u Thence easterly along said westerly extension and said north line and along the existing City limits of Renton, as annexed under Ordinance No. 5074, crossing Duvall Ave NE, to its intersection with the west line of the Northwest quarter of said Section 15; Thence northerly along said west line crossing NE 2"d St, to the most westerly southwest comer of Alder Crossing, recorded in Volume 251 of Plats, pages 3 7 -42, said records; Thence westerly along the south line of said plat, to the southeast corner thereof; Thence northerly along the east line of said Plat, to its intersection with the north line of the south half of the north half of the north half of the north half of said Section 15; Thenct: easterly along said north line of said subdivision crossing Hoquiam Ave NE and Jericho Ave NE. to the easterly right of way margin thereof; Thence southerly along said westerly right of way margin, to the Southwest corner of Tract 2, Black Loam Five Acre Tracts, recorded in Volume 12 of Plats, page IOI, said records: Thence continuing easterly along said existing City Limits and the south line of said Tract 2, to the east line of the west half of said Tract 2; Thence northerly along said east line, to the south line of the north 150 feet thereof: Thence easterly along said south line, to the east line of the of the West half of the West half of the East half of said Tract 2; Thence northerly along said east line, a distance of 8 feet; Thence easterly along the south line of the north 142 fee thereof, to the east line of the west half of the east half of said Tract 2; Thence southerly along said east line, to the south line of the Northeast quarter of said East half of said Tract 2; Thence easterly along said south line, to the westerly right of way margin of Lyons Ave NE; Thence continuing easterly along the easterly extension of said south line, crossing Lyons Ave NE, to the easterly right of way margin thereof; Thence northerly along said easterly right of way margin, to the southerly right of way margin of NE 4th St. EXH181T A-CENTRAL PLATEAU INTERCEPTOR SAD, AREA ASSESSMENT PAGE 5 OF 6 .LUU=:l'"I ·1 UOUUU04 ·1.U ORDINANCE NO. 5465 Thence easterly along said southerly right of way margin, to the intersection with the easterly line of the existing City of Renton Limits as annexed under Ordinance No. 5064, in the Northwest quarter of said Section 14 and the point of beginning. EXHIBIT A-CENTRAL PLATEAU INTERCEPTOR SAO, AREA ASSESSMENT PAGE 6 OF 6 ORDINANCE NO. 5465 EXHIBIT A CENTRAL PLATEAU INTERCEPTOR FRONTAGE ASSESSMENT PROPERTIES SPECIAL ASSESSMENT DISTRICT AREA "A" LEGAL DESCRIPTION: ..:::uu::n ·1 UOUUU04 ·1 .u Lot I and Tract B, Carol wood, recorded in Volume 111 of Plats, pages 99-100, records of King County, Washington; TOGETHER WITH Lot 11, Carolwood No. 2, recorded in Volume 114, page 74, said records; and TOO ET! !ER WITH that portion of the Southwest quarter of the Southeast quarter of Section 14, Township 23 North, Range 5 East, W.M., King County, Washington; and TOGETHER WITH the West 150 feet of the East 180 feet of the North 165 feet of the South half of said Southwest quarter of the Southeast quarter of Section 14; and TOGETHER WITH the West 160 feet of the east 190 feet of the South 132 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of said Section I 4; and TOC.iETIIER WITH the East 165 feet of the West 330 feet of said subdivision, EXCEPT the North 264 feet thereoC and EXCEPT the South 132 feet thereof; TOGETHER WITH the South 20 feet of the North 284 feet of said subdivision, EXCEPT the West 330 feet thereof; and TOGETHER WITH the North 120 feet of the South 252 feet of the East half of said subdivision, EXCEPT the West 150 feet thereof; and TOGETHER WITH the East half of said subdivision, EXCEPT the North 284 feet thereof and EXCEPT the South 252 feet thereof; and TOGETHER WITH the East 230 feet of the South 132 feet of the North 264 feet of the Southwest quarter of the Southeast quarter of said Section 14; and TOGETHER WITH the West 165 feet of the East 195 feet of the North 132 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of said Section 14; and TOGETHER WITH Lot 2 of King County Short Plat No. 481066, as recorded under King County Recording No. 8109100503, located in the Southwest quarter of the Southeast quarter of said Section 14; LESS Roads. Exhibit A -Central Plateau Interceptor SAD, Frontage -Area A Page 1 of 1 ORDINANCE NO. 5465 EXHIBIT A CENTRAL PLATEAU INTERCEPTOR FRONT AGE ASSESSMENT PROPERTIES SPECIAL ASSESSMENT DISTRICT AREA "B" LEGAL DESCRIPTION: "'uu:n ·1 UOUUU04 ·1 .u Lots I, 2, 3 and the 20 feet wide undivided interest parcel lying between said Lot I and Lot 2, of King County Short Plat No. 576015, recorded under King County Recording No. 7905170580, records of King County, Washington; TOGETHER WITH Lots I and 2, King County Short Plat No. 677116, recorded under King County Recording No. 7905170582; and TOGETHER WITH Tract A and Tract B of King County Short Plat No. 675021, recorded under King County Recording No. 7602040384; and TOGETHER WITH Tracts 4, 5, 6 and the West 150 feet of the North 80 feet of Tract 7, all in Block 3, Cedar Park Five Acre Tracts, recorded in Vol time 15 of Plats, page 91. records of King County, Washington. All situate in the Southeast quarter of Section 14 and the North half of Section 23, both in Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington. Exhibit A -Central Plateau Interceptor SAD, Frontage -Area B Page 1 of 1 ORDINANCE NO, 5465 EXHIBIT A CENTRAL PLATEAU INTERCEPTOR FRONT AGE ASSESSMENT PROPERTIES SPECIAL ASSESSMENT DISTRICT AREA "C" LEGAL DESCRIPTION: .Luu::n ·1 uouuu:::,4:1.u Lots l through 8 and Lot 17, Ridge Point Estates, recorded in Volume 165, pages 64-65, records of King County, Washington; TOGETI IFR WITH that portion of the Northeast quarter of the Northwest quarter of Section 23, Township 23 North, Range 5 North, W.M., King County, Washington. lying easterly and southerly of said plat of Ridge Point Estates and westerly of the westerly right of way margin of 154'" PL SE (WJ. Orton Rd); and TOGETHER WITH the North 133 feet of the East 120 feet of said Northeast quarter of the Northwest quarter; and TOGETI IER Willi that portion of the North half of the Northeast quarter of the Northeast qLiartcr ot· the Northwest quarter, lying easterly and southerly of Linda I lomes, recorded in Volume 74. page 6, said records; and TOC,ETl I ER WITH that portion of the South half of said Northeast quarter of the Northeast quarter of the Northwest quarter, and the south half of the Northwest quarter of the Northwest quarter of the Northeast quarter, both in said Section 23, lying westerly of the westerly right of way margin of 156'" Ave SE (Co. Rd. 1049, August E. Gerber Rd.) and easterly of the northeasterly right of way margin of 154 1h PL SE (W.J. Orton Rd.); LESS Roads. Exhibit A -Central Plateau Interceptor SAD, Frontage -Area C Page 1 of 1 ORDINANCE NO. 5465 EXHIBIT A CENTRAL PLATEAU INTERCEPTOR FRONTAGE ASSESSMENT PROPERTIES SPECIAL ASSESSMENT DISTRICT AREA "D" LEGAL DESCRIPTION: ~uu::n ·1 UOUUU04 ·1 .u Lots 1 and 50, Briarwood West, recorded in Volume 93 of Plats, pages 91-92, records of King County, Washington; TOGETHER W[TH Lots 1 and 16, Marywood, recorded in Volume 90 of Plats, page 32, said records; and TOGETHER WITH the South 165 feet of the North 195 feet of the East half of the Northeast quarter of the Northwest quarter of the Nonheast quarter of said Section 23; LESS the East 30 feet thereof; and TOGETHER WITH the west 150 feet of said East half of said subdivision, lying northerly of the South 365 feet thereof and southerly of the North 195 feet thereof; and TOGETHER WITH that portion of the West half of the Northwest quarter of the Northwest quarter of the Northeast quarter of Section 23, Township 23 North, Range 5 East, W.M., King County, Washington, lying northerly of the north line of Lot I of King County Short Plat No. 1286002, as recorded under King County Recording No. 8708140726; and TOGETHER WITH Lot I and Lot 2 of King County Short Plat No. 1286002, as recorded under King County Recording No. 8708140726, said Lot 2 being later amended by Lot Line Adjustment No. 890718, as recorded under King County Recording No. 9010241356, said lots being a portion of the Northwest quarter of the Northeast quarter of said Section 23; LESS Roads. Exhibit A -Central Plateau Interceptor SAD, Frontage -Area D Page 1 of 1 --+ I CERTIFICATE WHEN RECOROEO RETURN lO; Offic:-e of thl:' c: ~y ~' :·rk I, the ~~, : :r,igoed, ~'I Clerk of the City of Renton, Wa:~ington, certify tllatthis is a true Fu=ntQn r,.Jun,ci/ :I biJ iidin_g and correct copy of /. 200 MiLL_A'-'enue South Rent-0"f't' A 9~1J"' Y> Q .. :... .... ~.: Subscribed aod Seci (..') ~ ,c_ --~ -ClT'i OF RENTON, WASHINGTON ORDINANCE NO. 4612 AN ORDINANCE OF THE CITY OF RENTOH, WASJ[IJIGTCDJ, ESTABLISXIHG AN ASSESSlilEIIIT DlSTRICT FOR SANITARY sswn SERVICE IN A PORTION OF 'THE SOUTII l:!l'.GB:t.ANDS, BBATBElt DOMlfS, Aliil MAPLEWOOD SOB-BASINS AND ESTABLISBIHO TBlii: AMotmT OF THE CHARGE UPOlf CONNECTION TO 'l'!IJ;; li'ACILITr:l?S. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAlN AS FOLLOWS, SECTIOJI I, There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by, the East Renton Sanitary Sewer Interceptor in the northeast quadrant of the City of Renton and a portion or its urban growth area within unincorporated Kins County, which area is 11\0re particularly described in Ellhibi t •Aw attached heret.o. A map of t.he eervice area is attached as Exhibit nB.n The recording of this document is to provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the ' City does not require payment until. such time as the parcel is connected to and thus benefi l;ing from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associat.ed with this district.. SECTI2l'J II . Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties 8 ORDINANCE 4 6 12 have not been charged or assessed with all costs of the ~ast Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New collilections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a unit charge of $0. 069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "A" and which boundary is shown on the 'me.p attached as Exhibit "B." SECTI01i III, In addition to. the aforestated charges, there shall be a charge of 4.11% per allilum added to the Per Unit Charge. The .interest charge shall accrue for no mere than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTI:ON I'lf. This ordinance shall be etteccive upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE CITY COUNCIL this·l.Q..th day of~-J-un,~e~~~~-1996. City Clerk 2 ORDINANCE 4612 APPROVED BY THE MAYOR this 10th day of ~-J_u_n_e~~~~~-' 1996. Tanner, Mayor Appro~ as to form: o:~~~Q·- Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. (D :.c '9'J Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, 11, 14, 15, 16. 17. 21 and 22 all in Township 23N, Range 5E W.M. in King County, Washington Section 8, Township 23N, Range SE W.M. All of that portion of Section 8, Township 23N. Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street: thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunaet Boulevard NE to the North line of the Southeast 14 of said Section 8; thence West along said North line to the East right-of-way line of SR-405 and the terminus of said line. S Section 9, Township 23N, Range 5E W.M. ft All of that portion of Section 9, To'M.1.ship 23N, Range 5E W.M. lying South and O East of the following de.scribed line: ~ a, Beg1nning on the centerline of NE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easte1-Jy along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 14 of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street: thence East along said centerline to the East line of said Section 9 and the terminus of said line. Section 10, Township 23N, Range SE W.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of the South \I.< of the North \I.< of said Section 10; thence east along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast l4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the terminus of said line. Legal Description of the Sped.al Assessment Di.;trict for the City of Renton -Eo.st Renton Interceptor Section 11, Township 23N, Range SE W.M. All of the Southwest 1/.i of Section 11, Township 23N, Range SE W.M .. Section 14, Township 23N, Range SE W.M. Page2of3 All of that portion of Section 14, Towrt:<;hip 23N, Range 5E. W.M. de$cnbed as follows: All of the Northwest J/4 of said section, together with the Southwest l/4 of said section, except the South l'2 of the Southeast \4 of said Southwest J/4 and except the plat of McIntire Homesites and 1h of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82, Records of King County, Washington, and except the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of King County, Washington, less 1h of the street abutting said portion of Tract 6, Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tract:<;, less 1h of the street adjacent to said Tract 6, Block 2, and except the South 82. 785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracw and less ~ the street adjacent to said portion of Tract 5, Block 2. Section 15, Township 23N, Range 5E W.M. All of that portion of Section 15, Township 23N, Range 5E. W.M., except the Southwest ¥4 of the Southwest 1-4 of the Southwest II,, of said section. Section 16, Township 23N, Range SE W.M. All of that portion of Section 16, Township 23N, Range 5E W.M .. except that portion of the Southeast 1,4 of the Southeast J/4 of the said Section 161:ying East of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39, page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast \4 of the Southeast IA of the said Section 16 and except that portion of said section lying Southerly o_f the Northerly right-of-way line of SR-169 (Maple Valley Highway]. · Section 17, Township 23N, Range SE W.M. All of that portion of Section 17, Township 23N, Range SE W.M., lying Northeasterly of the Northeasterly right-of-way of SR-169 [Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE Iyirlg Legal Description of the Special Assessment District for the City of Rmton -East Renton Interceptar Page3of3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. section 21, Township 23N, Range SE W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 {Maple Valley Highway) and West of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats, volume 39. page 39, Records of King County. Washington. Section 22, Township 23N, Range SE W.M. All of that portion of Section 22. Township 23N, Range SE W.M. descrtbed as follows: All of the Northwest 1,4 of the Northeast LA of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded In the Book of Plats, volume 78. pages l through 4, Records of King County, Washington. Together with the North 227,11 feet of the West 97.02 of the Northeast 1A of the Northeast 'A-of said Se<?tion 22. Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Ptoundary 1:24,000 -------City Limit• SE tTlit, St CZT...7"..z:J s.,.; .. Ass....,.,nt o;,!rid \L-\\~~ ~ME~lCAN d ;). ~1¥(S' When recorded return to: FLEX FUNDrNG GROUP, LLC 50 1161h Ave SE SUITE 111 Bellevue, WA 98004 11111 Iii IHIIIE 11111 20140521000838 FIAST AMERICAN DT 86.80 PAG£-001 OF 014 05/21/2014 12:57 KING COUNTY, IIA Short Fonn DEED OF TRUST THIS DEED OF TRUST, is made this /~day of May 2014 between ENDURE INVESTMENTS, LLC, a Washington limited liability company as GRANTOR(S), and RECONVEYENCE PROFESSIONAL INC., as TRUSTEE, whose address is Post Office Box 5587, EVERETT, SNOHOMISH COUNTY, WASHINGTON 98206, and FLEX FUNDING GROUP, LLC, a Washington Limited Liability Company, as BENEFICIARY, whose address is: FLEX FUNDING GROUP, LLC 50 116" Ave SE SUITE 111 Bellevue, WA 98004 Grantor(s) hereby irrevocably grants, bargains, sells, and conveys to Tiustee in trust, with power of sale, the real property situated in King County, Washington, commonly known as 210 Duvall Ave SE Renton, WA 98059, and legally described as follows: The South half of the Southeast quarter of the Southeast quarter of the Northwest quarter in Section 15, Township 23 North, Range 5 East, W.M., In King County, Washington; EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET; AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120 FEET; AND EXCEPT THE EAST 383 FEET; AND EXCEPT COUNTY ROAD. Situate in the County of King, State of Washington. Tax Parcel Number(syrax Account Number(s): 152305-902 l-07 TOGETHER WITH all the tenements, hereditaments, and appurtenances, now or hereafter thereunto belonging or in anywise appertaining, and the rents, issues, and profits thereof and all other property or rights of any kind or nature whatsoever further set forth in the Master Form Deed of Tiust hereinafter referred to, SUBJECT, HOWEVER, to the right, power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents, issues and profits. THIS DEED IS FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor(s) incorporated by reference or contained herein and payment of the sum of FLEX FUNDING GROUP DOT Page 1 lnitials:<f;t;Jr Initials: ---- Three Hundred Twelve Thousand Dollars ($312,000.00) with interest thereon according to the terms of a promissory note of even date herewith, payable to Beneficiary or order and made by some or all of Grantors; all renewals, modifications or extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor(s), or any of his/her/their successors or assigns, together with interest thereon at such rate as shall be agreed upon. By executing and delivering this Deed of Trust and the Note secured hereby, the parties agree that all provisions of Paragraphs I through 35 inclusive of the Master Form Deed of Trust hereinafter referred to, except such paragraphs as are specifically excluded or modified herein, are hereby incorporated herein by reference and made an integral part hereof for all purposes the same as if set forth herein at length, and the Grantor(s) hereby makes said covenants and agrees to fully perform all of said provisions. The Master Form Deed of Trust above referred to was recorded on the twenty-fifth (25th) day of July, 1968, in the Official Records of the offices of the County Auditors of the following counties in Washington in the book, and at the page designated after the name of each county, to-wit: COUNTI' BOOKORVOl.. PAGE NO. AUDITOR'S COUNlY BOOKORVOL PAGE NO, AUDITOR'S Adoms 2 cf Record. Instr. 513-16 [22987 ~11,'is 7 of Official RD:. 839-842 725%2 ·-Microfilmed undtr Audi1or's No. 101896 Lirico!D 107 of Mortgages 776-779 Jl6S% Bm""' 241 o(Off'acial Rec:. 69.SA-C 5929)1 M""" Recl41 Frmne SJS-131 236031 Cho .. Ml ofOffteid Rec. 1682-1685 ...... o..._ 121 ofMortpges 51Ml9A "'"··· c, ..... 315 ofOffac:ial Rte. 195-198 38)176 Pacifi< 213 ofOftieial Rec. 649-(i52 Sj707 CJ,n Alld. Microfilm No. 1028Sl)..702862 G-519ll3 PtodOmlh: 27 ofMtgs.. 8-11 126854 Cotwnbi. 49oro-b 198-201 F311S Pi= 12~ofMtgs. 707-710 2250799 Cowlitz 747 of Official Rec. 234-217 67.547.5 SanJcwi l1I ofMtgs. 459-462 69282 """'"" 12.5 ofMort,pan 120-12) 15189] S1&aa.i1 19 ofOffidal Rec. 80-83 716277 Fmy 28 ofDttds; 413-416 l:S31SO Sb.mania 47ofMtgs.. ..... 70197 Frmillin l L ol Official Rec. 138-141 309636 Snohomish 233 ofOfficial Rec. _s.w.543 2043S49 Garlidd Microfllmcd uodcr AuditCl''i No. ll044 Spolw>< 14 of Official Rec. IOtl-lMI 37626,C °""' 44 or Ri:c. Doi;, 373-376 ,:3gz41 -109 ofMtp. 394-397 ,...,, Gn,y,Hml>o, 21 ofCknaal 31-34 ,.,,.. """''" 4S4 ofotrK:ial Rec. 7JJ.7)4 71S3SO bland 181 ofOfficial Rte. 710-713 211628 Waukiakum 17ofMOl'tpga 89-92 24732 Jeffenon 4ofOffN lti:c. 316-319 196853 Walla Walla 308ofM~. 711-714 495721 King '690ofMrgs. 436-439 6382309 -82 of Official Rec. us.ass 1047522 Kitsap 929 of OffKial Rec. 480-411) 934710 Whilman 1 of Misc. 291-294 '''"" Kirtisas 111 of Mortpgcs J6).J,6f 348693 Yllima 712 of Official Ree. 147-ISO 2171)j55 Klickitat IOI of Mortgages. t07-110 131095 A copy of such Master Form Deed of Trust is hereby furnished to the person executing this Deed of Trust and by executing this Deed of Trust the Grantor(s) acknowledges receipt of such Master Fonn Deed of Trust. The property which is the subject of this Deed of Trust is not used principally or primarily for agriculture or fanning purposes. The specific provisions of this Deed of Trust, the Promissory Note secured hereby, and the Loan Agreement (if any), shall control in the event ofa conflict with the provisions of the Master Fonn. In the event ofa conflict between the Promissory Note and the Deed of Trust, the provisions of the Promissory Note shall control. The provisions of the Promissory Note are incorporated herein in their entirety. A default on the Promissory Note, Loan Commitment Agreement, or on any senior deed of trust on the Property, shall be an event of default under this Deed of Trust. Grantor hereby represents that Grantor is not delinquent on any payments to any contractors, sub-contractors or material providers who have supplied services, labor or materials for the improvement of the Property. FLEX FUNDING GROUP DOT Page2 Initials:¥' Initials: ____ _ Notwithstanding anything to the contrary in the Master Form Deed of Trust, Grantor shall maintain hazard insurance in the minimum amount of the total of all secured indebtedness on the Property, which policy or policies shall list Beneficiary as an additional insured. Beneficiary shall have the right to inspect the Property upon reasonable notice to Grantor, and shall have the right to contact any contractors, sub-contractors and material providers performing work or materials for the improvement of the Property. Forty-eight hours notice shall constitute reasonable notice. DUE ON SALE CLAUSE: If Grantor(s) or any successor of Grantor(s) sell or transfer all or any part of the Property, or any interest therein, without the Beneficiary's prior written consent, Beneficiary may declare immediately due and payable all sums secured by this Deed of Trust. "Sell" or "Transfer" means the conveyance of any property or any right title, or interest therein; whether legal or equitable, whether voluntary or involuntary, by outright sale, deedt installment sale contract, land contract, contract for deed, leasehold interest with a term greater than ten years, lease/option to purchase contract; sale, assignment or transfer of any beneficial interest in or to any land trust holding title to the real property or any other method of conveyance of real property interests. A sale of the corporation, limited liability company or partnership interest greater than 49% of the voting stock, current voting stock, partnership or member interests through issuance of additional shares or interests shall likewise constitute a "transfer." In the case ora tonveyance or contract to convey, the interest shall likewise increase to the default amount or the holder may consent to the conveyance or contract to convey and increase the interest rate provided for herein. However, this option shall not be exercised by Beneficiary if exercise is prohibited by federal or Washington law. DUE ON ENCUMBRANCE CLAUSE: Notwithstanding anything to the contrary in the Master Form, if Borrowers or Grantors of the Property described in the Deed of Trust, or their successor, funher mongage or encumber all or any pan of the Property, or any interest therein, by granting a security interest to a party other than Beneficiary, without Beneficiary's prior written consent, Beneficiary may declare immediately due and payable all sums secured by this Deed of Trust. "Mongage" or "Encumber" means the granting of any voluntary lien on the Property, whether by mongage, deed of trust or other instrument. However, this option shall not be exercised by Beneficiary if exercise is prohibited by federal or Washington law. PARAGRAPH #12 IN THE MASTER FORM DEED OF TRUST SHALL BE AMENDED AS FOLLOWS: 12. To pay in full by the due date all rents, taxes, assessments, and encumbrances, charges or liens with interest, that may now or hereafter be levied, assessed, or claimed upon the property that is the subject of this Deed of Trust or any pan thereof, which at any time appear to be prior or superior hereto for which provision has not been made heretofore, and upon request will exhibit to Beneficiary official receipts therefor, and to pay all taxes imposed upon, reasonable costs, fees, and expenses of this Trust. On default under this paragraph Beneficiary may, at its option, pay, or pay out of reserves accumulated under paragraph 4, any such sums, without waiver of any other right of Beneficiary by reason of such default ofGrantor(s), and Beneficiary shall not be liable to Grantor(s) for a failure to exercise any such option. The term "Grantor" as used in this Deed of Trust includes the "Borrower'' as defined in RCW 61.24, if the Borrower is a person or entity other than the Grantor. To the extent permitted by law, the Grantor waives the protections of the anti-deficiency provisions of Washington's Deed of Trust Act, RCW Chapter 61.24, and agrees and covenants that Beneficiary hereunder may seek and obtain a deficiency judgment following the completion of a ju'dicial foreclosure or a non-judicial trustee's sale of all or a ponion of the security for the obligation secured by this Deed of Trust. FLEX FUNDING GROUP DOT Page 3 Initials:~ Initials: ____ _ This Deed of Trust is also subject to the specific provisions as set fonh in the Declaration of Business Purpose, which is attached hereto as an exhibit and incorporated by this reference as if set fonh in full herein. The provision in the Declaration of Business Purpose shall control to the extent that there is any conflict with the provisions of the Master Fonn Deed of Trust. The undersigned Grantor(s) requests that a copy of any Notice of Default and of any Notice of Sale hereunder be mailed to him at the address hereinbefore set fonh. WITNESS the hand(s) and seal(s) of the Grantor(s) on the day and year first above written. STA TE OF W ASHJNGTON ) ) ss. COUNTY OF KING ) I cenify that I know or have satisfactory evidence that Marc Erickson is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated he was authorized to execute the instrument and acknowledged it as the Managing Member of ENDURE INVESTMENTS, LLC a Washington limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. FLEX FUNDING GROUP DOT Page4 DATEo, Mey 1q ,2014 N~ iriif:zfhington State, residing at '&u.E Y'.Vf: My appointment expires: "I • I(,, • .'JOI =J. Initials:~ lnitials; ____ _ EXHIBIT A DECLARATION OF BUSINESS PURPOSE [To Be Attached to Deed of Trust] AS BORROWER(S) UNDER THAT PROMISSORY NOTE SECURED BY THIS DEED OF TRUST, FOR THE LOAN MADE BY FLEX FUNDING GROUP, LLC, THE UNDERSIGNED GRANTOR(S) REPRESENT($) AND CONFIRM($) THAT THE PROCEEDS OF THE LOAN ARE TO BE USED FOR COMMERCIAL OR BUSINESS PURPOSES. BORROWER(S) FURTHER REPRESENT(S) THAT THE PROPERTY SECURED BY THIS DEED OF TRUST IS NON-OWNER OCCUPIED AND HELD FOR BUSINESS OR COMMERCIAL PURPOSES AND NOT FOR ANY PERSONAL, FAMILY OR HOUSEHOLD USE. BORROWER ADDITIONALLY REPRESENTS THAT NEITHER BORROWER NOR ANY IMMEDIATE FAMILY MEMBERS OF BORROWER OR BORROWERS' GUARANTORS RESIDE IN OR INTEND TO RESIDE IN THE SECURED PROPERTY. Endure Investments, LLC By: Its: FLEX FUNDING GROUP DOT Page 5 Initials: Initials: ---- MASTER FORM DEED OF TRUST Recorded by Washington Mortgage Correspondence Association, a Washington corporation, pursuant to C. 148 L. 1967 The Grantor(s) covenants and agrees as follows: I. The following described estate, property and rights of Grantor(s) are also included as a security for the performance of each covenant and agreement ofGrantor(s) contained herein or in the Short form Deed of Trust and the payment of all sums of money secured hereby: (a) All the estate and rights of Grantor(s) in and \o said property and in and to land lying in streets and roads adjoining said premises, and all access, rights, and easements appertaining thereto. (b) All buildings, structures, improvements, fixtures, and articles of property now or hereafter anached to, or used or adapted for use in the operation of, the said premises, including but without being limited to, all heating and incinerating apparatus and equipment whatsoever, all boilers, engines, motors, dynamos, generating equipment, piping and plumbing fixtures. ranges, cooking apparatus and mechanical kitchen-equipment, refrigerators, cooling, ventilating, sprinkling and vacuum cleaning systems, fire extinguishing apparatus, gas and electric fixtures, carpeting, underpadding, elevators, escalators, partitions, mantels, built-in mirrors, window shades, blinds, screens, storm sash, awnings, furnishings of public spaces, halls and lobbies, and shrubbery and plants; and including also all interest of any owner of the said premises in any of such items hereafter at any time acquired under conditional sale contract, chattel mortgage or other title retaining or security instrumen~ all of which property mentioned in this paragraph shall be deemed part of the realty and not severable wholly or in part without material injury to the freehold. (c) All and singular the lands, tenements, privileges, water rights, hereditaments, and appurtenances thereto belonging or in anywise appenaining, and the reversion and reversions, remainder and remainders, rents, issues, and profits thereof, and all the estate, rights, title, claim, interest and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the bargained premises. TO HA VE AND TO HOLD said premises bargained and described, together with all and singular the lands, tenements, privileges, water rights, hereditaments, and appurtenances thereto belonging or in anywise appertaining, and the reversion and reversions,. remainder and remainders, rents, issues 7 and profits thereof, and all of the estate? right, title, claim, and demands whatsoever of the Grantor(s), either in law or in equity, of, in and to the above bargained premises, forever as security for the faithful performance of the promissory note secured hereby and as security for the faithful performance of each and all of the covenants, agreements, terms, and conditions of this Deed of Trust, SUBJECT, HOWEVER, to the right, power, and authority hereinafter given to and conferred upon Beneficiary 10 collect and apply such rents, issues, and profits. (d) All ofGrantor(s)'s rights further to encumber said property for debt except by such encumbrance which by its actual terms and specifically expressed intent shall be and at all times remain subject and subordinate to (i) any and all tenancies in existence when such encumbrance becomes effective and (ii) any tenancies thereafter created; Grantor(s) hereby (i) representing as a special inducement 10 Beneficiary to make this loan that as of the date hereof there are no encumbrances lo secure debt junior to this Deed of Trust and (ii) covenanting that there are to be none as of the date when this Deed of Trust becomes of record, except in either case encumbrances having the prior written approval of Beneficiary, and all ofGrantor(s)'s rights to enter into any lease or lease agreement which would create a tenancy that is or may become subordinate in any respect to any mortgage or deed of trust other than this Deed of Trust. 2. When and if Grantor(s) and Beneficiary shall respectively become the Debtor and Secured Party in any Uniform Commercial Code Financing Statement affecting property either referred to or described herein, or in any way connected with the use and enjoyment of these premises, this Deed of Trust shall be deemed a Security Agreement FLEX FUNDING GROUP DOT Page6 Initials: Initials: ____ _ as defined in said Uniform Commercial Code and the remedies for any violation of the covenants, terms, and conditions of the agreements herein contained shall be (i) as prescribed herein, or (ii) by general law, or (iii) as to such part of the security which is also reflected in said Finan_cing Statement by the specific statutory consequences now or hereafter enacted and specified in the Uniform Commercial Code, all at Beneficiary's sole election. Grantor(s} and Beneficiary agree that the filing of such a Financing Statement in the records normally having to do with personal property shall never be construed as in anywise derogating from or impairing this declaration and hereby stated intention of the parties hereto, that everything used in connection with the production of income from the property that is the subject of this Deed of Trust and/or adapted for use therein and/or which is described or reflected in this Deed ofTrust is, and at all times and for all purposes and in all proceedings both legal or equitable shall be, regarded as part of the real estate irrespective of whether (i) any such item is physically attached to the improvements, (ii) serial numbers are used for the better identification of certain equipment items capable of being thus identified in a recital contained in the shon form Deed of Trust or in any list filed with the Beneficiary, (iii) any such item is referred to or reflected in any such Financing Statement so filed at any time. 3. To pay all debts and monies secured hereby, when from any cause the same shall become due. To keep the property free from statutory and governmental liens of any kind. That the Grantor(s) is/are seized in fee simple of the property and owns outright every pan thereof, that there are no liens or encumbrances against or upon the same and none superior to this Deed of Trust, will be created or suffered to be created by the Grantor(s) during the life of this Deed of Trust, that he has good right to make this Deed of Trust and that he will forever warrant and defend said property unto the Beneficiary, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any pan thereof. The Grantor(s) upon request by mail will furnish a written statement duly acknowledged of the amount due on this Deed of Trust and whether any offsets or defenses exist against the debt secured hereby. 4. To pay to Beneficiary, if Beneficiary so requires, together with and in addition to the monthly payments of principal and interest payable under the terms of the said note. on the date set fonh therein for the making of monthly payments each month, until said note is fully paid, a sum, as estimated by the Beneficiary, equal to the ground rents, if any, and the taxes and special assessments next due on the premises covered by this Deed of Trust, plus the premiums that will next become due and payable on insurance policies as may be required under paragraph JO hereof, Grantor(s) agreeing to deliver promptly to beneficiary all bills and notices thereof, less all sums already paid therefor, divided by the number of months to elapse before two months prior to the date when such ground rents.. premiums, taxes, and special assessments wiJI become delinquent, such sums to be held by the Beneficiary in trust to pay said ground rents. premiums, taxes, and special assessments. All payments mentioned in this paragraph and all payments to be made under said note shall be added together and the aggregate amount thereof shall be paid by the Grantor(s) each month in a single payment to be applied by Beneficiary to the following items in the order set fonh: (I) ground rents, if any, taxes, special assessments, fire and other hazard insurance premiums; (2) interest on the note secured hereby; and, (3) amonization of the principal of said note. Any deficiency in the amount of any such aggregate monthly payment shall constitute an event of default under this Deed of Trust. The arrangement provided for in the paragraph 4 is solely for the added protection of the Beneficiary and entails no responsibility on the Beneficiary's part beyond the allowing of due credit. without interest, for the sums actually received by it. Upon assignment of this Deed of Trust by the Beneficiary, any funds on hand shall be turned over to the assignee and any responsibility of the assignor with respect thereto shall terminate. Each transfer of the propeny that is the subject of this Deed of Trust shall automatically transfer to the grantee all rights of the Grantor(s) with respect to any funds accumulated hereunder. 5. In the event that any payment or portion thereof is not paid within fifteen (15) days commencing with the date it is due, Beneficiary may collect, and the Grantor(s) agree(s} to pay with such payment, a "late charge" of two cents ($.02) for each dollar so overdue as liquidated damages for the additional expense of handling such delinquent payments. 6. If the total of the payments (herein called reserves) made under paragraph 4 hereof relating to reserves for ground rents, taxes, special assessments, and premiums on insurance poJicies, shall exceed the amount of payments FLEX FUNDING GROUP DOT Page7 Initials: Initials: ____ _ actually made by Beneficiary for the purposes set fonll in paragraph 4, plus such amounts as have been reasonably accumulated in such reserves toward payments therefrom next to become due, such excess may, provided no default then exists under the tenns of this instrument nor under the tenns of the promissory note hereby secured, but not otherwise, be credited by beneficiary in payment of subsequent aggregate, but not partial, payments to be made by Grantor(s) or, at the option of the Beneficiary, refunded to the Grantor(s) or his/her/their successors in interest as may appear upon the records of the Beneficiary. If, however, the monthly payments accumulating such reserves shall not be sufficient to pay the sums required when the same shall become due and payable, the Grantor(s) shall pay to Beneficiary any amount necessary to make up the deficiency within thirty (30) days after written notice to Grantor(s) stating the amount of the deficiency. If there shall be a default under any of the provisions of this Deed of Trust and dleroafter a sale of the property in accordance with the provisions hereof, or if the Beneficiary acquires the property otherwise after default, the Beneficiary shall apply, at the time of commencement of such proceedings or at the time the property is otherwise acquired, the balance then remaining in the funds accumulated under paragraph 4, Jess such sums as will become due and payable during the pendency of the proceedings, as a credit against the amounts secured hereby. 7. To maintain the buildings and other improvements on the property in a rentable and tenantable condition and state of repair, to neither commit nor suffer any waste, to promptly comply with all requirements of the federal, stale, and municipal authorities and all other Jaws, ordinances, regulations, covenants, conditions, and restrictions respecting said property or the use thereof, and pay all fees or charges of any kind in connection dlerewith. The Beneficiary may recover as damages for any breach of this covenant the amount it would cost to put the property in the condition called for herein. In the event of breach of any requirement of this paragraph, the Beneficiary may, in addition to any other rights or remedies, at any time thereafter declare the whole of said principal sum immediately due and payable. Proof of impainnent of security shall be unnecessary in any suit or proceeding under this paragraph. Grantor(s) shall pennit Beneficiary or its agents the opportunity to inspect the property, including the interior of any structure at reasonable times and after reasonable notice. 8. To complete or restore promptly and in good workmanlike manner any building or improvement which may be constructed, damaged, or destroyed thereon, and pay when due all costs incurred therefor, and, if the loan secured hereby or any part thereof is being obtained for the purpose of financing construction of improvements on said property, Grantor(s) further agree(s): (a) To commence construction promptly and in any event within thirty (30) days from the date of this instrument, and complete the same in accordance widl any agreements relating to construction and plans and specifications satisfactory to Beneficiary within eight months of the date of this instrument. (b) To allow Beneficiary to inspect said property at all times during construction. (c) To replace any work or materials unsatisfactory to Beneficiary, within fifteen (15) calendar days after written notice to Grantor(s) of such fact. (d) That work shall not cease on the construction of such improvements for any reason whatsoever for a period of fifteen (I 5) consecutive days. The Trustee, upon presentation to it of an affidavit signed by Beneficiary setting fonll facts showing a default by Grantor(s) under this numbered paragraph, is authorized to accept as true and conclusive all facts and statements therein? and to act thereon hereunder. 9. No building or other improvement on the property shall be structurally altered, removed, or demolished, without the Beneficiary's prior written consent, nor shall any fixture or chattel covered by this Deed of Trust and adapted to the proper use and enjoyment of the premises be removed at any time without like consent unless actually replaced by an article of equal suitability, owned by the Grantor(s), free and clear of any lien or security interest except such as may be approved in writing by the Beneficiary. FLEX FUNDING GROUP DOT Page 8 Initials: Initials: ____ _ JO. To provide to the Beneficiary, at least thirty (30) days prior to expiration of existing insurance, and maintain unceasingly, insurance, with premiums prepaid, on all of the property that is the subject of this Deed of Trus~ or hereafter becoming part of said property, against loss by fire and other hazard~ casualties, and contingencies, including war damage, as may be required from time to time by the Beneficiary in such amounts and for such period of time, with loss payable clauses (without contribution) in favor of and in form satisfactory to the Beneficiary, and to deliver all policies to Beneficiary, which delivery shall constitute an assignment to Beneficiary of all return premiums. All insurance shall be carried in companies approved by Beneficiary. Beneficiary may at its option require Grantor(s) to maintain said required policies in Grantor(s)'s possession in lieu of delivering said policies to Beneficiary, in which event said policies shall be kept available by Grantor(s) at all times for return to the Beneficiary or for inspection by Beneficiary, its agents or insurers, and said requirement may be withdrawn by Beneficiary at any time. In event of foreclosure of this Deed of Trust or other transfer of title to the subject property in extinguishment of some or all of the indebtedness secured hereby, all interest of the Grantor(s) in any insurance poJicies in force shall pass to the purchaser or Grantee to pay to Beneficiary as Beneficiary may require a reasonable fee to cover costs of substituting policies in the event the Grantor(s) replace(s) any policy prior to its expiration. Grantor(s) will reimburse Beneficiary for any premiums paid for such insurance by the Beneficiary upon the Grantor(s)'s default in so insuring the buildings or other improvements or default in assigning and delivering of such policies to the beneficiary so endorsed. I I. To appear in and defend any suit, action, or proceeding that might affect the value of this security instrument or the security itself or the rights and powers of Beneficiary or Trustee; and should Beneficiary or Trustee elect also to appear in or defend any such action or proceeding, be made a party to such by reason of this Deed of Trust or elect to prosecute such action as appears necessary to preserve said value, the Grantor(s) will, at all times, indemnify from, and, on demand reimburse Beneficiary or Trustee for any and all loss, damage, expense, or cost, including cost of evidence of title and attomey1s fees, arising out of or incurred in connection with any such sult. action, or proceeding, and the sum of such expenditures shall be secured by this Deed of Trust with interest as provided in the note secured hereby and shall be due and payable on demand. To pay costs of suit, cost of evidence of title and a reasonable attorney's fee in any proceeding or suit brought by Beneficiary lo foreclose this Deed of Trust. 12. To pay in full at Lease thirty (30) days before delinquent all rents, taxes, assessments, and encumbrances, charges or liens with interes~ that may now or hereafter be levied, assessed, or claimed upon the property that is the subject of this Deed of Trust or any part thereof, which at any time appear to be prior or superior hereto for which provision has not been made heretofore, and upon request will exhibit to Beneficiary official receipts therefor, and to pay all taxes imposed upon, reasonable costs, fees, and expenses of this Trust. On default under this paragraph Beneficiary may, at its option, pay, or pay out of reserves accumulated under paragraph 4, any such sums, without waiver of any other right of Beneficiary by reason of such default of Grantor(s), and Beneficiary shall not be liable to Grantor(s) for a failure to exercise any such option. 13. To repay immediately on written notice to Grantor(s) all sums expended or advanced hereunder by or on behalf of Beneficiary or Trustee, with interest from the date of such advance or expenditure at the rate of ten percent ( JO%) per annum until paid, and the repayment thereof shall be secured hereby. Failure to repay such expenditure or advance and interest thereon within ten (10) days of the mailing of such notice will, at Beneficiary's option, constitute an event of default hereunder, or, Beneficiary may, at its option, commence an action against Grantor(s) for the recovery of such expenditure or advance and interes! thereon, and in such event Grantor(s) agree(s) lo pay, in addition to the amount of such expenditure or advancei all costs and expenses incurred in such action, together with a reasonable attorney's fee. 14. Should Grantor(s) fail to make any payment or to do any act as herein provided, then Beneficiary or Trustee, but without obligation so to do and without notice to or demand upon Grantor(s) and wilhout releasing Grantor(s) from any obligation hereof, may: Make or do the same in such manner and to such extent as either may deem necessary to protect the security hereof, Beneficiary or Trustee being authoriz.ed to enter upon !he property for such purposes; commence, appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; pay, purchase, contest,. or compromise any encumbrance, charge, or lien which in FLEX FUNDING GROUP DOT Page9 lnitials:k Initials: ____ _ the judgment of either appears to be prior or superior hereto, and in exercising any such power, incur any liability, expend whatever amounts in its absolute discretion it may deem necessary therefor including cost of evidence of title, employ counsel, and pay his/her/their reasonable fees. 15. (a) To fully comply with all of the terms, conditions, and provisions of all leases on said property so that the same shall not become in default and to do all that is needful to preserve all said leases in force. (b) To permit no assignment of any lease, or any sublening thereunder unless the right to assign or sublet is expressly reserved by the lessee under such lease. (c) That save and except for taxes and assessments provided to be paid by Grantor(s) as specified in paragraph 12 hereof, Grantor(s) will not create or suffer or permit to be created, subsequent to the date of the execution and delivery of this Deed of Trust any lien or encumbrance which may be or become superior to any lease affecting said property. (d) That if any part of the automobile parking areas included within said property is taken by condemnation, or before said areas are otherwise reduced, Grantor(s) will provide parking facilities in kind, size, and location to comply with all leases, and before making any contract for such substitute parking facilities, Grantor(s) will furnish to Beneficiary satisfactory assurance of completion thereof free of liens and in conformity with all governmental zoning and regulations. 16. Should the property or any part or appurtenance thereof or right or interest therein be taken or damaged by reason of any public or private improvement, condemnation proceeding (including change of grade), fire, earthquake, or other casualty, or in any other manner, Beneficiary may, at its option, commence, appear in and prosecute, in its own name, any action or proceeding, or make any compromise or settlement, in connection with such taking or damage, and obtain all compensation, awards, or other relief therefor. All such compensation, awards, damages, rights of action and proceeds. including the proceeds of any policies or insurance affecting the property, are hereby assigned to beneficiary, which may, after deducting therefrom all its expenses, including attorney's fees, release any monies so received by it, or apply the same on any indebtedness secured hereby or apply the same to the repair or restoration of the property, as it may elect. Grantor(s) further assigns to Beneficiary any return premiums or other repayments upon any insurance at any time provided for the benefit of the Beneficiary, refunds or rebates made of taxes or assessments on said property, and Beneficiary may at any time collect said return premiums, repayments, refunds, rebates, etc., notwithstanding that no sum secured hereby be overdue when such right to collection be asserted. Grantor(s) also agree(s) to execute such further assignments of any such compensation, award, damages, rebates, return of premiums, repayments, rights of action, and proceeds as Beneficiary or Trustee may require. 17. Time is of the essence hereof in connection with all obligations of the Grantor(s) herein or in said note. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right either to require prompt payment when due of all othersums so secured orto declare default for failure so to pay. 18. At any time upon wrinen request of Beneficiary, payment of its fees and presentation of this Deed and said note for endorsement (in case of full reconveyance, for cancellation and retention), without affecting the liability of any person for the payment of the indebtedness Trustee may (a) consent to the making of any map or plat of said property; (b)join in granting any easement or creating any restriction thereon; (c)join in any subordination or other agreement affecting this Deed or the lien or charge thereof; (d) reconvey, without warranty, all or any part of the property. The Grantee in any reconveyance may be described as the "Person or persons legally entitled thereto," and the recitals therein of any matters or facts shall be conclusive proof of the truthfulness thereof. Grantor(s) agrees to pay a reasonable trustee's fee for full or partial reconveyance, together with a recording fee if Trustee, at its option, elects to record said reconveyance. 19. In case ofa sale under this Deed ofTrusi the said property, real, personal and mixed, may be sold in one parcel. FLEX FUNDING GROUP DOT Page 10 Initials:_k: lndials: ----- 20. The Grantor(s) shall not, without first obtaining the Beneficiary's written consent, assign any of the rents or profits of the property or collect any rent for more than one month in advance or change the general nature of the occupancy or initiate or acquiesce in any zoning reclassification~ or do or suffer any act or thing which would impair the security for said debt or the Beneficiary's lien upon said property or the rents thereof. In the event of breach of any requirement of this paragraph, the Beneficiary may. in addition to any other rights or remediest at any time thereafter declare the whole of said principal sum immediately due and payable. 21. The holder of this Deed of Trust, in any action to foreclose it, shall be entitled (without notice and without regard to the adequacy of any security for said debt) to the appointment of a receiver of the rents and profits of the property and such receiver shall have, in addition to all the rights and powers customarily given to and exercised by such receiver, all the rights and powers granted to the Beneficiary by the covenants contained in paragraph 23 hereof. 22. As further security for the payment of all indebtedness herein mentioned, all Grantor(s)'s rents and profits of said property and the right, title, and interest of the Grantor(s) in and under all leases now or hereafter affecting said property, are hereby assigned and transferred to the Beneficiary. So long as no default shall exist in compliance with any requirement hereof or of any further instrument at any time executed with respect to this Deed of Trust the Grantor(s) may collect assigned rents and profits as the same fall due, but upon the occurrence of any such default, or at such later time as the Beneficiary in its sole discretion may fix by written notice, all right of the Grantor(s) to collect or receive rents or profits shall wholly terminate. All rents or profits of Grantor(s) receivable from or in respect to said property which it shall be permitted to collect hereunder shall be received by it in trust to pay the usual and reasonable operating expenses of, and the taxes upon, said property and the sums owing the Beneficiary as they become due and payable as provided in this Deed of Trust or in the said note or in any modification of either. The balance of such rents and profits after payment of such operating expenses, taxes, and sums due the Beneficiaryt and after the setting aside of accruals to date of such expenses, taxes, and sums, including amonization, shall be Grantor(s)'s absolute property. No lease of the whole or any pan of the property involving an initial term of more than three (3) years shall be modified or terminated without the written consent of the Beneficiary, nor shall the surrender of any such lease be accepted nor any rental thereunder be collected for more than two (2) months in advance without like written consent. In the event of any default hereunder and the exercise by the Beneficiary of its rights hereby granted, Grantor(s) agree(:S) that payments made by tenants or occupants to the Beneficiary shall, as to such tenants, be considered as though made to Grantor(s) and in discharge of tenants' obligations as such to Grantor(s). Nothing herein contained shall be construed as obliging the Beneficiary to perform any of Grantor(s)'s covenants under any lease or rental arrangement. Grantor(s) shall execute and deliver to the Beneficiary upon demand any further or supplemental assignments necessary to effectuate the intentions of this paragraph and upon failure of the Grantor(s) so to comply, Beneficiary may, in addition to any other right or remedy it has, declare the maturity of the indebtedness hereby secured. 23. ln the event of default in compliance with any requirement of this Deed of Trust or of any further instrument at any time executed with respect to this Deed of Trust, and the continuance thereof for such period as would entitle the Beneficiary to declare said debt due and payable, or for ten· (10) days if no such period be applicable, the Beneficiary may, at its option, enter upon and take possession of the said property and let the same or any pan thereof, making therefor such alterations as it finds necessary, and may terminate in any lawful manner any tenancy or occupancy of said property, exercising with respect thereto any right or option available to the Grantor(s). From and after the occurrence of any such default, if any owner of said property shall occupy said property or pan thereof, such owner shall pay to the Beneficiary in advance on the first day of each month a reasonable rental for the space so occupied, and upon failure so to do the Beneficiary shall be entitled to remove such owner from the property by any appropriate action or proceeding. 24. The entering upon and taking possession of said property, the collection of such rents, issues, and profits, or the proceeds of fire and other insurance policies or compensation, or awards for any taking or damage of the property, and the application or release thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. FLEX FUNDING GROUP DOT Page 11 Initials:_..L. Initials: ____ _ 25. All sums secured hereby shall become immediately due and payable, at the option of the Beneficia,y without demand or notice, after any of the following occur, each of which shall be an event of default: (a) default by Grantor(s) in the payment of any indebtedness secured hereby or in the performance or observance of any agreement contained herein, or (b) any assignment made by Grantor(s) or the then owner of said property for the benefit of creditors, or (c) any transfer of title made by the Grantor(s) or the then owner of said property to a Grantee or successors in interest wlthout the assumption of all of the tenns and conditions herein contained, or {d) any of the following shall occur, with respect to the property, the Grantor(s) or the then owner of said property: (i) the appointment of a receiver, liquidator, or Trustee; (ii) the adjudication as a bankrupt or insolvent, (iii) the filing of any Petition for Bankruptcy or reorganization; (iv) the institution of any proceeding for dissolution or liquidation, (v) if Grantor(s) be unable, or admit in writing an inability to pay his/her/their debts when due; or (vi) a default in any provision of any other instrument which may be held by Beneficia,y as security for said note, including the loan agreement and related documents, the terms and covenants of which are incorporated herein by reference as though fully set fonh herein. No waiver by Beneficia,y of any default on the pan of Grantor(s) shall be construed as a waiver of any subsequent default hereunder. In event of such default and upon written request of Beneficia,y, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington (RCW Chapter 61.24 as existing now, or hereafter amended) and the Uniform Commercial Code of the State of Washington where applicable, 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: (a) to the expense of sale, including a reasonable Trustee's fee and attorney's fee; (b) to the obligation secured by this Deed of Trust; and (c) the surplus, if any, shall be distributed in accordance with said Deed of Trust Act. Trustee shall deliver to the purchaser at the sale its deed, without warranty, which shall convey to the purchaser the interest in the property which Grantor(s) had or had the power to convey at the time of his/her/their execution of this Deed of Trust, and such as he may have acquired thereafter. Trustee's 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 of such compliance and conc1usivc evidence thereof in favor of bona fide purchasers and encumbrancers for value. 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 and when not exercised. Beneficia,y may foreclose this Deed of Trust as a mongage. At any time Beneficia,y may appoint in writing a successor trustee, or discharge and appoint a new Trustee in the place of any Trustee named herein, and upon the recording of such appoinnnent in the mongage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the Original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor(s), Trustee, or Beneficia,y shall be a party, unless such action or proceeding is brought by the Trustee. 26. The propeny which is the subject of this Deed of Trust is not used principally or primarily for agricultural or farming purposes. 27. In the event of the passage after the date of this Deed of Trust of any federal, state, or local law, deducting from the value of real property for the purpose of taxation any lien thereon, or changing in any way the laws now in force for the taxation of mortgages, deeds of trust, or debts secured thereby, for federal, state or local purposes, or the manner of the collection of any such taxes so as to affect the interest of Beneficia,y, then and in such event, Grantor(s) shall bear and pay the full amount of such taxes, provided that if for any reason payment by Grantor(s) of any such new or additional taxes would be unlawful or if the payment thereof would constitute usu,y or render the loan or indebtedness secured hereby wholly or partially usurious under any of the terms or provisions of the note, or the within Deed of Trust or otherwise. Beneficia,y may, at its option, without demand or notice, declare the whole sum secured by this Deed of Trust with interest thereon to be immediately due and payable, or Beneficiary may, at its option, pay that amount or ponion of such taxes as renders the loan or indebtedness secured hereby unlawful or usurious, in which event Grantor(s) shall concurrently therewith pay the remaining lawful and non-usurious ponion or balance of said taxes. 28. If from any circumstances whatever fulfillment of any provision of this Deed of Trust or said note at the time perfonnance of such provision shall be due shall involve transcending the limit of validity prescribed by the usu,y FLEX FUNDING GROUP DOT Page 12 Initials:~ (nitials: ____ _ statute or any other law, the ipso facto the obligation to be fulfilled shall be reduced to the limit of such validity, so tnat in no event shall any exaction be possible under this Deed of Trust or under said note that is in excess of the limit of such validity; but such obligation shall be fulfilled to the limit of such validity. The provisions of this paragraph shall control every other provision of this Deed of Trust and said note. 29. In the event that this Deed of Trust is foreclosed as a mortgage and the property sold at a foreclosure sale, the purchaser may, during any redemption period allowed, make such repairs or alterations on said property as may be reasonably necessary for the proper operation, care, preservation, protection, and insuring thereof. Any sums so paid together with interest thereon from the time of such expenditure at the highest lawful rate shall be added to and become a part of the amount required to be paid for redemption from such sale. 30. Grantor(s) shall deliver to the Beneficiary within 20 days after written demand therefor a detailed operating statement in form satisfactory to the beneficiary covering the subject property and certified as correct by the Grantor(s). Grantor(s) shall permit the Beneficiary or its representative to examine all books and records pertaining to the said property, upon prior written demand of not less than ten (I 0) days. In default thereof Beneficiary shall, in addition to all other remedies, have the option of maturing the indebtedness hereby secured. The Beneficiary shall demand not more than one statement in any calendar year. 31. Beneficiary shall have the right at its option to foreclose this Deed of Trust subject to the rights of any tenant or tenants of the said property and the failure to make any such tenant or tenants a party defendant to any such suit or action or to foreclose his/her/their rights will not be asserted by the Grantor(s) as a defense in any action or suit instituted lo collect the indebtedness secured hereby or any part thereof or any deficiency remaining unpaid after foreclosure and sale of the said property, any statute or rule of law at any time existing to the contrary notwithstanding. 32. Upon any default by Grantor(s) and following the acceleration of maturity as herein provided, a tender of payment of the amount necessary to satisfy the entire indebtedness secured hereby made at any time prior to foreclosure sale (including sale under power of sale) by the Grantor(s), its successors or assigns, or by anyone in behalf of the Grantor(s), its successors or assigns, shall constitute an evasion of the prepayment terms of said note and be deemed to be a voluntary prepayment thereunder and any such payment to the extent permitted by law, will, therefore, include the additional payment required under the prepayment privilege, if any, contained in said note or if at that time there be no prepayment privilege then such payment, will to the extent permitted by law include an additional payment of five percent (5%) of the then principal balance. 33. The Beneficiary shall be subrogated for further security to the lien, although released of record, of any and all encumbrances paid out of the proceeds of the loan secured by this Deed of Trust. 34. Grantor(s), from time to time, within fifteen (15) days after request by Beneficiary, shall execute, acknowledge and deliver to Beneficiary, such chattel mongages, security agreements, or other similar security instruments, in fonn and substance satisfactory to Beneficiary, covering all property of any kind whatsoever owned by Grantor(s) or in which Grantor(s) has any interest which, in the sole opinion of Beneficiary, is essential to the operation of the said property covered by this Deed of Trust. Grantor(s) shall further from time to time, within fifteen (15) days after request by Beneficiary, execute, acknowledge, and deliver any financing statement, renewal, affidavit, certificate, continuation statement, or other document as Beneficiary may request in order to perfect, preserve, continue, extend or maintain the security interest under, and the priority of, this Deed of Trust and the priority of such chattel mortgage or other security instrument as a first lien. Grantor(s) further agree(s) to pay to beneficiary on demand all costs and expenses incurred by Beneficiary in connection with the preparation, execution, recording, filing, and refiling of any such instrument or document including the charges for examining title and the attorney's fee for rendering an opinion as to the priority of this Deed of Trust and of such chattel mortgage or other security instrument as a valid first and subsisting lien. However, neither a request so made by Beneficiary nor the failure of FLEX FUNDING GROUP DOT Page 13 Initials:.___ Initials: ____ _ Beneficiary to make such request shall be construed as a release of such property, or any part thereof, from the conveyance of title by this Deed of Trust, it being understood and agreed that this covenant and any such chattel mortgage, security agreement, or other similar security instrument, delivered to beneficiary, are cumulative and given as additional security. 35. All Beneficiary's rights and remedies herein specified are intended to be cumulative and not in substitution for any right or remedy otherwise available and no requirement whatsoever may be waived at any time except by a writing signed by the Beneficiary, nor shall any waiver be operative upon other than a single occasion. This Deed of Trust cannot be changed or terminated orally. 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, successors, and assigns. All obligations of Grantor(s) hereunder are joint and several. The term "Beneficiary" shall mean the holder and owner, including pledgees, of the note secured hereby, whether or not named as Beneficiary herein. Without affecting the liability of any other person for the payment of any obligation herein mentioned (including Grantor(s) should he convey said property) and without affecting the lien hereof upon any property not released, Beneficiary may, without notice, release any person so liable, extend the maturity or modify the terms of any such obligation, or grant other indulgences, release, or reconvey, or cause to be released or reconveyed at any time all or part of the said property described herein, take or release any other security or make compositions or other arrangements with debtors. Beneficiary may also accept additional security, either concurrently herewith or thereafter, and sell same or otherwise realize thereon, either before, concurrently with, or after sale hereunder. This Deed of Trust shall be so construed that wherever applicable, the use of the singular number shall include the plural number, the use of the plural number shall include the singular number, the use of any gender shall be applicable to all genders and shall likewise be so construed as applicable to and including a corporation. The word "note" shall include all notes evidencing the indebtedness secured hereby. If any of the provisions hereof shall be determined to contravene or be invalid under the laws of the State of Washington, such contravention or invalidity shall not invalidate any other provisions of this agreement, but it shall be construed as if not containing the particular provision or provisions held to be invalid, and all rights and obligations of the parties shall be construed and enforced accordingly. Any notices to be given to Grantor(s) by Beneficiary hereunder shall be sufficient if mailed postage prepaid, to the address of the Grantor(s) stated in the Short Form Deed of Trust, or to such other address as Grantor(s) has/have requested in writing to the Beneficiary, that such notices be sent. Any time period provided in the giving of any notice hereunder shall commence upon the date such notice is deposited in the mail. FLEX FUNDING GROUP DOT Page 14 Initials:~ Initials: ____ _ c§!ewarf ORDER NO: 01148-35462 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. ... ., " • • -< • 118. pg \ " , ... "'' 14:1.512 283 ~ "':~ 47 N ~ :;11e1 0470 l.<19 AC !ICl21 "' m ~ N tiDC.llf 0410 ,(i('.1.01 " .a11111 -18 .. -~ 6J:6t! .. ~ 0180 ..i -m -" s B1d m oc ~ ' ' " " C .. !h -00 -111, )5 I -' ' .. DEWITT 4 LOT SHORT PLAT 210 DUVALL AvENUE, RENTON, WA 98058 LEVEL I DRAINAGE REPORT S: PRELIMINARY TIR JULY 51, 2012 FOR: Mark & Tanya DeWitt 26379 SE 276TH ST RAVENSDALE, WA 98051 BY: PREFERRED ENGINEERING, LLC 11627 SE 58'" STREET BELLEVUE, WA 98006 (206) 501-5708 -1 - 01. -.. 1 ') . ,J lOJ; • Table of Contents TASK 1 THROUGH 5 IS THE PROJECT OVERVIEW AND LEVEL 1 OFF-SITE ANALYSIS TASK 1: DEFINING & MAPPING STUDY AREA: .............................................................................................. 3 TASK 2 : RESOURCE REVIEW ......................................................................................................................... 7 TASK 3: FIELD INSPECTION ......................................................................................................................... 13 TASK 4: DRAINAGE SYSTEM DESCRIPTION & PROBLEM DESCRIPTIONS .................................................... 14 TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS .................................................................. 25 APPENDIX .................................................................................................................................................... 26 A. CORE & SPECIAL REQUIREMENTS DISCUSSION a. Flow Control Discussion and Calculations b. Existing and Proposed Site Conditions Analysis Results Using KCRTS c. Water Quality BMP-Bioswale Design B. DOWNSTREAM ANALYSIS MAPPING C. AS-BUil TS D. RENTON BACKGROUND INFORMATION E BASIN DELINEATION MAPPING F. HYDROLOGICAL CALCULATIONS USING KCRTS -2. The following report provides the Level 1 Downstream Analysis and preliminary TIR report (hereafter called the drainage report) required for preliminary plat review, as well as additional discussion of the City of Renton Core and Special Requirement requirements. This preliminary drainage report will be used later for the development of the full TIR for final engineering plan submittal purpose. The following report shall comply with the City of Renton Amendment to the King County Surface Water Design Manual published February 2010. This project proposes more than 2,000 square feet of new impervious surface and will result in more than 7,000 square feet or more of land disturbing activity. Therefore is subject to the Full Drainage Review criteria and requires discussion of the eight core requirements in Section 1.2 and the six special requirements in Section 1.3. The following Tasks 1 through Task 5 are required to be discussed within the Level 1 Drainage Analysis. TASK 1: DEFINING & MAPPING STUDY AREA: The proposed Dewitt 4 lot short plat development is located generally northeast of the intersection of SE 2nd Place and Duvall Avenue SE in parcel #1523059021. More specifically the project is located at 210 Duvall Avenue SE in the City of Renton. (See Figure 1 map) The existing use of the 1.09 acre lot is as a single family residence with mostly grass cover and blackberries. The proposed plat proposes to develop 4 single family lots within the 4 du/acre allowable land use area. All of the surrounding land uses surrounding the proposed project lot are currently single family residential to the north, west and east. Along the south is the SE 2nd Place frontage and a steep slope to the south of the street that drains eventually into Maplewood Creek. This creek drains much further downstream into the Cedar River. The proposed development will allow access from SE 2n' Place via a private, gated access road that will end at a hammerhead. Frontage improvements along SE 2nd Place is shown to include landscaping and curb/gutter improvements. This drainage report will comply with the 2010 City of Renton Surface Water Design Manual that amends the 2009 King County Surface Water Design Manual. -3 - 1 ! ' t, JSOR H1u N>~lh ',t i? ' -~l1r,dl"i • i ", i 1 ' 1 ,, ' [a'r" RIDG~ I l • ..... • ,\ SElrdSI Sf.lrdS\ \ <,l.)\t>~\ ! J. GFt=:id~l<-,,on•' ~ Pde I Nf }lll!Sl , l l 0 ~ l i 5 • l ! l )'lie UtP1 ~111:PI ' ' i t • NE41hSr-.~· ; M.!rdct } l Ni ht Cl S[141ndSt Figure 1; Vicinity Map Figure 2: Aerial Map -4 - N[ Jrdi'I ~ l N[ ~~1Ct ' ' NfJ,dSI,. ,,, ' "o l -, ' l Nf1nd5t ! • ' l l ! ' ] I i~l3'MPI ~ ~ 5-; ! ! :,;: ~ • ' ! -6 l i "-IH!f'>/'I l __ SE.128th St·"-· l>IE.l!d(I SE 128th • ,-[1ndSl t l ; b ! " 5[•J2nc1St < l ~ ' ~ti3id5! ;N!l, • N< I Nfl11SI z l S!2nd51 S! Ind{! . i , Sf.2rod?! • ~SBrtlPI < ~SE~lhf\ " SESthPI • • ,1.ctl'I-• Project Site Project Site J ·-1 OFFSITE ANALYSIS: Upstream Discussion: An upstream and downstream analysis is provided in the following sections. Upstream areas are primarily from vegetated backyard grass runoff from the east to northeast. The slopes of the upstream areas is generally flat to slightly sloped (less than 1%). Most of the potential offsite runoff is from the east which is grassed or treed areas with roof runoff directed eastward to their own street drainage system. A ditch currently exists fronting SE 2°' Place and conveys runoff from an east to west direction. The basin divide for this runoff is at the 144'" Avenue SE and SE 2°' Place intersection which also has a portion of the 1441h Avenue SE runoff. All upstream runoff is from streets, single family homes and treed/landscaped/grassed areas. The immediate development to the east consists of 9 single family homes with a cul-de-sac. Their drainage is tight lined to the SE 2°' Place which discharges into the existing frontage ditch located along the proposed short plat SE 2°' Place frontage. There does not appear to be any existing runoff treatment or flow control facilities upstream of this proposed plat. In addition, there does not appear to be any indications of past or present erosive processes on the existing site or upstream of the site. Little to no runoff from the northern property line is directed to the project site due to an existing single family development draining towards Duvall Avenue SE and northwards to an existing storm pond fronting NE 1" Street. Downstream Discussion: The downstream analysis is provided in more detail later in a table format and shall extend approximately more than 1/4 mile downstream of the project site. This analysis includes a qualitative evaluation of fish habitat, groundwater levels, groundwater quality, or other environmental features that may potentially be impacted by the proposed project due to it's proximity and project size. A Level 1 analysis is provided for this project site that includes defining and mapping the study area (Task.l), reviewing resources (Task 2), inspecting the study area (Task 3), describing the drainage system and problems (Task 4) and proposing mitigation measures (Task 5). The study area aerial map (see Figure 2) is provided on page 4. A downstream analysis flow direction and basin boundary limits figure is provided. Data was primarily collected from the City of Renton 61 h floor Development Services library, Rentonwa.gov website, USDA (soils) maps and data, from the geo- technical engineering report, from field investigations, and from the King County IMAP database. -S- The following sections (Core Requirement #3 and #8) will be further evaluated and analyzed later during the full drainage review with a final engineering TIR submittal. This preliminary analysis has determined that this plat, according to the 2010 City of Renton Surface Water Design Manual Amendment, shall treat for the new PGIS, infiltrate using trench infiltration and rain gardens with adequate soils available and as recommended by the geotechnical report provided for this project. -6 - TASK 2 : RESOURCE REVIEW Resources reviewed include use of Renton existing and potential flooding and erosion data, as builts and discussions with one neighboring property owner. The following resource review includes any basin plans (basin reconnaissance summary reports), FEMA maps, sensitive areas folios, USDA sols reports, King County Soils Survey, wetland inventory maps, Renton erosion maps, Renton landslide maps, and any Washington State Department of Ecology's latest Clean Water Act Section 303d list of polluted waters. • Basin Reconnaissance Summary Reports: There exists a downstream creek system that empties into the Maplewood Creek and ultimately to the Cedar River. The downstream system has a sediment pond located in the Maplewood Creek area. • FEMA Maps: There exists no floodway or floodplain areas on the project site according to IMAP or FEMA Maps. • Renton Flow Control Application Map: The project site is within the Pre-development Forested Conditions Flow Control area (for matching Proposed to Existing Conditions). The runoff flows into Cedar River via the Maplewood Creek. • Sensitive Areas Folios: o Groundwater Protection Areas: The project area is within the City of Renton stream flow source area. o City of Renton Soils Survey Map: The City of Renton soils in the project area is mostly AgD soils which is Alderwood gravelly sandy loam, 6 to 15 percent slopes. The USDA textural type soils is primarily gravelly sandy loam with an SCS classification of type C soils. o Coal Mine Hazard: The project is not within the City of Renton Coal Mine Hazard Area. o Steep Slope Areas: The project site is not within any steep slope protection areas. Steeps slopes are close by to the south and west of NE 2"' Street frontage road. -7 - o Landslide Flooding Areas: There exists a landslide flooding area to the south of NE 2"' Street and west of Duvall Avenue SE. o Seismic Hazard Areas: There exists no seismic hazard area on the site, but there is a seismic hazard area to the south of NE 2"' Street and west of Duvall Avenue SE. o Erosion Hazard Area: There exists no erosion hazard area on the project site, but there is an erosion hazard area to the south of NE 2"' Street and west of Duvall Avenue SE on the site. o Wetland Areas: There is no SAO wetland in the project area. o Liquidification Area: See Geotechnical report. o Drainage Complaints: There have been drainage complaints upstream of the project area or within the project area. Runoff primarily drains into Maplewood Creek. General Soils Information: The project site is primarily AgC or Alderwood gravelly sandy loam with up to 6 to 15 percent slopes according to the USDA -NRCS soils report. AgC soils typically have very low water capacities that are moderately well drained (about 2.5 inches) with very low to moderately low capacity of it's most limiting layer to trasmit water. Typically a gravelly ashy sandy loam layer is present from Oto 12 inches. Then from 12 to 60 inches a very gravelly sandy loam is present. A soils report was conducted by Dr. CJ Shin a geotechnical engineer from SSEE, Inc. Dr. Shin determined that the infiltration rate is 1.4 inches per hour that includes within the rate a factor of safety of 5. Therefore individual lot BMPs can employ infiltration trenches for roof runoff on lots 1 and 2. The soils report is provided as part of the preliminary plat submittal package. Also the site is located in Renton's stream flow resource area according to the Renton Groundwater Protection Map so infiltration or rain-gardens are allowed for clean roof runoff purposes. Runoff from the driveway and proposed private road shall be collected and routed to the proposed bio-swale. -8 - <,--: C D websoilsurveyNc s.usda.gov,?.p~:V;ec)(,·:~u-.e, ~<p , •!I Googl, 'iii Construction Storm. .. M GmoHm.oi f,omG_. D lirf>ollcd h om( [3 Rnicknti1lT=ch D ... Search S Map Unit legend El) J ~~~~JJ~LJ!ll2l ]!! ..J King County Area, Washington {WA633) @ Map Unit Map Un~ Name Acres In Percent of Symbol AO! AO! A{/C Alderwood 3.5 8 2.9% griwen v sandv loam, 6 to 15 percent slopes AkF AlderNood and 0.7 17.1% Krtsa p s0tl s1 very steep Totals for Area of Inte rest 0 100.0 ~ So ils Map from W eb So il Survey: City of Re nton -9 - ... ' ~. -------·----·--·---::z Q;~ D 0th" boobnom Printab~ Yers>on I Add to Sl,oppiog cart I Q) • Project Site ~r-- ' ), I\ ' \ \ ; J ------L / •J • I r . -~-. ,J.s .. From Rentonwa.gov: Existing Water Information '' 'i::; f '' p t:;-; ' ' • / 5EIJ0-;I'."</: Project Site ·, ' \ ' ·- Project Site From Rentonwa.gov: histing critical areas, water and sewer information -10 - -l_ • . +r-- + -' ' ' --;:_~_I_._! I i ' '' i ' g -'I~-.;----~ 8 ! .- Project Contour Map ~l .ii._ -,-4001- ' ' ! \ ' ? Project site ' ' I , . . --_, , _J ·• , , -. -,;;~-••• _-_-__ L'.\ ;1___1,_Ll_J= r -·1~L _J '~1 : ___ _;,, ·-i \_,-----n--1-1-n• r-u , -1 . . I i . I -·----i'L l ,---ij. r --, ,"_ -. J -, --,, _ J-1~-_!.. __ !, ' -,----r,-\-_J ,L. ·--_-I / / _1 ! : :-,. -1! L ! ·1 I \ .' : ··-..._ _ _., ., I ' ·---I J ' ! ! ~ ! . --· ' ' -' ·-> --~ "'~" ! l . 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I / II R-f I -:.:{ ,---1=-=--1 I i---1 I \ l I I I I I ----\ -------' ---' -...-I _____ _j ) \ • I ( -~i C--/ _!i-- I_ _, ' _, Existing Zoning -11- ,---~---- Project site ~~to!·•i:.,gt~~w-o...Miwl:pdl·A<lul,c~~"·,·~, -, .--:·-·,,--~ fHldiOV-Wi<\-~ City of Renton GIS: Flow control application Map: Green= Forested Conditions for matching Predevelopement Landuse iru,n;;~~·~G"*irn.~ .... ~~-Ad.,l,,i:A<rouli>,o' Fk (dit v-W!mk,,,, Hdp City of Renton GIS: Groundwater Protection Map: Part of Streamflow Source Ar a -12 - Project Site TASK 3: FIELD INSPECTION A field visit was conducted on July 13, 2012 at 3:00 pm and again on August 6, 2012. The weather was in the high sos to low 60s and cloudy on July 13th. Rain occurred earlier in the day with thunderstorms overnight and a downpour occurring in the evening. Soils onsite were moist, but no runoff was present in the ditch system. The downstream CB at Duvall Avenue SE and SE 2"' Place had some trickle of flow entering the catch basin and most likely was discharging to the bluff or down to the creek bottom. The downstream runoff pathway was attempted to be walked but a large amount of blackberries and brush as well as very steep slope on the bluff prevented safe traverse through the thick brush. It is not known if runoff discharges on top of the slope or to the bottom of the creek since the slope is not accessible. It is assumed by researched via City records that no discharge pipe exists downstream to the creek, but a top of bluff discharge most likely occurs from the City system. Downstream of the creek are two ponds that appear to collect gravels, sands and silts. -13 - TASK 4: DRAINAGE SYSTEM DESCRIPTION & PROBLEM DESCRIPTIONS Existing Drainage System Description: The existing drainage from the Dewitt site currently sheet flows southward to the SE 2"' Place frontage ditch. The ditch is currently grass lined. Most of the existing Dewitt landuse is from grassed area, weeds/blackberries and a single family house. There exists no existing treatment facility on the current Dewitt site. The upstream basin boundary is approximately 100 feet east of the 1391• Place SE and SE 2"' Place intersection. The street runoff to the east of this basin divide appears to drain eastward towards the water quality pond on SE 2"' Place. A mixture of trees, grass and single family homes from the 1391• Place SE cul de sac currently discharges into this ditch system. The ditch drains through a culvert and ends up into two existing catch basins located at the northeast corner of Duvall Avenue and SE 2°' Place. Proposed Drainage System Description: The proposed drainage system from the site shall not affect any offsite system. Any offsite system's drainage shall maintain it's current flowpath and will not be diverted by this proposed development. The on-site storm management system proposes to infiltrate the clean roof runoff using individual lot trench infiltration systems for lots 1 and 2 in the backyard. Lots 3 and 4 shall utilize the rain garden option (or other City approved BMP) systems. The runoff from each lot's driveway (PGIS) and the new street runoff shall discharge to a proposed tight lined storm pipe system along the new private access road that will route flows towards the eastern end of the bio-swale. The bio-swale shall be privately maintained and be a wet bio swale type swale due to the flat grades along SE 2"' Place at this location. Upstream Analysis: The upstream basin area draining past the project site's frontage is all from the SE 2"' Place roadway and the 1391 • Place SE cul-de-sac area which is a small development (8 lots) to the east along with trees -14 - (called the, grass and roadway runoff. There is not a significant upstream drainage basin draining towards SE 2°d Place and the ditch fronting the DeWitt property. The south side of SE 2n d Place discharges directly into the south grassed ditch. (See pictures in the following figures.) There does not appear to be much or any indications of erosion or heavy runoff coming from upstream to the onsite ditch system. It is a shallow ditch system. The SE 2"d Place centerline is delineated as a basin boundary line. The eastern border basin line is approximately 100 feet east of the SE 2n d Place and 139th Place SE intersection. FIGURE 1: AT DUVALL AVENUE SE & SE 2ND PLACE BEND -15 - FIGURE 2: LOOKING NOR TH FROM SE 2N o PLACE TO PROJECT SITE . FIGURE 3: LOOKING WEST FROM SE2 ND PLACE FRONTAGE ROAD -16 - FIGURE 4: SE 2ND PLACE FRON TAGE DITCH LOOK ING WEST TO DUVALL -17 - . -... ., ...... -.. ~··· I"_ .. ,-.:-" ',, ~-::, FIGURE 5: DEBR IS CAGE IN LET TO CB AT SE 2N o PLACE & DUVALL AVENUE SE -18 - FIGURE 6: LOOKING EAST FROM SE 2ND PLACE PROJECT SITE FRONTAGE -19 - FI GURE 7: LOOKING DOWN THE DA NGEROUS STEEP SLOPE .FIGU RE 8: VIEW LOOKING AT THE SE 2 No PLACE & DUVA LL AVENUE SE INTERSECTION -20 - Downstream Analysis: A downstream walk was conducted from the project site, towards the natural drainage discharge point westward towards the bend at the intersection of SE 2°• Place and Duvall Avenue SE. Two inlet catch basins (both type ls) are present at this intersection and it appears to discharge over the bluff or to the toe of the steep slope {or to the creek). It is unknown if the runoff on the steep slope is piped or if it is overland flow. There appears to be a recent slide/ scarring west of Duvall Avenue SE that is eroding the top of the slope. This runoff is channelized within a creek system called the Maplewood Creek. There are two creek sediment ponds prior to the system entering the Maplewood Golf Course area next to the Maplewood Treatment Plant. A Y. mile detailed downstream analysis is provided in the following page along with the corresponding map that is provided in the Appendix. This qualitative analysis provides condition assessments downstream as well as structure details, downstream conditions/assessments and distances. The downstream analysis walk was examined from the top of the hillside and at the bottom by walking the creek side via accessing the lower Creek through Maplewood. -21- " Mile Downstream Qualitative Analysis --------~-- ID STRUCTURE TYPE CONDITION NOTES, Slopes, Sizes Distance D.S. 1 Grass roadside ditch on the north side OK structurally, Good condition. No signs of 0 ft. of SE znd Place needs cleaning. erosion in the ditch. Approximately less than 1.0% slope. --- 2 Two type I CBs with inlet grates in OK The type I inlet sump area 130 feet DS asphalt. 12" CMP pipes are directed has sediment filled to the into the CBs. These two CBs are invert of the inlet pipes. within 10 feet of each other. (At Outlet pipe is not visible. intersection of SE 2nd Place and Inspection is impossible due Duvall Avenue SE) to filled sumps full of i · organic and silty debris mostly. Pipe slopes into the structure, as measured using a grade scope, is less than 1%to 1%. 3 Base of steep slope. Top of slope is OK Stream in this area appears 300 feet DS l 00 feet high and is very steep. to be in okay condition, but there are signs of past erosion on the slopes and a scarp is apparent west of Duvall Avenue SE. Slope of ! creek is approximately 5 .3 %. 4 Stream continues for approximately Full of sediment. Slope upstream of the 1630 feet DS 13 20 feet downstream to the next structure is 5% or greater in of discharge main structure which is a sediment the creek. Erosion upstream point. pond. Sediment pond is 'full'. is occurring and evident in i this sediment pond structure. J -· Downstream of the 1,630 feet is another sediment pond located next to Renton's Maplewood Golf Course. The lower sediment pond has sediment in the pond also and is partially full. This sediment pond also has a fish ladder present. The project site area is less than 15% of the overall basin·area at the Y. mile downstream discharge point, therefore there is no reason for a more detailed analysis of Tasks 3, 4 and 5 per Section 2-10 of the City of Renton Surface Water Design Manual. -22- The existing drainage system from the single family site currently infiltrates into the ground or surface discharges into the SE 2°• Place grass ditch. Runoff from the site is not significant or will cause additional problems within the downstream discharge point. It is recommended by the geotechnical engineer to utilize infiltration in the northern two lots and raingarden type concepts in the lower two lots. -23 - Existing Conditions: The existing site conditions within the project site boundary is presently grassed, has a single family home on it or used by blackberries. Most of the site (approximately 85% or more) is grassed or blackberried. The perimeter of the site is vegetated with mostly blackberries. The project site slopes are approximately Oto 4% without any drastic grade breaks present. The site may have in the past been used as a dirt bike area. The frontage roadside ditch is small and appears to convey some upstream areas with mostly residential and street runoff, but not too much upstream area is present since it is less than 2.6 acres. The type 1 CBs located at the intersection of Duvall Avenue SE and SE 2"d Place to the southwest of the project site collects runoff from Duvall and SE 2"d Street's north side of road ditch. The southern half street of SE 2"d Place flows into it's own road side ditch. Proposed Conditions: The project site proposes to develop 4 single family residences. The existing residence will be demolished and the land will be regarded. The project proposes to improve the SE 2"d Place frontage with curb & gutter, sidewalk and a landscaping strip. A new private access roadway will allow the 4 lots to enter from SE 2"d Place via a gated knox box entry and terminate as a hammerhead. It is anticipated that runoff will be intercepted from the upstream areas of SE 2"' Place and will be conveyed separately around the proposed 4 lot short plat's wet bio-swale to treat on-site PGIS runoff. The project proposes to utilize infiltration trenches for the two northern lots and rain gardens for the two southern lots. The proposed drainage system models the fully forested existing peak rate runoff (with forested conditions applied) and demonstrates that the on-site areas are less than 0.1 cfs of runoff increase for the 100 year probability of return by using trench infiltration and raingarden structures for each lot. -24 - TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS The proposed development will have little or no long term impact to the basin or downstream system. The proposed infiltration and rain-gardens to mitigate for fully forested conditions will actually decrease the amount of runoff from the site. The use of the on site BMPs for flow control exemption compliance, per the 2010 Renton Surface Water Design Manual, is complied with for flow control. Since the project proposes to increase PGIS by more than 5,000 sq-ft, then a wet bio-swale shall treat runoff and discharge into the existing discharge location to minimize water quality impacts. Potential temporary problems may occur if the site is left opened up during heavy storm events so erosion and sediment control BMPs must be used during construction if continuous rainfall is expected. A temporary erosion and sedimentation control plan will be created during the final engineering design phase to minimize transport of sediment laden runoff to the downstream system. During construction the use of stabilized entrances, CB inserts to protect downstream inlets and slope/soils erosion BMPs (silt fence, seeding, straw waddles, check dams, plastic covering on stockpiles, etc.) will be utilized to reduce impacts to the downstream storm system and adjacent properties. -25 - APPENDIX -26 - PRELIMINARY CORE AND SPECIAL REQUIREMENTS ANALYSIS SECTION TO BE USED DURING FINAL ENGINEERING DESIGN: Core Requirement #1: Discharge ot the Natural Location This project proposes to discharge to the existing discharge location to the southwest of the parcel. The existing runoff drains south to southwest and along the SE 2"' Place roadside ditch prior to entering the two CBs at SE 2"' Place and Duvall Avenue SE. All proposed runoff shall be the same as the existing runoff pathways. No adverse impacts are anticipated from this development since no diversion of flows is being proposed and flow increases from the lot is expected to be minimal (less than 0.1 cfs increase for the 100 year peak flowrate using Renton's Peak Flow Control Standard for this project area). Core Requirement #2: 0/fsite Analysis An offsite analysis is provided in this report that contains the offsite, upstream and downstream analyses (See Task 1 page 5 and Task #4 page 14). This report provides a Level 1 downstream analysis as required by the Renton Storm-water Manual Section 1.2.2.1 and is contained within Task 1 through Task 5. Core Requirement #3: Flaw Control The project site is proposing over 2,000 square feet of new or replaced impervious surface and is subject to the area specific flow control facility requirement. The project area is within the Forested Conditions Flow Control Standard that mimics forested site conditions as directed by the City of Renton Flow Control Application Map contained in the 2009 Renton Surface Water Design Manual Amendment Reference 11 Maps. Using KCRTS continuous modeling software, this project was mimic'd to match the forested site conditions in order to extract the 100 year return events from the proposed development. The matching peak rates for the proposed development would be to the 100 year return events. Per the Forested Flow Control Standard with matching existing conditions per Renton Surface Water Design Manual Section 1.2, the project proposes to also utilize full infiltration trenches for lots 1 and 2. Infiltration is possible according to the soils report provided with this plat by SSEE, Inc. for the sandy soils. In addition, lots 3 and 4 proposes to utilize the rain garden BMPs. The modeling of each roof area was credited for lots 1 and 2. The modeling of Y, credit is appropriate for lots 3 and 4 for the rain garden BMP. Roofs will propose full infiltration on lots 1 and 2 by using the trench infiltration areas in the back yards with proper setbacks applied to any buildings. Preliminary soils information from a soils engineer specifies that sandy material has a 1.4 in/hr infiltration rate after applying all safety factors on the infiltration capacity of the site soils of 5.0, the rate used for modeling should be 1.4in/hour. -27 - Final design of each individual trench BMP shall follow the 2009 King County Stormwater Design Manual Section C.2.2.5. In general, either infiltration trenches or ground surface depressions with full infiltration shall be designed during final engineering with at least 60 cubic feet of storm-water per 1,000 square feet of impervious surface served. For example, if 3,000 square feet of house is proposed as the footprint, then 180 cubic feet of volume will be provided. The following is the existing and proposed landuse conditions and it's areas used in the KCRTS modeling: De Witt Renton 4 Lol Upstream Contributing Ditch Area Total Area= EXISTING ONSITE BASIN: Within Parcel Total Area= PROPOSED ONSITE BASIN: Impervious (Roads)= Impervious (Houses/clean)= Pervious (Grass) = i31,119.4 sq-ft 47,480.4 sq-ft 5,201 sq-ft 12,000 sq-ft 20,081.16 sq-ft (3.01 ac) {1.09 ac) {0.119 ac) (0.275 ac) (0.461 ac) CREDITS CALCULATIONS: M:N•;s INFILTRATION for LOTS (#1 & #2) TOTAL IMPERVIOUS= MINUS RAIN GARDENS for LOTS (#3 & #4} TOTAL IMPERVIOUS= 11,201 sq-ft (assumes 3,000/lot) 8,201 sq-ft (1/2 credit for RGs) -28 - (Route Around) (0.257 ac) (0.188 ac) EXISTING CONDITIONS PEAK FLOW RATE RESULTS RETURN PERIOD PEAKS{CFS} 100 0.088 • Note: The existing site area was modeled as fully forested. DEVELOPED CONDITIONS PEAK FLOW RESULTS RETURN PERIOD PEAKS(CFS} 100 0.186 • Note: Actual roadway and sidewalk areas were planimetered using cadd. Each lot shall, including the existing home, infiltrate for approximately 3,000 square feet of house/garage. Difference in Existing 100 year to Developed 100 year is less than 0.1 cfs of increased flow after utilizing BMPs for the 4 houses. Since the project discharge area will not generate more than 0.1 cfs of flow increase from the existing site conditions, the project is exempt from a flow control facility as allowed by the City of Renton storm water policy. (See 2009 Renton Surface Water Design Manual Section 1.2.A.) As a matter of fact the project will decrease the 100 year return flow rate since the runoff being mimic'd is the fully forested condition. This runoff will not impact any critical area, any flooding problem or exacerbate any severe erosion problems downstream. Core Requirement #4: Conveyance System This project will safely convey runoff from the site using 12-inch cpep pipe which is acceptable storm pipe by the City of Renton. The pipe system will be on SE 2"' Place and connect into the existing grassed ditch to the west. From the proposed bio-swale, a discharge pipe will connect to the existing CB located on SE 2"' Place and Duvall Avenue SE. From there, the system flows southward downhill to Maplewood Creek and ultimately to the Cedar River. The modeled system will be refined in this section of the Core Requirements upon final engineering design with 'real' invert elevations for the designed catch basin and pipe system. It is anticipated that normal 12-inch to 18-inch storm pipe systems will work well for this small site since minimal upstream -29 - areas enter or pass through the site. An upstream basin analysis will be analyzed later to ensure the constructed storm facility can handle all flows it's system. Core Requirement #5: Erosion and Sediment Control The project proposes to practically utilize erosion and sediment control BMPs to the extent that the site can contain erosion and sediments from discharging downstream/offsite. The site is more than 1 acres so will require a Department of Ecology storm-water discharge permit with a SWPPP and monitoring during construction. The SWPPP and monitoring will be developed by a Certified Erosion and Se.diment Control Lead/ES( supervisor. The erosion and sediment control plans will be developed during final engineering plans submittal. Some BMPs that will be utilized include use of silt fencing, downstream catch basin inserts/protection, straw mats, straw bales, baker tanks (if needed), sediment. trap, construction entrance, wheel washing, debris pile coverings, and water trucks. ESC BMPS that will be used during final engineering design include clearing limits, cover measures, perimeter protection, traffic stabilization, sediment retention, surface water collection, dewatering control and dust control using water tanks. Core Requirement #6: Maintenance and Operation Any future BMPs will be designed in accordance with current City of Renton standards and/or KCSWDM criteria. The O&M of the property will be the responsibility of the property/developer as stipulated within the Renton Storm-water Manual 1.2.6. Maintenance responsibilities will be clearly defined during final engineering design for the Final TIR and will coordinate what facilities and who will be responsible for the built system and for how long. Typically the developer will be responsible for maintaining the system until the City takes over the facility after 2 years of performance. It is understood that the private facility may have inspections by the City and deficiencies must be fixed by whoever is responsible for maintenance. Core Requirement #7: Financial Guarantees and Liabilities The project will post a bond during/ after final engineering in accordance with RMC 4-6-030J via an assignment of funds or certified check. In addition, the applicant shall maintain liability insurance prior to a permit issuance for construction to the amounts of $1,000,000 for commercial general liability insurance with a $2,000,000 aggregate. Copies of this insurance policy shall be provided to the City during/ after final engineering. In addition, the applicant will furnish a Construction Maintenance Bond for any new public improvements to be deeded to the City for 2 years. The bond calculation worksheet will be furnished during final engineering submittal. -30 - Core Requirement #8: Woter Quality Per the 2009 City of Renton Surface Water Design Manual 1.2.8, the project proposes to add more than 5,000 square feet of new PGIS and is proposing to install a bio-swale fronting SE 2°' Place. (2009 Renton Surface Water Design Manual, 1.2.8, page 1-61) The total amount of new pollution generating vehicular surface isslightly over 5,200 squate feet with runoff to be treated for basic water quality by utilizing the wet bio-swale design option during final engineering. A more detailed bio-swale design shall be provided later and the preliminary plans show invert elevations to ensure the system shall drain to the west. There is adequate room in the drainage tract for a bio-swale structure and the swale option does a better job of treating runoff than most other structures. Special Requirement #1: Other Adopted Area Specific Requirements The proposed project's drainage basin is within the Lake Washington WRIA 8 -Cedar Sammamish Watershed that contains Lake Washington also. The City of Renton has adopted the WRIA 8 within it's Ordinance for protection Salmon and other wildlife draining to Lake Washington. Any and all endangered species must comply with the WRIA 8 plan for this basin, which this project is within. The project is located upstream of the two Maplewood Creek sediment ponds. There are a few different sub-basins to be developed along with the final engineering plans. with one coming from the south via the Landing Project that was recently constructed and upstream via the Kennydale Creek system across 1-405 and down to the Garden system. Special Requirement #2: Flood Hazard Area Delineation There exists no flood hazards within the project area or immediately downstream of this discharge location. Special Requirement #3: Flood Protection Facilities There exists no known flood protection facilities in this area, upstream, or downstream. Special Requirement #4: Source Control This project shall not contain any stored materials which may contaminate the land and runoff that may infiltrate into the aquifer. No short or long term gasing trucks, containers, or other flammable or toxic chemicals will be stored on-site without proper containment methodologies. -31 - Special Requirement #5: Oil Control Oil control is not necessary for this development since traffic through the intersection of SE 2"' Place and Duvall Avenue SE does not exceed 1,000 ADT or more. Special Requirement #6: Aquifer Protection Area The proposed project is located in Renton's Resource Stream Flow per the City of Renton Aquifer Protection Mapping. Since the project is within the City's Zone 2 APA, per RMC 4-6-030E, the drainage plan submittals and methods of analysis for drainage into, out and through the property shall have it's final engineering TIR prepared and stamped by a professional civil engineer registered in the state of Washington. The drainage plans will conform to Ordinance 4367 and Ordinance 4851. -32 - KCRTS Program ... File o·irectory: C:\K(_SWDM\KC_DATA\ [C] CREATE a new Time Seh es ST 1.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 dewex2.tsf T 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 Outwash Forest 0.000000 Outwash Pasture 0.000000 Outwash Grass 0.000000 wetland 0.000000 Impervious [C] CREATE a new Time series ST 0.00 0.00 0. 58 0.00 0.00 0.00 0.00 0.45 dewpr2. tsf T 1. 00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000000 Till Forest 0.000000 Till Pasture . 0.000000 Till Grass 0.000000 Outwash Forest 0.000000 outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious [T] Enter the Analysis TOOLS Module [P] compute PEAKS and Flow Frequencies dewpr2. tsf dewpr2. pks [R] RETURN to Previous Menu [c] CREATE a new Time series ST 0.00 0.00 0.58 0.00 0.00 0.00 0.00 24 dewpr2. ts T 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 Outwash Forest 0.000000 Outwash Pasture 0.000000 outwash Grass 0.000000 wetland 00 Im ervious [T] Enter the Analysis TOOLS Module (P] compute PEAKS and Flow Frequencies dewpr2. tsf dewpr2 .pks [R] RETURN to Previous Menu [C] CREATE a new Time series ST 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.19 dewpr2. tsf T 1.00000 T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000000 Till Forest 0.000000 Till Pasture 0.000000 Till Grass 0.000000 outwash Forest 0.000000 Outwash Pasture 0.000000 outwash Grass 0.000000 wetland 0.000000 Impervious [T] Enter the Analysis TOOLS Module [P] compute PEAKS and Flow Frequencies dewpr2. tsf dewpr2. pks fR] RETURN to Previous Menu X] exit KCRTS Program dewitt2.exc ..,, L<'TS 1 $.. 7-0 l ... ~lh- w/ L,,.,s 3 iA = 12,...., 6~ · Page 1 dewitt2.out KCRTS command CREATE a new Time series Production of Runoff Time series Project Location : Seit-Tac computing Seri es : dE~wex2. tsf Regional scale Factor : 1.00 Data Type : Reduced creating Hourly Time serie,s File Loadirg Time series File:C:\KC_SWDM\KC_DATA\STTF60R.rnf Till Forest 1.09 acres Total Area : 1.09 acres Peak Discharge: 0.088 CFS at 9:00 on Jan 9 in Year 8 Storing Time series File:dewex2.tsf Time series computed KCRTS command CREATE a new Time series Production of Runoff Time Series Project Location : sea--Tac computing series : dewpr2.tsf Regional scale Factor : 1.00 Data Type : Reduced creating Hourly Time Series File Loading Time series File:c:\KC_SWDM\Kc__oATA\STTG60R.rnf Till Grass 0.58 acres Loading Time series File:C:\KC_SWDM\KC_DATA\STEI60R.rnf Impervious 0.45 acres Total Area : 1.03 acres Peak Discharge: 0.335 CFS at 6:00 on Jan 9 in Year 8 storing Time series File:dewpr2.tsf Time series computed KCRTS command Enter the Analysis TOOLS Module Analysis Tools command compute PEAKS and Flow Frequencies Flow Frequency Analysis Loading Stage/Discharge curve:dewpr2.tsf Time series File:dewpr2.tsf Project Location:sea-Tac Frequencies & Peaks saved to File:dewpr2.pks Analysis Tools command RETURN to Previous Menu KCRTS command CREATE a new Time series Production of Runoff Time series Project Location : sea-Tac computing series : dewpr2.tsf Regional scale Factor : 1.00 Data Type : Reduced Creating Hourly Time series File Loading Time Series File:c:\KC_SWDM\KC_DATA\STTG60R.rnf Ti 11 Grass O. 58 acres Loading Time Series File:c:\KC_SWDM\KC_DATA\STEI60R.rnf Impervious 0.24 acres Total Area : 0.82 acres Peak Discharge: 0.238 CFS at 6:00 on Jan 9 in Year 8 Storing Time series File:dewpr2.tsf Time series computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools command compute PEAKS and Flow Frequencies Flow Frequency Analysis Time series File:dewpr2.tsf Loading Stage/Discharge curve:dewpr2.tsf Page 1 Project Location:sea-Tac dewitt2.out Frequencies & Peaks saved to File:dewpr2.pks Analysis Tools command compute PEAKS and Flow Frequencies CANCELLED Analysis Tools command RETURN to Previous Menu KCRTS command CREATE a new Time series Production of Runoff Time series Project Location : sea-Tac Computing series : dewpr2.tsf Regional scale Factor : 1.00 Data Type : Reduced Creating Hourly Time series File Loading Time series File:c:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 0.46 acres Loading Time series File:c:\K<:_SWDM\K[_DATA\STEI60R.rnf Impervious 0.19 acres Total Area : 0.65 acres Peak Discharge: 0.186 CFS at 6:00 on Jan 9 in Year 8 Storing Time series File:dewpr2.tsf Time series computed KCRTS command Enter the Analysis TOOLS Module Analysis Tools command comp1..;te PEAKS and Flow Frequencies Loading Stage/Discharge curve:dewpr2.tsf Flow Frequency Analysis Time series File:dewpr2.tsf Project Location:sea-Tac Frequencies & Peaks saved to File:dewpr2.pks Analysis Tools command RETURN to Previous Menu KCRTS command exit KCRTS Program Page 2 Flow Frequency Analysis Time series File:dewex2.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.069 2 2/09/01 18 00 0.019 7 1/06/02 3 00 0.051 4 2/28/03 3 00 0.002 8 3/24/04 21 00 0.030 6 1/05/05 8 00 0.053 3 1/18/06 21 00 0.044 5 11/24/06 4 00 0.088 1 1/09/08 9 00 Computed Peaks dewex2.pks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.088 1 100.00 0.990 0.069 2 25 .00 0.960 0.053 3 10.00 0.900 0.051 4 5.00 0.800 0.044 5 3.00 0.667 0.030 6 2.00 0.500 0.019 7 1. 30 0.231 0.002 8 1.10 0.091 0.082 50.00 0.980 Page 1 , Flow Frequency Analysis time series File:dewpr2.tsf · Project Location:sea-Tac ---Annual Flow Rate (CFS) 0.087 0.061 0.106 0.055 0.069 0.091 0.084 0.187 Peak Flow Rates-·-- Rank Time of Peak 4 7 2 8 6 3 s 1 2/09/01 1/05/02 2/27/03 8/26/04 10/28/04 1/18/06 11/24/06 1/09/08 ~· 00 16 00 i' 00 1' 00 16 00 16 00 3 00 6 00 computed Peaks dewpr2_pks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.187 1 100.00 0.106 2 25.00 0.091 3 10.00 0.087 4 5.00 0.084 5 3.00 0.069 6 2.00 0.061 7 1.30 0.055 8 1.10 0.160 50.00 Page 1 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 ~ w "' 0 0:: z <') (::' 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I • 11 a , • I I I, -It I . ,, Ji I i ,--~ J'· !'.ii -1·, -'I i ~ -J 1 ii~ I ' i'· I .--!f.~ .~ I _,I: I --I t' _: s--1 ... 1 . y.,- 'Sl~]I}/1 Vi• T •' ·-'" ,-,_;-·; - ·,i,_c; I ,, 1 .• 1 1t•.1. I I i 1 -1 - 'I I ' ~-. ~ T µ'(-~1...1 I . , --i-.~ '.\ • \ ,1\ . \ ± \ \ L --. ·--:-~ .... ,_,_..,, -.,. ', 1,. ' -CC~---~ "---'---- .. ·-·:-::--..-~---""-------- ·1 ,,,, '' ,,· ~ •~o'-r _, -I L:_•' """ Ji :i"I .L 1.AIJR'ellllJll:l\T \IIR. ~:l3 / 1'1i:!S. -Ml-52 Y 111!· WT .ffi ., .. c,;~ -- 0 LOT -~' ::,,,~rc ,•L. -~ ,- ' ' --', U)u47 'Ill ,r -_, ,-- .r, '- ~· l!lT6 ~ r ir. ~ ,.,, EXISTING ONSITE BASIN, ,,, ' l --~-=-~-_--~, -.---~?'":::_~_:~~ -, -- \' "' "' ~=!!I I I I ,-' . I- =111 ., I I -- >-u < "' >- .,r ·;uL.t.• 'If ·1 ' t l I I "'- lOT 2 ;----·.· -,,.? 1~--' ,-=· -:-i·_ /,-_jL"-~rt---------- ,- ( I I I -, ' , , lOT 3 --~. :--· ·c=~ 'I I ,· 'L ----·-----. ----~-""'--------' I ,. t __ : L.DT ·4 r I _L~·---------------- " \' ",TRACT • _, ~ -"' '·':'-. !') W' L<"ll"H L[l)'rt lO'tS _-;~i_--·::.,.·="~-~= r ~SEZNDPL- --'=~.:dr-'--- 'r __ 1,L •. ~, -1- PERIIIOUS (TREES) : 47,-4&1.4 Sf (1.09 ACRES) PROPOSED ONSITE BASIN: PER\IIOUS (GRASS) 0.46 AC IMPERVIOUS (ROAOS) 0.119 AC IMPE'.RIIIOUS (CL.£1.N) 0.069 N; lMPER\itOUS (TOTAL} 0.188 N; \t:, \~,- NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1 -800-,t.2,t.-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTIUTI£S BEFORE CONSTRUCTION BEGINS. REvlS1:::>r-..S NO.[ JE~J><'T'O~;ci,.-r, -"'--+------- j~------ -~ i ' ~ •a ~I C,:2 ~~ -a u r & ~ i ,, ·"" ,. . 5l I I •• a Ii ~~ ii a• ~ .. ri ; ~e .:.i ~~ ~ "'"' z I:! " z 'i' f---i <( __J Q_ f--- 0::: (l_ 0 <( I 2 (/) z f--- (j) 0 <( __J m tj- f--- f--- 5 w 0 /:: z ~ 0 u " z ;;a JOB NO.: 2010-??? owe. NA).<L oc,,,n_= DESIGNED BY: = OW,.,WN SY: ~ CHECKED BY, m ~IT ~/1~/.012 DATE OF" PRIN!: -- BSN-01 October 1, 2012 Mr. Mark Dewitt P.O. Box 59763 Renton, WA 98058 Subject: Preliminary Wetland Assessment Dewitt 4 Lot Short Plat Renton, Washington Dear Mr. Dewitt: L'\'·'-\I (' '-.. r I ' •-,-l,,.; CITY OF RENTON RECEIVED OCT 31 2012 BUILDING DIVISION Please review the following results of my wetland assessment for the above-referenced property located at 210 Duvall Ave SE in the City of Renton, King County, Washington. The purpose of the site visit to this property was to assess the presence or absence of wetlands on the subject site. The letter is organized in sections and includes: SITE DESCRIPTION of the subject property (site) and adjacent properties; BACKGROUND INFORMATION that presents existing information about the site and surrounding area; EXISTING CONDITIONS that describes any wetlands and/or uplands on the site; CONCLUSIONS that summarize the results of the wetland assessment; and LIMITATIONS of this project. SITE DESCRIPTION The 1.09-ac site consists of one parcel; number 1523059021 and is located at 210 Duvall Ave SE in the NW quarter of Section 15 Township 23 North Range 05 East in King County, Washington. Currently, there is one single family home situated near the center of the property. A chain link fence surrounds the house and the southern portion of the property is overgrown with a thicket of Himalayan Blackberry. A few scattered trees are located near the edges of the property. The site is currently zoned R-4. Approximate elevation at the site 395 feet (ft) above mean sea level and general topography is relatively flat. A map of this property with addresses shown is provided by King County iMap attached to this letter (Figure 1 ). Across the bordering road to the south (SE 2"d Place), moderately steep topography trends downhill to a Type F stream. The site is surrounded by single-family homes on the north, east, and west sides. r ._ ·, BACKGROUND INFORMATION The following sections of the report present known available information about the planned development, critical areas, and soils. Planned Development Four lots for single family homes. Critical Areas Review of existing available maps is a tool to assess the potential for critical areas to be present on or adjacent to the site. The King County (County) Parcel Report indicates that the site is located in the Cedar River/ Lake Washington watershed, WRIA 8 and the Lower Cedar River drainage basin (King County, 2012). This parcel report is attached to this letter (Figure 2). The King County iMap indicates that no wetlands are mapped on or adjacent to the site (King County, 2012). The National Wetlands Inventory (NWI) also shows no wetlands nearby (FWS, 2012). The Washington State Department of Natural Resources (DNR) Forest Practices Application Review System mapping (2012) indicates a Type F stream and associated riparian wetlands on the south side of SE 2" Place. Soils There are two soil mapping units on the site; Alderwood gravelly sandy loam (AgC), 6 to 15 percent slopes and Alderwood and Kitsap soils (AkF), very steep, 0-70 percent slopes. Refer to Soils Map and Descriptions attached to this letter (Figure 3). Alderwood Soils (AgC) Alderwood soils are made up of moderately well drained soils underlain by a dense till layer typically two to 3.5 feet below the surface. Alderwood soils formed in glacial deposits. Permeability in the Alderwood series is moderately rapid in the surface layer and subsoil. Alderwood and Kitsap Soils (AkF) The Alderwood and Kitsap soils consist of approximately 50% Alderwood gravelly sandy loam and 25% Kitsap silt loam. The Kitsap series consists of very deep, moderately well drained soils formed in lacustrine sediments. Kitsap soils form on terraces and terrace escarpments and have slopes of O to 70 percent on top of parent material including clay, silt, sand and gravel. The remaining material varies and may consist of course textured material. EXISTING CONDITIONS I visited the site on September 9, 2012 to check for the presence of wetlands on and in the vicinity of the site. I characterized the subject property at two locations. Generally, the site is relatively flat. General topography slopes very gently to the south. The eastern portion of the property looks like it may include a man-made drainage course. There is ' very little vegetation in the area of the drainage course and a grove of Honeylocust trees overhead. The following information represents my observations. Wetland Indicator Status Wetland indicator status denotes the probability of individual species of vascular plants occurring in freshwater, brackish and saltwater wetlands in the United States (Reed 1988). • Obligate wetland (OBL). Almost always occurs in wetlands (estimated probability > 99%) under natural conditions • Facultative wetland (FACW). Usually occurs in wetlands (estimated probability 67% -99%), but occasionally found in non-wetlands. • Facultative (FAC). Equally likely to occur in wetlands (estimated probability 34% -66%) or non-wetlands. • Facultative upland (FACU). Usually occur in non-wetlands (estimated probability 67% -99%), but occasionally found in wetlands (estimated probability 1%-33%). • Obligate upland (UPL). Occur almost always (estimated probability> 99% in non-wetlands under natural conditions. Plant Communities Mowed and Unmowed Grass The area within the chain link fence of the existing single family home is largely mowed grass. There are two dogs on the property inside the fence, so I did not enter. The panhandle driveway leading to the chain link fence and gate from Duvall Ave SE consists entirely of dry unmowed orchard type grass ranging from about 1 to 2 ft tall. Middle and Understory The southern half of the site is dominated by a monoculture of Himalayan Blackberry (Ru bus discolor) thicket. Deer have made trails through the thicket and much of the southwestern portion of the site may have been previously disturbed as the ground is heavily compacted and portions not covered by blackberry vines are barren with the exception of low, ground hugging weed species such as Canadian Thistle (Cirsium arvense), Common Morning Glory (lpomoea purpurea), and Common Dandelion (Taraxacum officinale). • Himalayan Blackberry (Rubus armeniacus)-FACU • Canadian Thistle (Cirsium arvense)-FAC • Common Morning Glory (lpomoea purpurea)-UPL • Common Dandelion (Taraxacum officinale)-FACU Wetland Indicator Status per NRCS 2012 National Wetland Plant List for Western Mountains, Valleys and Coast Regions. '' Overstory The western, southern and eastern edges of the property are supporting a few trees; Black Cottonwood (Populus trichocarpa), Honeylocust (Gleditsia triacanthos) and Douglas fir (Pseudostuga menziesii). Growing under the trees are either Himalayan blackberry (Rubus discolor), a few sparse Scotch Broom (Cytisus scoparius), or only the ground hugging weed species spaced very sparsely as mentioned above. Some mature upland species of trees are located on the other side of the road that borders the southern edge of the property. These species are dominated by second growth Douglas fir, Red Alder and midstory native species. • Black Cottonwood (Populus trichocarpa)-Not listed • Honeylocust (Gleditsia triacanthos)-FAG • Douglas fir (Pseudostuga menziesii)-FACU • Scotch Broom (Cytisus scoparius)-Not listed Wetland Indicator Status per NRCS 2012 National Wetland Plant List for Western Mountains, Valleys and Coast Regions. Soil Plot Characterizations Two soil plots were characterized on the subject site. Soil plot #1 is located approximately 20' from the southern and western property lines. Soil plot #2 is located approximately 15' from the eastern property line and 45' from the southern property line. Approximate soil plot locations are labeled on the property map (Figure 1). Soil plot #1 was dug to 18+ inch depth. The top 4 inches is compacted gravelly sandy loam over looser material of the same composition (dry 1 OYR 4/3, manually wetted 1 OYR 3/3) with no redoximorphic features. The soil was dry to the bottom of the pit with no sign of moisture. Common plant species is Himalayan blackberry-FACU. (Refer to Soils Plot #1 photographs attached to this letter-Figure 4). Soil plot #2 was dug to 18+ inch depth. The entire pit was very loose gravelly sandy loam (dry 1 OYR 6/4, manually wetted 1 OYR 4/4) with no redoximorphic features. This area did not appear to have been recently disturbed. The soil was dry to the bottom of the pit with no sign of moisture. Common plant species are Himalayan blackberry-FACU. (Refer to Soils Plot #2 photographs attached to this letter-Figure 4). CONCLUSIONS Weather conditions have been substantially dry for the last two months. Although this is not preferable when reviewing a site for the presence of wetlands, the data gathered such as the site soils as described above, the lack of hydrophytic vegetation and available critical areas documentation support the conclusion that this site is entirely upland. ~, ' . LIMITATIONS Work for this project was performed, and this letter report prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of Mark Dewitt and his assigns for specific application to the referenced property. This report is not meant to represent a legal opinion. No other warranty, express or implied, is made. It should be noted that Leanne Kuhlman relied on information provided by others indicated previously. Leanne Kuhlman can only relay this information and cannot be responsible for its accuracy or completeness. The conclusions drawn in this letter should be reviewed by the appropriate permitting authority prior to committing to detailed planning and design activities. Sincerely, Leanne Kuhlman Landscape architect Wetland ecologist Attachments: Figure 1 -Map of property with property addresses-King County iMap Figure 2 -Parcel report (parcel number 1523059021) Figure 3 -Soils Map and Descriptions Figure 4 -Soils Plot Photographs Highlighted Featu re Shaded Relief County Boundary X Mo untain Peaks Co ntou rs (5ft da rk) ;I 10): Y.l): 10)l -' /~ . .-Otnc: Highway s JV Incorporated Ar ea Streets l l igh·1,•.r1· A ncro!~ Lo:::il Parcel s Lak es and Large Rivers Streams 2009 Color Aeria l Photos (G in) 200 9 Co lor Aer ial Ph otos (12in l Fl&Uf2-E 1 tQ King County • Ki ng County Distric ts and Development Co nditions for parce l number 1523059021 Page ] of 1 lQ King County King County Districts and Development Conditions for parcel 1523059021 Parcel num ber 1523059021 Drainage Lower Cedar River Address 210 DUVALL AVE Basin SE Watershed Cedar River / Lake Jurisdiction Renton Washington Z ipcode 98059 WR IA Cedar-Sammamish (8) K roll Map page 810 PLSS NW -15 -23 -5 Thomas Guide 656 Latitude 47 .48174 page Longitude -122 .15566 Electoral Districts Voting d ist rict RNT 11-3563 ----------Fire district does not apply --------- K ing County C ounci l d i strict District 9, Reagan Dunn (206) 296-1009 tiiJ _W_a_t_er_d_is_t_ri c_t _____ d_o_e_s_n_o_t _a~pp~l~y _____ _ ----------- Congressional district 9 ---------- Leg is I at iv e district ~1=1~-------- School d i strict Renton #403 -=====------ Se a tt I e sch ool board district does not apply (not in Seattle) ---------- District Court el ectora l district Southeast _S_e_w_e_r_d_is_tr_ic_t _____ d_o_e_s_n_o_t _a"""p """pl-=-y _____ _ Wate r & Sewer district does not apply Park s & Recreation does not apply d i stri ct _H_o_s"""pi_ta_l _d _is_tri_ct ___ Public Hospital District No . 1 Rural library district Rural King County Library System Tribal Lands? No King County planning and critical areas designations K ing County zoning Develo12ment cond itions Com12rehe n sive Plan Urban Growth Area Uni ncor12ora ted A rea Council C ommunity Planning Area C oal m ine hazards? E rosion hazards? Land slide hazards? Se is mic hazards? NA , check with W ater service Qlanni ng area jurisd ic tion None Roads MPS zone um T ra ns12orta tion Con currency Urban Management does not apply Forest Production d istri ct? Newcastle Agri cultura l Production di strict ? None mapped Rural cleari ng l i mits a(2pl y? Yes Critical aqu ifer recharge area? None mapped 100-year flood plain? None mapped Wetlands at thi s parcel? T his report was generated on 9nt2012 10:36:02 AM Contact us at giscent er@king county .g o v . © 2010 K ing County does not apply 449 does not apply No No No None mapped None mapped None mapped FlGUf2-E 2 http ://www5.kingcounty .gov/KCGISReports/dd _report _print.aspx?PI = 15 230590 2 1 9/7/2012 • 47"28' 5T 47" 28' 51" 563560 563560 N Hydric Rati ng by Map Unit-King C ounty A rea , Washi ngton (DeWitt Prope rty) 563580 563600 563620 563640 563580 563600 563620 563640 Map Scale· 1:9 14 If printed on A size (B 5" x 11") sheet --==---====Meters 563660 563660 563680 563680 "' ::: F l0Ur<-E 3 A 30 0 5 10 20 ----====-------======:,Feet 70 140 2 10 0 35 USDA Natural Resources =--= Conservation Service Web Soil Survey National Cooperative So il Survey 9nt2012 Pa ge 1 of 6 47" 28' 57' 47" 28' 51 " l:SDA ~''jffi Hydric Rating by Map Unit-King County Area, Washington (DeWitt Property) MAP LEGEND Area of Interest (AOII Area of Interest (AOI) Soils D Soil Map Units Soil Ratings • AIIHydtic • Partially Hydtic • NotHydric • Unknown Hydric • Not rated or not available Poln:lcal Features o Cities Water Features Streams and Canals Transportation +++ Rails ~,.,,,!" Interstate Highways US Routes Major Roads ~ Local Roads Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey MAP INFORMATION Map Scale: 1:914 if printed on A size (8 .5" x 11 ") sheet. The soil surveys that comprise your AOI were mapped at 1 :24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 10N NAD83 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: King County Area, Washington Version 7, Jul 2, 2012 Date{s) aerial images were photographed: 7/24/2006 The orthophoto or other base map on which the soil Jines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 9/7/2012 Page 2 of6 •• • Hydric Rating by Map Unit-King County Area, Washington USDA ")ffi Hydric Rating by Map Unit I AgC I Alderwood gravelly sandy loam, j Partially Hydric j 6 to 15 percent slopes j I A I Alderwood. ~nd Kitsap soils, ] Nol Hydric ; very steep --------------! Totals for Area of Interest Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey DeWitt Property 4_.1--,-I -----8-5.1% I 0.7 ! 14.9% I ---- 4.9 j 100.0% i 91712012 Page 3 of 6 • . ' Hydric Rating by Map Unit-King County Area, Washington USDA -- Description This rating indicates the proportion of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is designated as "all hydric," "partially hydric," "not hydric," or "unknown hydric," depending on the rating of its respective components. "All hydric" means that all components listed for a given map unit are rated as being hydric, while "not hydric" means that all components are rated as not hydric. "Partially hydric" means that at least one component of the map unit is rated as hydric, and at least one component is rated as not hydric. "Unknown hydric" indicates that at least one component is not rated so a definitive rating for the map unit cannot be made. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in "Soil Taxonomy" (Soil Survey Staff, 1999) and "Keys to Soil Taxonomy" (Soil Survey Staff, 2006) and in the "Soil Survey Manual" (Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field. These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the United States" (Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey DeWitt Property 917/2012 Page 4 of 6 • . . Hydric Rating by Map Unit-King County Area, Washington LSDA ·a- Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Absence/Presence Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Absence/Presence" returns a value that indicates if, for all components of a map unit, a condition is always present, never present, partially present, or whether the condition's presence or absence is unknown. The exact phrases used for a particular attribute may vary from what is shown below. "Always present" means that the corresponding condition is present in all of a map unit's components. "Never present" means that the corresponding condition is not present in any of a map unit's components. "Partially present" means that the corresponding condition is present in some but not all of a map unit's components, or that the presence or absence of the corresponding condition cannot be determined for one or more components of the map unit. "Unknown presence" means that for components where presence or absence can be determined, the corresponding condition is never present, but the presence or absence of the corresponding condition cannot be determined for one or more components. The result returned by this aggregation method quantifies the degree to which the corresponding condition is present throughout the map unit. Tie-break Rule: Lower Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey DeWitt Property 9/7/2012 Page 5 of 6 '. Hydric Rating by Map Unit-King County Area, Washington LSDA ectfE The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition lie. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey DevVitt Property 9/712012 Page 6 of6 .. ~ Map Unit Description: Alderwood gravelly sandy loam, 6 to 15 percent slopes- King County Area, Washington Map Unit Description The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called non contrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequenUy they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landfonms or landfonm segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient infonmation for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Dewitt Property 9115/2012 Page 1 of 3 .. , Map Unit Description: Alderwood gravelly sandy loam, 6 to 15 percent slopes- King County Area, Washington Soils that have profiles that are almost alike make up a soi/ series. All the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of a given series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, Oto 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, Oto 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional information about the map units described in this report is available in other soil reports, which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the soil reports define some of the properties included in the map unit descriptions. King County Area, Washington AgC-Alderwood gravelly sandy loam, 6 to 15 percent slopes Natural Resources Conservation Service Map Unit Setting Elevation: 50 to 800 feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 180 to 220 days Map Unit Composition Alderwood and similar soils: 95 percent Minor components: 5 percent Web Soil Survey National Cooperative Soil Survey Dewitt Property 9/1512012 Page 2 of 3 ~ ' .. Map Unit Description: Aldeiwood gravelly sandy loam. 6 to 15 percent slopes- King County Area, Washington Description of Alderwood Setting Landform: Moraines, till plains Parent material: Basal till with some volcanic ash Properties and qualities Slope: 6 to 15 percent Depth to restrictive feature: 24 to 40 inches to densic material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 37 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Very low (about 2.5 inches) Interpretive groups Land capability (nonirrigated): 4s Typical profile O to 12 inches: Gravelly ashy sandy loam 12 to 27 inches: Very gravelly sandy loam 27 to 60 inches: Very gravelly sandy loam Minor Components Norma Percent of map unit: 1 percent Landform: Depressions Bellingham Percent of map unit: 1 percent Landform: Depressions Seattle Percent of map unit: 1 percent Landform: Depressions Tukwila Percent of map unit: 1 percent Landform: Depressions Shalcar Percent of map unit: 1 percent Landform: Depressions Data Source Information Soil Survey Area: Survey Area Data: Natural Resources Conservation Service King County Area, Washington Version 7, Jul 2, 2012 Web Soil Survey National Cooperative Soil Survey Dewitt Property 9/1512012 Page 3 of 3 Map Unit Description·. Alderwood and Kitsap soils, very steep-King County Area, Washington Map Unit Description The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions in this report along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Dewitt Property 911512012 Page 1 of4 , Map Unit Description: Alderwood and Kitsap soils, very steep-K'1ng County Area, Washington Soils that have profiles that are almost alike make up a soil series. All the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of a given series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional information about the map units described in this report is available in other soil reports. which give properties of the soils and the limitations, capabilities, and potentials for many uses. Also, the narratives that accompany the soil reports define some of the properties included in the map unit descriptions. King County Area, Washington AkF-Alderwood and Kitsap soils, very steep Natural Resources Conservation Service Map Unit Setting Elevation: 50 to BOO feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 160 to 220 days Map Unit Composition Alderwood and similar soils: 50 percent Kitsap and similar soils: 25 percent Web Soil Survey National Cooperative SoM Survey Dewitt Property 9/15/2012 Page 2 of4 Map Unit Description: Alderwood and Kitsap soils, very steep-King County Area. Washington Natural Resources Consarvation Service Description of Alderwood Setting Landform: Moraines, till plains Parent material: Basal till with some volcanic ash Properties and qualities Slope: 25 to 70 percent Depth to restrictive feature: 24 to 40 inches to densic material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 37 inches Frequency of flooding: None Frequency of ponding: None Available water capacity: Very low (about 2.5 inches) Interpretive groups Land capability (nonirrigated): 7e Typical profile 0 to 12 inches: Gravelly ashy sandy loam 12 to 27 inches: Very gravelly sandy loam 27 to 60 inches: Very gravelly sandy loam Description of Kitsap Setting Landform: Terraces Parent material: Lacustrine deposits with a minor amount of volcanic ash Properties and qualities Slope: 25 to 70 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available watercapacity: High (about 11.4 inches) Interpretive groups Land capability (nonirrigated): 7e Typical profile O to 5 inches: Ashy silt loam 5 to 24 inches: Ashy silt loam Web Soil Survey National Cooperative Soil Survey Dewitt Property 9/1512012 Page 3 of 4 ""',, Map Unit Description: Alderwood and Kitsap soils, very steep-King County Area, Washington 24 to 60 inches: Stratified silt to silty clay loam Data Source Information Soil Survey Are;a: Survey Area Data: Natural Resources Conservation Service King County Area, Washington Version 7, Jul 2, 2012 Web Soil Survey National Cooperative So~ Survey Dewitt Property 9/15/2012 Page 4 of 4 ;. -. ... . SO IL PLOT #1-SOU THWESTERN CORNE R OF SUB J ECT PROPERTY (F IGURE 4) View of so il plot # I Canadian Thi stl e (Cerse um arvense) Himalayan blackberry thi cket (R ubus armeniacus ) View of soi l pit .... -... I SOIL PL OT #2-SOUTHEASTERN CORNER OF SUBJECT PROPERTY (FIGURE 4) View of soil plot #2 looking north View of so il plot #2 lookin g south Himalayan blackberry thicket (Rubu s armeniacus) View of soil p it 1216rpt REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED 4-LOT PLAT DUY ALL A VE SE, RENTON, WA S&EE JOB NO. 1216 JUNE 12, 2012 ocr -s 2uu S&EE TABLE OF CONTENTS Section 1.0 INTRODUCTION ............................................................................................................................................... I 2.0 SCOPE OF SERVICES ....................................................................................................................................... I 3.0 SITE CONDITIONS ............................................................................................................................................ 2 3.1 SURFACECONDITIONS.......................................................................................................... . ........ 2 3.2 GEOLOGIC INFORMATION ........................................................................................................................... 2 3.3 COAL MINE, LANDSLIDE AND EROSION HAZARDS..................... . .............. 2 3.4 TEST PIT FINDINGS ....................................................................................................................................... 3 4.0 CONCLUSIONS AND RECOMMENDATIONS .............................................................................................. 4 4.1 GENERAL ......................................................................................................................................................... 4 4.2 SPREAD FOOTING..................................................... .. .............. 4 4.3 LATERAL EARTH PRESSURES ..................................................................................................................... 5 4.4 SITE PREPARATION, STRUCTURAL FILL AND SURF ACE DRAINAGE.... .. 7 4.5 STORM WATER INFILTRATION ................................................................................................................... 8 4.6 TEMPORARY AND PERMANENT EXCAVATIONS .................................................................................... 8 4.7 SLAB SUPPORT ............................................................................................................................................... 8 4.8 FLEXIBLE PAVEMENT .................................................................................................................................. 9 4.9 SEISMIC CON SID ERA TIONS .... .. ... I 0 4.10 ADDITIONAL SERVICES ........................................................................................................................... 10 5.0 CLOSURE .......................................................................................................................................................... 11 FIGURE I: SITE LOCATION MAP FIGURE 2: SITE AND EXPLORATION PLAN FIGURE 3: SURCHARGE LOAD ON SUBSURFACE WALLS APPENDIX A: FIELD EXPLORATION LOGS AND KEY l216rpt S&EE Stice SOIL & ENVIRONMENTAL ENGI:\EERS, INC. 16625 Redmond Wav Suite ~1124. Redmond. Washington 98052 (4251868-5868 Mr. Mark DeWitt 4735 NE 4th Street Renton WA. CC: Mr. Phil Kitzes Mr. Steve Lee Dear Mr. DeWitt: June 12, 2012 Report Geotechnical Investigation Proposed 4-Lot Plat 210 Duvall Avenue SE, Renton, WA We are pleased to present herewith our Report of Geotechnical Investigation for the referenced project. Our services were authorized by you on May 14, 2012, and have been provided in accordance with our proposal dated May 11, 2012. We appreciate the opportunity to provide our services. Should you have any question regarding the contents of this report or require additional information, please call. 1216rpt Very truly yours, SOIL & ENVIRONMENT AL ENGINEERS, INC. C. J. Shin, Ph.D., P.E. President {-12-1 L S&EE REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED 4-LOT PLAT SE z@ PLACE, RENTON, WA for Mr. Mark DeWitt 1.0 INTRODUCTION We present in this report the results of our geotechnical investigation for the proposed development. The site is located at the current address of210 Duvall Ave SE in Renton, Washington. A site location map is shown in Figure 1 and a site and exploration plan is shown in Figure 2, both are included at the end of this report. We understand that the proposed development will involve 4 single-family lots. For the purpose of this study, we have assumed that the structural load of future houses will be typical of residential homes. 2.0 SCOPE OF SERVICES The purpose of our investigation is to develop geotechnical recommendations regarding site preparation and foundation support. Specifically, our services included: I. Exploration of soil and groundwater conditions underlying the site by the excavation of 4 test pits. 2. Review of published information about coal mine and landslide and erosion hazards. 3. Recommendations regarding type of foundation support. 4. Recommendations regarding active and at-rest earth pressures to be used for the design of retaining structures. 5. Recommendations regarding passive soil resistance and coefficient of friction for the resistance of lateral loads. 6. Recommendations regarding temporary and permanent cut slopes. 7. Recommendations regarding support for slab-on-grade. 8. Recommendations regarding pavement design. 1216rpt S&EE 9. Recommendations regarding type of soil for seismic design. 10. Recommendations regarding site preparation, including removal of unsuitable soils, suitability of onsite soils for use as fill, fill placement techniques, and compaction criteria. 11. Five copies of this geotechnical report containing a site plan, test pit logs, a description of subsurface conditions, and our findings and recommendations. 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The property is located in a residential area. Southeast 2nd Street borders the site to the south and single- family residences border the site to the east, north and west. The site surface is relatively flat. Currently, a single-family residence occupies the site. At the time of this report, the area around the house is covered with grass lawn, and the area between the house and the street is covered with thick bushes. A steep slope is present across the street (SE 2"d Street) to the south of the project site. The slope is about 50% to 100% in inclination and drops about 100 to 150 feet in elevation. At the time of our field exploration, the slope surface is covered with thick vegetation. We did not observe any obvious sign of slope instability. 3.2 GEOLOGIC INFORMATION Published geologic information (Geologic Map of The Renton Quadrangle, King County, Washington by D.R. Mullineaux, 1965) indicates that the site area is underlain by Ground Moraine Deposits (Qgt). The material is mostly ablation till over lodgment till. Lodgment till is a compact, coherent, mixture of sand, silt, clay and gravel; commonly termed hardpan. Ablation till is similar but less compact and coherent. 3.3 COAL MINE, LANDSLIDE AND EROSION HAZARDS Sensitive Areas Map published by King County indicates landslide and erosion hazards near the southwest corner of the project site. The map also shows that the nearest coal mine hazard area is about 2 miles from the site. 1216rpt 2 S&EE 3.4 TEST PIT FINDINGS The subsurface conditions underlying the site were explored by the excavation of 4 test pits, TP-1 to TP-4. The approximate test pit locations are shown on Figure 2. Details of the field exploration program and the test pit logs are included in Appendix A. Our test pits reveal that the site is covered by about one foot of topsoil. The soils under the topsoil include a 2-to 3-feet thick layer of surficial soil and then glacial deposits. The surficial soils consist of loose to medium dense sand and silty sand. The glacial deposits include slightly cemented, dens to very dense, silty sand with gravel and cobbles (hardpan). Seepage of groundwater was encountered in TP-3 at a depth of 8.5 feet. The seepage rate was estimated at about 2 gallons per minute. 1216rpt 3 S&EE 4.0 CONCLUSIO"S AND RECOMMENDATIONS 4.1 GENERAL I. It is our opinion that the proposed development is feasible from a geotechnical standpoint. We further believe that conventional spread footings can be used for foundation support. 2. The surficial soils are mostly silty in nature. These materials are moisture-sensitive. As such, earthwork in wet weather will be difficult. Details of our recommendations are presented in the following section. 4.2 SPREAD FOOTING Spread footings should penetrate topsoil and be founded on native sand and silty sand that are at least medium dense. Recommendations for footing design and construction are presented below. Allowable Bearing Loads: Footings may be desi.,'lled using an allowable bearing load of 2,000 psf (pounds per square feet). This value includes a safety factor of at least 3, and can be increased by one-third for wind and seismic loads. Settlement: Interior column footings designed in accordance with the above recommendations are expected to experience approximately 1/2 inch of total settlement. Continuous wall footings should experience settlement of about l /4 to 1/2 inch. Differential settlement between adjacent footings is expected to be about 1/4 inch. The settlement will occur rapidly, essentially as the loads are applied. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the footing sides and the friction at the contact of the footing bottom and bearing materials. The former can be obtained using an equivalent fluid density of 250 pounds per cubic foot (pcf), and the latter using a coefficient of friction of0.5. These values include a safety factor of 1.5. Footing Construction: Footing subgrade will likely be disturbed by excavation. As such, we recommend that the subgrade be re-compacted to a firm and non-yielding conditions using a mechanical compactor. The compaction should be observed by an engineer from our office. Our engineer will confirm the bearing capacity of the subgrade material and provided recommendation for subgrade preparation, if necessary. If our test pits coincide with the future footing locations, the upper 4 feet of the backfill in the test pits should be removed and the pits backfilled with structural fill. 1216rpt 4 S&EE All exterior footings should be founded at least l 2 inches below the adjacent finished h'Tade to provide protection against frost action, and should be at least l 8 inches in width to facilitate construction. 4.3 LATERAL EARTH PRESSURES Lateral earth pressures on retaining walls or permanent subsurface walls, and resistance to lateral loads may be estimated using the following recommended soil parameters: Equivalent Fluid Unit Weight (PCF) Coefficient of Friction Active At-rest Passive Native Soils or 40 50 250 0.5 Structural Fill Note: Hydrostatic pressures are not included in the above lateral earth pressures. The active case applies to walls that are permitted to rotate or translate away from the retained soil by approximately 0.002H, where H is the height of the wall. This would be appropriate for a cantilever retaining wall. The at-rest case applies to unyielding walls, and would be appropriate for walls that are structurally restrained from lateral deflection such as basement walls, utility trenches and pits. SURCHARGE INDUCED LATERAL LOADS I) Additional lateral earth pressures will result from surcharge loads from floor slabs or pavements for parking that are located immediately adjacent to the walls. The surcharge-induced lateral earth pressures are uniform over the depth of the wall. Surcharge-induced lateral pressures for the "active" case may be calculated by multiplying the applied vertical pressure (in psf) by the active earth pressure coefficient (Ka). The value of Ka may be taken as 0.3. The surcharge-induced lateral pressures for the "at-rest" case are similarly calculated using an at-rest earth pressure coefficient (Ko) of 0.5. For surcharge loads that are not adjacent to the wall, the induced lateral earth pressure will depend on the magnitude of the surcharge and the distance from the wall. Such induced lateral load can be estimated using the equations shown on Figure 3. 1216rpt 5 S&EE 2) The slope-induced lateral earth pressure can be accounted for by increasing the effective height of the wall by one-half the slope height. 3) The traffic-induced lateral earth pressure can be accounted for by increasing the effective wall height by 2 feet. SEISMIC INDUCED LATERAL LOADS Seismic induced lateral loads should be included for the design of retaining walls with imbalanced lateral loads. The dynamic force can be assumed to act at 0.6 H above the wall base. The magnitude can be calculated as SH (psf), a unif01n1 load over wall height H. BACKFILL IN FRONT OF RETAINING WALLS Backfill in front of the wall should be structural fill. The material and compaction requirements arc presented in Section 4.4 of this report. The density of the structural fill can be assumed to be 130 pounds per cubic feet. BACKFILL BEl--llND RETAINING WALLS Backfill behind the wall should be free-draining materials which are typically granular soils containing less than 5 percent fines (silt and clay particles) and no particles greater than 4 inches in diameter. The backfill material should be placed in 6 to 8-inch thick horizontal lifts and compacted to at least 95 percent of the maximum density in accordance with ASTM D-1557 test procedures. Care must be taken when compacting backfill adjacent to retaining walls, to avoid creating excessive pressure on the wall. DRAINAGE BEHIND RETAINING WALLS Rigid, perforated, PVC drainpipes should be installed behind retaining walls. Drainpipes should be at least 4 inches in diameter, covered by a layer of uniform size drain gravel of at least 12 inches in thickness, and be connected to a suitable discharge location. An adequate number of cleanouts should be installed along the drain line for future maintenance. 1216rpt 6 S&EE 4.4 SITE PREPARATION, STRUCTURAL FILL AND SURFACE DRAINAGE Site preparation should begin with stripping vegetation and topsoil of the structural areas including the driveway, buildings and slabs. The subgrades should then be thoroughly proof-rolled using heavy construction equipment. Areas which are found to be loose or soft, or which contain organic soils should be over-excavated. An engineer from our office should observe the proof-rolling and evaluate the over- excavation requirements. After stripping, over-excavation and excavation to the design grade, the top 12 inches of the native soils should be re-compacted to at least 92% of their maximum dry density as determined using ASTM D-1557 test procedures (Modified Proctor test). Structural fill can then be placed in the over-excavation and fill areas. The structural fill materials should meet both the material and compaction requirements presented below. Material Requirements: Structural fill should be free of organic and frozen material and should consist of hard durable particles, such as sand, gravel, or quarry-processed stone. The on-site sandy soils are suitable for structural fill. These soils are moisture-sensitive and should be moisture- conditioned to+/-2% from their optimum moisture contents prior to use. Suitable imported structural fill materials include silty sand, sand. mixture of sand and gravel (pitrun), and crushed rock. The use of quarry spalls and crushed recycled concrete should be evaluated by our engineer. All structural fill material should be approved by our engineer prior to use. Placement and Compaction Requirements: Structural fill should be placed in loose horizontal lifts not exceeding a thickness of 6 to 12 inches, depending on the material type, compaction equipment, and number of passes made by the equipment. Structural fill should be compacted to at least 95% of the maximum dry density as determined using the ASTM D-1557 test procedures. SURF ACE DRAINAGE The site surface should be graded so that surface water is directed away from the structural areas. Standing water should not be allowed. Final site grades should be sloped away from the building unless the area is paved, or yard drains installed to collect surface runoff. 1216rpt 7 S&EE 4.5 STORM WATER INFIL TRA TI0"1 Due to the presence of steep slope near the south side of the project site, we recommend that storn1 water infiltration at the southern two lots be avoided. On the other hand, the northern two lots are located over 200 feet from the steep slope and thus infiltration would not impose adverse impact on the slope. Based on our knowledge of the subsoils, we recommend that infiltration facilities be designed with an infiltration rate of 1.4 inches per hour. This value includes a safety factor of 5. 4.6 TEMPORARY AND PERMANENT EXCAVATIONS When temporary excavations are required during construction, the contractor should be responsible for the safety of their personnel and equipment. The followings cut angles are provided only as a general reference: For temporary excavations less than 3 feet in depth, the cut bank may be excavated vertically. For temporary excavations greater than 3 feet in depth, the cut should be sloped no steeper than lH: IV (one horizontal to one vertical). Flatter slopes for all temporary cuts may be required if seepage occurs. All permanent slopes should be no steeper than 2H: l V. Water should not be allowed to flow uncontrolled over the top of any slope. Also, all permanent slopes should be seeded with the appropriate species of vegetation to reduce erosion and maintain the slope stability. 4.7 SLAB SUPPORT Assuming that the site is prepared per recommendations presented in Section 4.4 of this report, all slabs can be soil-supported. We envision that the slab subgrade will be disturbed and loosened by construction activities at the time of slab construction. We therefore recommend that the slab subgrade be proof-rolled prior to concrete placement. Any wet and loose areas should be over-excavated and backfilled with structural fill. In order to promote uniforn1 support and provide a capillary break, we recommend that slabs be underlain by a 6 mil. vapor barrier over a 4-inch thick layer of free draining gravel. 1216rpt 8 S&EE 4.8 FLEXIBLE PAVEMENT We recommend that the subgrade for flexible pavement be prepared in accordance with the recommendations presented in Section 4.4 SITE PREPARATION. Based on the subsoil conditions. we believe that the prepared subgrade will have a California Bearing Ratio (CBR) of at least 12. We therefore recommend the following flexible pavement sections for light and medium traffic conditions: Light traffic (Daily EAL~ 5 or less): 2 inches asphaltic concrete over 4 inches base course Medium traffic (Daily EAL ~ 20 to 80): 3 inches asphaltic concrete over 6 inches base course The base course should be compacted to at least 95 percent of the maximum dry density as determined by ASTM 0-1557 test method. The material should meet WSDOT aggregate specification 9-03.9(3) and have the following gradation: Sieve Size Percent Passing 1 Vi-inch 100 5/8-inch 50-80 1/4-inch 30-50 US No. 40 3-18 US No. 200 7.5 max. % Fracture 75 min. 1216rpt 9 S&EE 4.9 SEISMIC CONSIDERATIONS We recommend that Site Class C as defined in the 2009 !BC be considered for the building design. The site is underlain by dense soils. As such, the liquefaction potential is negligible. 4.10 ADDITIONAL SERVICES Additional services may be required during the design and construction of the project. We envision that these additional services may include the following: 1. Review of design plans. 2. Provision of construction monitoring services. The tasks of our monitoring service typically include the followings: 2.1 Monitoring of site preparation. 2.2 Monitoring of foundations installation. Our representative will confirm the capacity of the foundation bearing soils, and will assist the contractor in evaluating the over-excavation requirements, if any. 2.3 Monitoring the placement and compaction of structural fill. Our representative will confirm the suitability of the fill materials, perform field density tests, and assist the contractor in meeting the compaction requirements. 2.4 Monitoring the installation of subsurface drains. Our representative will confirm that these drains are installed in accordance with our recommendations. 3. Other geotechnical issues deemed necessary. 1216rpt 10 S&EE 5.0 CLOSURE The recommendations presented in this report are provided for design purposes and are based on soil conditions disclosed by field observations and subsurface explorations. Subsurface information presented herein docs not constitute a direct or implied warranty that the soil conditions between exploration locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the explorations will not be revealed. The recommendations outlined in this report are based on the assumption that the development plan is consistent with the description provided in this report. If the development plan is changed or subsurface conditions different from those disclosed by the exploration are observed during construction, we should be advised at once so that we can review these conditions, and if necessary, reconsider our design recommendations. 1216,pt 11 S&EE S&EE Su.quam1sh 0·,,·I J1&r11 B;,r aa,<?br.'dffe lsl."!n<l Bainbridge Island ,n Manchester cd 'Gig Harbor 1da!e ® Umversi;y Place Va::.hon ,_: .. ,.,;,errn.,~r ~r ~,;a,(',: c,~m~e .... ,~e.~,.'J,~'. "'' Tacoma :-1iacoom Lakewood Mountlake Terrace Shoreline Seattle Kenmore Woodinville Cottage Lake Kingsgat,e Kirkland Redmond Sammamish PVde Hill Bellevue -Wer,t Liike ·~ Mercer Sammamish Island Newcastle Du,..,a!I Lake Mar<:el-Stillwater FallC•ty ... ___ Cougw Issaquah Sr.oqualmie Sh0rewood Burien SeaTac Des Moines Woodmont Beac!1 Federal Way ~ ~·fr"•"ll,11n R-enion Renlon Highlands Cascade-Fairwood East Hill-Mendian Kent Auburn Covmgton Lakeland South Fife Waller Edgewood Sumner Puyallup Bonney Lake lllor1!1 Be-n::: • "."1st<rMQt1r.1ain S1at<!! F<'Jf~!'.t Hobar1 Enumclaw ©2012 Google,--Uap data ©2012 Google· Figure i Site Location Map i 00 i :J:;) ·-··------ 0 ~----------------~ -0TP-3 -....---• r • . 1-0 TP-4 I . :-I '-.., __ • -----r· ·~·~ /° ~·· I I I I f I I I ,, • -0TP-2 0TP-1 J ·. ''_.,.-..,_:'"--· _.; .. ;_·.:-·_. -·-· ....... -·-·--;¢ c ___ --- ·"'6------------------.... 0 S&EE Job no. 1216 -$-TP-1: Test pit number and approximate location 40 67 ----. i..\l \j. I inch ~ 40 feet N 80 Figure 2 Site and ExplorationPlan 0 ~ -""-m 10.1 ..... ~ i--.. -, --r-...... --..;; -, -...... ['-,,.. -, ,, \ ·, m,o.5~ / 0.2 m,0.1---{/ j,I, '\ ~ m ,o.3/ :,: '-N " C u. 0.6 0 w ::::, ..J .,: > 0.8 1.0 0 A ~ V / ~I ) V , I / /, / I I j ,I / .2 .4 .6 VALUE OF O"H ( ~) L FOR m i. 0.4, O"H(HJ-0.20n ~ -(0.16+n2 )2 pH, 0.55QL FOR m >Q.4, a; (H), 1.2sm2n R H "Oi:: (m2 t-n2J2 {J RESULTANT P ' 0 ·64 OJ '"""""'"',., H ( m 2 + I I m 0.1 0.3 0.5 0.7 .8 PRESSURES FROM LINE LOAD QL {BOUSSINESQ EQUATION MODIFIED BY EXPERIMENT) Reference: Foundations and Earth Structures, Design Manual 7.2, Department of the Navy, May 1982 R .GOH .GOH .56H .48H 1.0 0 02 0,1 OB H ~ ~ '\ --f...::---' F m, 0.6 )\ ', \ m,0.2-o (Ji \ , '/ I , ../ "'2:,0.4 I V I i/ m Wr R f 0.2 .78 .59H 0.4 .78 .59H r/ 0.6 .45 .48H I J .5 1.0 1.5 VALUE OF "H ( H2 I Op POINT LOAD Op Op x,mH "H R FOR m:00.4, H2 028n2 "H('Op)' (O~<-n2)3 FOR m >0.4, O'. (~), l.77m 2 n 2 H Op (m2<-n2)3 "H'' "H cos 2 , 1.1e1 ..,.-.~-,-JI ..J 1 SECTION A-A PRESSURES FROM POINT LOAD Op (BOUSSINESQ EQUATION MODIFIED BY EXPERIMENT) Calculation of Surcharge Loads on Subsurface Walls Figure 3 APPENDIX A FIELD EXPLORATION AND LOGS The soil conditions underlying the project site were explored by the excavation of 4 test pits on May 19, 2012. The approximated test pit locations are shown on Figure 2 -Site and Exploration Plan which is included at the end of this report. The test pits were excavated with a KX 080 trackhoe. A representative from S&EE was present throughout the exploration to excavate the test pits and log the subsurface soil conditions. All test pits were backfilled with the excavated soils. The backfill were placed in 2-foot thick lifts and compacted with the trackhoe bucket. Test pit logs are presented in this appendix. A chart showing the Unified Soil Classification System is included at the end of this appendix. 1216rpt 12 S&EE "" ID ~ £ "-ID Cl 0 2.5 5 7.5 10, Client: Exploration Method· Exploration Date: S&EE Job No 1216 £ -"' 0 ii} "' t Cl TEST PIT TP-1 ~ "' ~ "' (J ID "' "' :::, Soil Description SM Brown and dark brown silty sand with some gravel and roots (topsoil) ; ; SM; Brown silty fine sand, trace fine to medium gravel (moist)(loose to medium dense) '' '' i , I '' SM Grayish brown silty fine to coarse sand with fine to coarse gravel, trace cobbles (moist)(dense to very dense)(slightly cemented)(glacial till) : : ' , ; I I ! Mr. Mark DeWill KX080 Excavator May 19, 2012 Excavation terminated at a depth of 10 feet. No caving occured, no groundwater encountered during excavation. Figure A-1 Proposed 4-Lot Plat at SE 2nd Place ,s il- Cl ! ~ "' 0 2.6• 5 111 'i I' , . I 111 i I 11 I : 11 111 11 ! 11 11 i i 11 !!1 0 -Q 1 V) 0 "' ::, SM SM 10 : __ --__ , __ --__ -1ll'__ Client Exploration Method: Exploration Date. S&EE Job No 1216 Mr. Mark DeWil/ KX080 Excavator May 19, 2012 TEST PIT TP-2 Soil Description Brown and dark brown silty sand with some gravel and roots (topsoil) Brown silty fine sand, trace fine to medium gravel (moist)(loose to medium dense) Grayish brown fine to coarse sand with fine to coarse gravel, trace silt (moist)(dense)(slightly cemented) Gray silty fine to coarse sand with fine to medium gravel (mo1st)(dense to very dense)(slightly cemented)(glac1al till) Excavation terminated at a depth of 10 feet. No caving occured, no groundwater encountered during excavation. Figure A-2 Proposed 4-Lot Plat at SE 2nd Place "' ~ ,I!! ~ ,s g 0 2.6 1 5 7.5: 2 ' ' 10 I ___ 1 ___ J __ Client: Exploration Method: Exploration Date: S&EE Job No. 1216 ,s -!!:i 0 g .Q §_ "' .!',> @-"' 0 ~ s "' 11 SM 11 1 11 111 111 i I! I; I ii I 11: ·~ Mr. Mark DeWill KX080 Excavator May 19, 2012 TEST PIT TP-3 Soil Description Brown and dark brown silty sand with some gravel and roots (topsoil) Brown fine to medium sand, trace fine to medium gravel, trace silt (moist)(loose to medium dense) Grayish brown silty fine to coarse sand with fine to coarse gravel (moist)(dense )(slightly cemented)(glacial till) Gray fine to coarse sand with few fine to medium gravel, trace silt, trace cobbles (moist)(dense) -seepage rate about 2 gallons per minute at 8.5 feet Excavation terminated at a depth of 9 feet No caving occured during excavation. Groundwater seepage encountered at a depth of 8.5 feet. Figure A-3 Proposed 4-Lot Plat at SE 2nd Place TEST PIT TP-4 Soil Description I 'SM Brown and dark brown silty sand with some gravel and roots (topsoil) I' I SM Brown silty fine sand, trace fine to medium gravel (moist)(loose to medium dense) 2.6: 5 ' ' ' 11 111 11: : I 'I I 11 11 11. 1 111 1 I ' 10 I ___ I_ __ J __ --__ ~· ~~- Client: Exploration Method: Exploration Date: S&EE Job No. ~216 Mr. Mark DeWill KXOBO Excavator May 19, 2012 Grayish brown tine to medium sand, trace fine to medium gravel, trace silt (moist)(medium dense) Grayish brown silty fine to coarse sand with fine to medium gravel, trace cobbles (moist)(dense)(slightly cemented)(glacial till) Excavation terminated at a depth of 10 feet. No caving occured, no groundwater encountered during excavation. Figure A-4 Proposed 4-Lot Plat at SE 2nd Place UNIFIED SOIL CLASSIFICATION SYSTEM 11 . ~ ~--. DESCRIPTION. ,-MAJOR DIVISIONS ---J 1 0 GV'I WELL-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, -+---C-L_E_A_N--~ -J-- 0 LITILEORNOFJNES ~~~~----, GRAVELS (f) ~zo~~ >-~w en • GP POORLY-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, {LITTLE OR _J ~ i= z w 4 ~ _J e LITTLE OR NO FINES NO FINES) W I u ~ ~ ~ ~ -0 S' w > Z<(IOO W ....,N <ff:1-w N Cl) -iu.i SILTYGRAVELS,GRAVEL-SAND-SILT GRAVELS <( Iw«> a;a;' 1i'w MIXTURES 0:: 1-(I) w 1:!:! _;,i. ""'. 0 ~ > WITH FINES (') i;!«DW -o w .~ ad~ wz z 2~ CLAYEYGRAVELS,GRAVEL-SAND-CLAY (APPRECIABLE ~u...., :1:w -u..a MIXTURES AMOUNT OF FINES) ~-~ <( 0 ~ ------00 0:: ~~ WELL-GRADED SAND OR GRAVELLY SANDS, CLEAN i=>-(') xz <1:!z I z-t LITTLEORNOFINES SANDS ;:s~ ... ~~ W <{~ ~~ POORLY-GRADED SANDS OR GRAVELLY SANDS, (I.ITTLEOR ~6~ ~~ fQ ~ffi 1-o (f) <i'zW <(-. ,ft LITTLE OR NO FINES NO FINES) O ~ ~ ~ ~ ....1.... <( ir'"' :J w z :iff::~ ~£ 0 ~~ £~ SILTYSANOS,SAND-SILTMJXTURES ~ SANDS ~ t;;lli~~ ;0w~ CJ !a~-t~ WITH FINES (f) ««~W ~ "' ~si ~~ en~ CLAYEY SANDS, SANO-CLAY MIXTURES A~6J'N;Eg~A~~~sJ &!55 INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SIL TY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY wr++--r==~ INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY I SILTS & CLAY\ I (f) "'w _J ~~ c3 U) z5 "w t;d ~~ CLAYS, SANDY CLAYS, SIL TY CLAYS, LEAN CLAYS ORGANIC SILTS AND ORGANIC SILT-CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SIL TY SOILS, ELASTIC SIL TS lr--.1<il---+---cc~ INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS 1 =~===~=~~ ~~===--·-·~ ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SIL TS ;;;;;;J.----J-- PEAT AND OTHER HIGHLY ORGANIC SOILS DEPTH OF GROUNDWATER DURING EXCAVATION S&EE LIQUID LIMIT LESS TH:-~ SIL TS & CLAYS LIQUID LIMIT GREATER THAN 50 -~"' 0 ~~ (f) I!'~ 0 :i~ w u..?;i Z ~o ;;: ;/ z 0::: I~ (') ~ cc LU Fffi z ~j =>" oC ~ t; g~ w" I::, f-"' -o< lL ~a I ~~ HIGHLY ORGANIC SOILS SOIL CLASSIFICATION CHART AND KEY TO TEST PIT LOG