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LUA 07-119_Report 01
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I~ ; I j • i ' ' 11 -! ~ ' ' ' " I 1q•n1 ' j\ Pqn! m ~ npir I~ ~ Ii I I I 3 qr t H · (!;I TREE RETENTION ANP TREE PLANTING PLAN DALPAY sµoRT PLAT =~ ------ ' -~-"'ii --;~- •i STATEOFWASHINGTON,COUNTYOFKING} AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Rcprc8entativc uf the Renton Reporter a bi-weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a bi-weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the ex.act form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on November l 0, 2007. The full amount of the fee charged for said foregoing publication is the sum of $126.00. Jar~ 'i:inda M ~ Mtls J;p,;, P;it'Z """'""''' ............. ,, Legal Advertising Representative, Renton Reporter ~----0--{ OAl,S~ 11,1 Subscribed and sworn to me this 15th day of November, 20()$° "' .... ,,''\ON''t!!11 11 Q 11/ =~~ .... ~s .. ,.,,, ' ' (') -.:;~ z,, -,: / .11 -; ~, 0"1Aft'J,. r.p(('/,;. }~,, " _A ~ A I/_.... .,, _.,.,_ --~ 0 +' cl' 1 ~ ~u -~ -@ Z .,,.. ,.., (., - er the State of Washington, Residing in Cc{~n., 'fd~{~~~J(? / "1';. 1111 ~ ,,,,' . -_) 1, I' :.C-.. 111111\\\\\, ,'\'\ ,, ''O ,,,~ 11 1 F wr,, ,, .·· I\\\\\\\\\'-'. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMinu; & PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Commi11cc hafi issued a Determination or Nrn1-Signiti- cance-Mitigated for the following project under the authori1v of the Renton Munici- pal Code. - Dalpay Phase Ill Preliminary Pla1 LUA07-l 19. PP, ECF Location: 1801 Redmond Placl,'; NE. The applicam is requesting Prelimi- nary Plat approval arn_l lnvirnnmrnta! {SEPA) Review for 1he subdivision of an existing 72J32 square foo, lot 7nncd Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes a11d a stream are located on the prnjccl si1e and would he pniler!ed in n scnsi1ivr area tract. The project site was rrL"vi- ously part or 1hc Dolpay Estnles Div II short plat (LUA0.1-12.'i), which wa~ recorded in Scp1<!mher or 2005 (r.::n-Hd ing # 20050927900007). A~ the ~ire was previously parl nf a sulxlivision that was rcrnrdcd less than .'i year-" ago. the cmTent subdiYi~ion is required tu be reviewed as a rreliminary plat. Appeals of the cnvironm:::n1al determina- tion must be filed in writing on ur tx·fore 5:00 PM on Novemher ~7. 2007. Aprcals musl be filed in writing rogt!her with 1ht: required $75.00 application fee with: Hear ing Examiner, City of Renton. l O.'i.5 South Grady Way, Rcnwn. WA 980.F ,\ppcals to the Examiner arc governed hy City of Renton Municir:11 Code Scs:tHm -i-X-1 I O.H Additional i11forni.1Ci()r, rl'g.nrding the appt'a! process may be nb1aincc\ from tht· Remon City Clerk's OfJk.:, (---1-2."i) 430·6510. <<IF APPLICAGLE::>> A Public Hearing will be held hy the R('lll- on Hearing Exruniner in rh;:: Council Cham- bers. City Hall, on Deccmba 4. 2007 at 9:00 AM to consider 1he Preliminary PIHi. If the Environmentii! Deierminalion i~ ap pealed, the appeal wi 11 he heurd as part nf thi.-. public hearing. lntcrc~(l'd partic~ .ire invited to attend the public hearing. Publi.~hed in the Renton l~cponcr Novemher In, 2007. #8(,44 ! q Aleanna Kondelis Cramer NW, Inc. PARTIES OF RECORD DALPAY PLAT PHASE 3 LUA07-119, PP, ECF Jim Dalpay, Jr. Sing H Ong 945 N Central Avenue ste: #104 Kent, WA 98032 Dalpay & Associates Construction, Inc. PO Box 2436 Renton, WA 98059 tel: (206) 399-6302 (owner/ applicant) 1807 Redmond Place NE Renton, WA 98056 tel: ( 425) 226-3998 (party of record) tel: (253) 852-4880 eml: ale@cramernw.com (contact) Cheryl Webber Vel Dyke Realty, Inc. 5500 Rainier Avenue S Seattle, WA 98118 tel: (206) 725-5791 (party of record) Updated: 11/06/07 James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 98031 tel: (253) 850-0934 (party of record) (Page 1 of 1) April 14, 2008 Jim Dalpay, Jr. Dalpay & Associates Construction, Inc. PO Box 2436 Renton, WA 98059 Re: Dalpay Preliminary Plat Phase III LUA 07-119, PP, ECF Dear Mr. Dalpay: ,~·1:'"/ ' ',, ... ) This letter is written as a follow-up to letter dated March 27, 2008. Hearing Examiner Fred J. Kaufman The above referenced matter has been dismissed for failure of the applicant to pursue the application. If this office can provide any additional assistance, please feel free to write. Sincerely, .-i Fred J. Kaufman v Hearing Examiner City of Renton cc: Denis Law, Mayor Jay Covington, CAO Lawrence Warren, City Attorney Neil Watts, Director Development Services Jennifer Henning, Development Services All Parties of Record 1055 South Grady Way· Renton, Washington 98057 -(425) 430-6515 @ I his pc\per LCOr!lams 50% recyr:lill materiel! 3U% post corsllmi::·1 I"-"> E··. c~:r .L ~ \i!l· .. I): •y 1,\ __ (_) /(;1,.. .•. x· + ( i_t< t >:>;:. ) •. Hearing Examiner Fred J. Kaufman ~u~ Denis Law, Mayor -1::\'\,''f'-..i)Y'-----;.._--------------------------·- March 27, 2008 Jim Dalpay, Jr. Dalpay & Associates Construction, Inc. PO Box 2436 Renton, WA 98059 Re: Dalpay Preliminary Plat Phase III LUA 07-119, PP, ECF Dear Mr. Dalpay: This matter has been pending since the initial public hearing was opened on December 4, 2007. A number of issues were left outstanding when the matter was continued. No further information has been submitted to resolve the outstanding issues. The applicant has not pursued the application. Code provides the Examiner with authority to dismiss such an application after notice to the parties of record. "Section 4-8-1 OOF-5 5. Application Dismissal: Until a final action on the application is taken, the Examiner may dismiss the application for failure to diligently pursue the application after notice is given to all parties ofrecord." This letter serves as notice that the application is being dismissed for failure of the applicant to diligently pursue the application. If this office can provide any additional assistance, please feel free to write. 'Ua~r--- Fred J. Kaufman Hearing Examiner City of Renton cc: Denis Law, Mayor Jay Covington, CAO Lawrence Warren, City Attorney Neil Watts, Director Development Services Jennifer Henning, Development Services All Parties of Record 1055 South Grady Way-Renton, Washington 98057 -(425) 430-6515 @ This paper contc1ins SO'Yo recycled material, 30% po~t consumer \ H !-, _\ D () f T; i i'. 1 :, • •. i ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE November 5, 2007 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Terry Higashiyama, Community Services Administrator I. David Daniels, Fire Chief Alex Pietsch, EDNSP Administrator From: Jennifer Henning, Development Planning Meeting Date: Monday, November 5, 2007 Time: 3:00 PM Location: Sixth Floor Conference Room #620 Agenda listed below. Bretzke 4-Lot Short Plat (Petzel) LUA07-113, SHPL-A, ECF Application for environmental review for a four lot subdivision in the R-4 zone. The existing house will remain. The existing house will remain and proposed density would be 3.5 du/acre. The current parcel size is 81,138 square feet (1.86 acres) and contains 31,121 square feet of Category 2 wetland. Three significant trees will be removed. Proposed lot sizes range from g,531 to 52,711 square feet. Two lots will directly access NE 10th Street and two lots will be accessed via a joint private use road with the neighboring Rogers Short Plat to the east. Street improvements along NE 10th will be required. Dalpay Preliminary Plat Phase Ill (Ding) LUA07-119, PP, ECF The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dal pay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. cc: K. Keolker, Mayor J. Covington, Chief Administrative Officer S. Dale Estey, EDNSP Director® C. Walls, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner B. Van Horne, Fire Prevention ® J. Medzegian, Council P. Hahn, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 27th day of November, 2007, I deposited in the mails of the United States, a sealed envelope containing Preliminary Report to the Hearing Examiner documents. This information was sent to: Name Ale Kondelis Contact Jim Dalpay Jr. Owner/Applicant Sing H. Ong Party of Record Cheryl Webber Party of Record James Jaeger Party of Record (Signature of Sender): , ~ ....Jaa,v' STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker Representim1 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: il-,;>1-07 Project Name: Dalpay Preliminary Plat Phase Ill Project Number: LUA07-119, PP, ECF CIT' OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator 0"~(\'Y (~) ~ ·~ + ~ ::!! < Kathy Kcolkcr, Mayor ~)N'tO')''-------------------------------- November 27, 2007 Aleanna Kondelis Cramer NW, Inc. 945 N Central A venue # 1 04 Kent, WA 98032 SUBJECT: Dalpay Preliminary Plat Phase III LUA07-119, PP, ECF Dear Ms. Kondelis: This· letter is to inform you that the appeal period ended on November 27, 2007 for the Environmental Review Committee's (ERC) Determination of Non-Significance -Mitigated for the above-referenced project. If no appeals are filed on the ERC determination, the decision will be final. If the ERC determination is appealed, the appeal will be heard as part of the Hearing Examiner public hearing scheduled on December 4 2007, where Site Plan Conditions may also be issued. The applicant or representative(s) of the applicant are required to be present. Enclosed is a copy of the Preliminary Report to the Hearing Examiner for your review. Please note that the applicant must comply with all ERC Mitigation Measures outlined in the ERC Report dated November 26, 2007. If you have any questions, please feel free to contact me at (425) 430-7382. For the Environmental Review Committee, /? " I! '--1/ 'JI· <-;/Js.-1 11. d/--<u-~ ~ill K. Ding Senior Planner Enclosure cc: Jim Dalpay, Jr./ Owner Sing H Ong, Cheryl Webber, James Jaeger/ Party(ies) of Record -------l-05_5_S_o_ut_h_G_ra_d_y_W_a_y ___ R_e_nt-on-,-W-as-hi-ng_t_on-9-80_5_7 ______ ~ @ This pape!'"contains 50% recyded ma!Erial, 30% post consumer AHEAD OF THE CURVE COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 4, 2007 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Dalpay Preliminary Plat Phase Ill PROJECT NUMBER: LUA07-119, PP, ECF PROJECT DESCRIPTION: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording# 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes and an unnamed stream are located on the project site and would be protected in a sensitive area tract. HEX Agenda 12-4-07.doc PUBLIC HEARING City of Renton Department of Planning I Building I Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Applicant/Owner: Contact: File Number: Project Description: Project Location: December 4, 2007 Dalpay Preliminary Plat Phase Ill Jim Dalpay, Jr., Dalpay & Associates Construction, Inc., PO Box 2436, Renton, WA 98059 Aleanna Kondelis, Cramer NW, Inc., 945 N Central #104, Kent, WA 98032 LUA-07-119, PP, ECF Project Manager: Jill K. Ding, Senior Planner The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording# 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes and an unnamed stream are located on the project site and would be protected in a sensitive area tract. 1801 Redmond Place NE City of Renton PIBIPW Departm DALPA Y PRELIMINARY PLAT PHASE Ill Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF PUBLIC HEARING DA TE: December 4, 2007 Page 2of9 B. HEARING EXHIBITS: Exhibit 1: Project file ("yellow file"} containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Neighborhood Detail Map (dated 9/512007) Exhibit 3: Preliminary Plat Map (dated 9/27/2007) Exhibit 4: Tree Retention and Planting Plan (dated 8/28/2007) Exhibit 5: Road Improvement/Drainage/Grading Plan (dated 8/7/2007) Exhibit 6: Zoning Map sheet D5 East 1/2 (dated 2/28/2007) Exhibit 7: ERG Mitigation Measures C. GENERAL INFORMATION: 1. Owner of Record: Jim Dalpay, Jr., Dalpay & Associates Construction, Inc., PO Box 2436, Renton, WA 98059 2. Zoning Designation: Residential -8 (R-8) Dwelling Units per Acre 3. Comprehensive Plan Land Use Residential Single Family (RSF} Designation: 4. Existing Site Use: Vacant 5. Neighborhood Characteristics: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Commercial Arterial (CA) zoning West: Single family residential; R-8 zoning 6. Access: Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. 7. Site Area: 72,332 square feet (1.66 acres) 8. Project Data: Existing Building Area: New Building Area: Total Building Area: Area N/A N/A N/A D. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Dalpay Estates Division 2 Short Plat Hexrpt 07-119.doc Land Use File No. N/A NIA NIA LUA03-125 Ordinance No. 4070 5099 5100 NIA Comments NIA NIA NIA Date 6/1/1987 11/0112004 1110112004 9/2712005 City of Renton P/BIPW Departm DALPAY PRELIMINARY PLAT PHASE Ill Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF PUBLIC HEARING DA TE: December 4, 2007 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-11 O: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Page 3of9 Section 4· 7 ·050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-160: Residential Blocks -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies. 2. Community Design Element. G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The proposal would result in the creation of 4 lots and one open Native Growth Protection Tract (NGPE). The project site is located south of NE 1 g'h Street and west of Redmond Court NE and is zoned Residential -8 (R-8) dwelling units per acre. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Protected slopes and an unnamed stream are located on the central portion of the project site and would be protected within an NGPE. No development is proposed on the protected slopes or within 30 feet of the stream. The grading would be limited to the construction of the proposed private street and utilities. Approximately 200- 300 cubic yards of grading is proposed. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on November 5, 2007, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated Hexrpt 07~119.doc City of Renton PJB/PW Departm DALPA Y PRELIMINARY PLAT PHASE Ill PUBLIC HEARING DA TE: December 4, 2007 Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF Page 4 of 9 (DNS-M) for the Dalpay Preliminary Plat Phase Ill. The DNS-M included 6 mitigation measures. A 14-day appeal period commenced on November 13, 2007 and ends on November 27, 2007. As of the composition of this report no appeals of the threshold determination have been filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES 1. The construction of new single family residences shall maintain a 25-foot buffer from the edge of the protected slope, unless based on appropriate subsurface exploration and slope stability analysis a geotechnical engineer concludes that the 25-foot buffer may be reduced. 2. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the 2005 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 3. The storm drainage system for this project shall be required to comply with the requirements found in the 2005 King County Surface Water Design Manual. 4. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. The fee is estimated at $2,123.04. 5. The applicant shall pay a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00. 6. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is estimated at $1,952. 4. STAFF REVIEW COMMENTS Representatives from various City departments have reviewed the application materials to identify and address site plan issues from 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 the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the subdivision: A. Compliance with the Comprehensive Plan Designation. The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. Lands in the RSF designation are intended to be used for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger subdivision, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single-family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies: Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family neighborhoods. The proposal project for four lots would arrive at a net density of 4.25 dwelling units per net acre on the project site, which is within the density range required. The proposal to re-subdivide the Dalpay Estates Division 2 parent parcel into a total of 8 lots would arrive at a net density of 4.5 dwelling units per net acre, which is within the density range required. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. Hexrpt 07-119.doc City of Renton P!BIPW Departm DALPAY PRELIMINARY PLAT PHASE ff/ Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF PUBLIC HEARING DATE: December 4, 2007 Page 5 of 9 All of the proposed lots equal or exceed the minimum lot size of 5,000 square feet. Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. The proposed new lots would meet the required lot size, width, and setbacks area. Policy LU-154. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. The proposed lots are oriented such that all of the lots would have access to a public right-of-way. Approval of this application would not decrease the quality of life for residents in the immediate vicinity. Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The proposed short plat would subdivide one existing parcel into four lots. Four new residences would be constructed on the new lots, updating the housing stock in the existing neighborhood. B. Compliance with the Underlying Zoning Designation. The 1.66-acre site is designated Residential -8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of 4 new single-family residential units. Density-The R-8 zone requires a minimum density of 4.0 dwelling units per net acre (du/ac) and permits a maximum density of 8.0 dwelling units per net acre. Net density is calculated after public rights-of-way, private access easements, and critical areas are deducted from the gross acreage of the site. After the deduction of 520 square feet of private streets, and 30,866 square feet of critical areas, the proposal for 4 lots would result in a net density of 4.25 dwelling units per acre (4 lots I 0.94 acres = 4.25 du/ac). In addition, staff reviewed the proposed subdivision in the context of the previously approved Dalpay Estates Division 2 Short Plat. The proposal to subdivide the parent Dalpay Estates Division 2 parcel into 8 lots would result in a density of 4.5 dwelling units per acre. The proposed subdivision would comply with density requirements for the R-8 zoning designation. Lot Dimensions and Size -The minimum lot size required in the R-8 zone is 5,000 sq ft for parcels that total less than 1 acre in net area. The minimum lot width required is 50 ft for interior lots and 60 feet for corner lots, and a minimum lot depth of 65 feet is required. The proposed plat would create four lots, Lot 1 would have a lot area of 8,140 square feet, Lot 2 would have a lot area of 12,985 square feet, Lot 3 would have a lot area of 10,929 square feet, and Lot 4 would have a lot area of 7,462 square feet. All of the lots would be interior lots as none of the lots abut a public street. The proposed lots would have lot widths ranging from 67 feet to 90 feet. The proposed lots would have lot depths ranging from 84 feet to 223 feet. As proposed the new lots would comply with the City's minimum lot size, width and depth requirements. Setbacks -In the R-8 zone, the minimum front and side yard along street setbacks are 15 feet for the primary residence and 20 feet for an attached garage, the minimum interior side yard setback is 5 feet and the minimum rear yard setback is 20 feet. The proposed lots appear to contain adequate area to provide for the construction of single family residences after the consideration of the setback requirements. Compliance with these setback standards will be verified prior to the issuance of individual building permits. Building Standards -The R-8 zone permits one single family residential structure per lot. Each of the proposed lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 sq ft each, or one per lot at 1,000 sq ft in size. Accessory structures are permitted only when associated with a primary structure located on the same parcel. Building height in the R-8 zone is limited to two stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is 35% or 2,500 square feet, whichever is greater. Hexrpt 07-119.doc City of Renton PIB/PW Departm DALPAY PRELIMINARY PLAT PHASE Ill PUBLIC HEARING DA TE: December 4, 2007 Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF Page 6of9 The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. Parking -Each detached dwelling unit is required to provide two off-street parking stalls per unit. The proposed building pads appear to be adequately sized for the provision of the required parking. Landscaping -The City's landscaping regulations require the installation of landscaping within the public right-of-way. The minimum amount of landscaping required for sites abutting a non-arterial public street is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. A determination has been made that if no additional area is available within the public right- of-way due to required improvements, the 5-foot landscaped strip may be located within private property abutting the public right-of-way. The project site does not abut any public street frontages; therefore the 5- foot landscape strip is not required. Two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 -8 feet in height (conifer) are required to be planted within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted with the project application. The landscape plan proposes to plant two Autumn Brilliance Serviceberry trees within the front yard areas of Lot 3 and 4. A total of 4 evergreen trees are proposed to be retained and one 6-7-foot tall Shore Pine is proposed to be planted within the 15-foot front yard area of proposed Lot 2. The submitted plan did not include any trees within the front yard area of proposed Lot 1. The landscape plan shall be revised to include two trees within the front yard area of proposed Lot 1. Staff recommends as a condition of approval that a revised landscape plan be submitted prior to the approval of the final plat showing two trees within the 15-foot front yard area of proposed Lot 1. The revised landscape plan shall be submitted to the Development Services Division project manager for review and approval. The applicant will be required to submit a detailed landscaping plan to the Development Services Division for review and approval prior to the issuance of a building permit. C. Compliance with Subdivision Regulations Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement per the requirements of the Street Improvement Ordinance. As proposed, the lots appear to comply with arrangement and access requirements of the Subdivision Regulations. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Proposed Lot 1 would be oriented to provide its front yard facing to the north, Lot 2 would be oriented to provide its front yard facing to the south, and Lots 3 and 4 would be oriented to provide their front yards facing to the north. Staff recommends as a condition of approval that a note be placed on the face of the final plat map identifying the orientation of the front yards of each of the new lots. Each of the lots would satisfy the minimum lot area and dimension requirements of the R-8 zone. When considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single family homes. Property Corners at Intersections: There are no property corners at intersections. Access and Street Improvements: Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 is proposed via a 20-foot wide private access street off of Redmond Court NE. Private streets are permitted to serve a maximum of 6 lots provided a minimum of two lots abut a public right-of-way. A joint use driveway is permitted to provide access to a maximum of two lots and is required to have a minimum easement width of 20 feet. The existing 20-foot wide access easement off of NE 191h Street currently is approved to provide access to Lots 1-5 of the Dal pay Estates Division 2 Short Plat that was previously approved. The current project is a re-subdivision of Lot 5 of the Dalpay Estates Division 2 Short Plat. The proposal to provide access to Lot 1 of the proposed subdivision would result in a total of 5 lots accessing off of the easement, which would not exceed the maximum number of 5 lots that were permitted to access off the easement permitted under the Dal pay Estates Division 2 Short Plat. Hexrpt 07-119.doc City of Renton P/B/PW Departm DALPAY PRELIMINARY PLAT PHASE Ill PUBLIC HEARING DATE: December 4, 2007 Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF Page 7 of 9 The existing 20-foot wide access easement off of Redmond Court NE was approved as a part of the Veldyke/Webber Short Plat (LUA05-065) to provide access to a maximum of two lots (one of which being Lot 5 of the Veldyke/Webber Short Plat). Therefore, the proposal to provide access to three additional lots (Lots 2-4) proposed to be created under the current subdivision would exceed the maximum number of lots approved to take access off of the existing 20-foot wide easement. In order to provide access to three additional lots, the easement would need to be widened to 26 feet with 20 feet of paving or a Modification to the City's Street Standards would need to be granted. Staff recommends as a condition of approval that a revised plat map be submitted prior to final plat approval widening the existing access easement proposed to provide access to Lots 2-4 to 26 feet with 20 feet of paving or that a Modification to the City's Street Standards be requested and granted by the Development Engineering Supervisor. To mitigate impacts to the local street system, the Environmental Review Committee imposed mitigation on the project in the form of the requirement for payment of a Traffic Mitigation Fee. The Traffic Mitigation Fee is based on $75 per net new average daily trip attributed to the proposed subdivision. The proposed 4 new residential lots would be expected to generate approximately 38.28 new average weekday trips (4 new homes x 9.57 trips per home= 38.28). The fee for the proposed plat is estimated to be $2,871 (38.28 total trips x $75.00 = $2,871) and is payable prior to the recording of the plat. Topography and Vegetation: The topography across proposed Lot 1 is relatively flat with a gradual slope towards the protected slope areas located within the proposed NGPE. The topography across Lots 2-4 slopes to the southwest at an average grade of 11 percent. In addition, the topography across the central portion of the site slopes down to a ravine with grades in excess of 40 percent. With the project application, the applicant submitted a Geotechnical Report prepared by Dennis Joule, dated January 16, 2004. The Environmental Review Committee adopted the recommendations found in the submitted geotechnical report as mitigation. A Stream Study prepared by Alder NW, dated November 19, 2007 was submitted for the proposed project. A stream was identified within the ravine located on the central portion of the project site. The stream was classified as an intermittent Class 4 stream. A Class 4 stream requires a 35-foot stream buffer; however the City's Critical Areas Regulations require that when a stream buffer falls within a protected slope, the buffer shall extend to the top of the slope. According to the submitted stream study, portions of the 35-foot required stream buffer falls within the protected slope; therefore where the stream buffer falls within the protected slope area, the buffer extends to the top of the protected slope. No development is proposed within the protected slope or the stream buffer area. To protect the critical areas located on the project site, staff recommends as a condition of approval that a Native Growth Protection Easement shall be recorded over the protected slopes, Class 4 stream, and associated buffer area (Tract A} prior to or concurrent with the recording of the final plat map. To notify future residents of the Dalpay Preliminary Plat Phase Ill of the presence of the critical areas, staff recommends as a condition of approval that the edge of the protected slopes, Class 4 stream, and associated buffer be delineated with a split rail fence and identified with signage as approved by the Development Services Division Project Manager. A fencing and signage detail shall be submitted to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The fencing and signage shall be installed prior to the recording of the final plat. The project site is currently forested with a variety of trees, shrubs, and ground cover. RMC 4-4-070 indicates that existing trees and other vegetation shall be used to augment new plantings for landscaping where practical, and RMC 4-7-130 requires that a reasonable effort should be made to preserve existing trees. A Determination was made by the Director of Development Services that the retention or replacement of 25% of the existing trees would achieve these requirements. A significant tree retention plan was submitted with the project application. According to a tree retention plan that was submitted by the applicant, a total of 96 significant trees are located on-site outside of the NGPE, of those 24 would be required to be retained or replaced. The tree retention plan identifies 44 significant trees that are proposed to be retained, which would comply with the retention requirements. To ensure that none of the trees proposed to be retained are damaged during construction, staff recommends as a condition of approval that the trees proposed to be retained are shown on each of the plans submitted as a part of the Utility Construction Permit Application and that protection measures for the trees to ensure survival during construction of the project be submitted for review and approval by the Development Services Division project manager. Hexrpt 07-119.doc City of Renton P/BIPW Departm DALPA Y PRELIMINARY PLAT PHASE Ill PUBLIC HEARING DA TE: December 4, 2007 Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF Page 8 of 9 Temporary Erosion and Sediment Control Plan (TESCP) and the use of Best Management Practices would serve to mitigate potential erosion and off-site sedimentation impacts. The project application includes a Construction Mitigation Plan, which is subject to final approval prior to the issuance of construction permits for the project. Due to the potential for erosion to occur from the project site during construction, the Environmental Review Committee adopted a mitigation measure requiring that erosion control be installed in accordance with the 2005 Department of Ecology Stormwater Management Manual. Relationship to Existing Uses: Single family residential homes surround the subject site. The proposed detached single family residences would be compatible with the surrounding development. D. Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the applicant's provision of Code required improvements and fees. These fees paid would help offset any additional impacts to emergency services generated from this development. To mitigate impacts to the local street system, the Environmental Review Committee imposed mitigation on the project in the form of the requirement for payment of a Fire Mitigation Fee. The Fire Mitigation Fee is based on a rate of $488.00 per new single family lot. The fee is estimated at $1,952.00 ($488 x 4 = $1,952.00) and is payable prior to the recording of the plat. Schools: The site is located within the boundaries of the Renton School District No. 403. According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed plat would potentially result in 2 additional students (0.44 X 4 = 1.76). Storm Drainage/Surface Water: A Technical Information Report prepared by Cramer Northwest, Inc., dated August 13 2007 was submitted with the application materials. According to the report the existing drainage currently sheet flows to the ravine located on the central portion of the project site, where it becomes a small stream, which flows towards NE Sunset Blvd. The submitted report concludes that the proposed project is exempt from detention and water quality improvements per the 1990 King County Surface Water Design Manual. Due to potential downstream drainage problems, the City's Environmental Review Committee imposed a SEPA mitigation measure that requires the project to comply with the 2005 King County Surface Water Design Manual. Applicant will be required to tightline all roof downspout systems and footing drains to a storm system. A geotechnical report dated January 16, 2004 was submitted. A revised report shall be required with the Utility Construction Permit submitted as the report recommends that the roof and footing drains be tied into the neighboring storm vault being built by the Veldyke/Webber Short Plat. It is not clear if this in option or if both parties have agreed to this. The Surface Water System Development Charges are based on a rate of $759.00 x 4 single-family homes. The estimated fees based on the proposed plat are $3,036.00. Payment of these fees will be required prior to issuance of utility construction permit. Water and Sanitary Sewer Utilities: The subject site is located within the City of Renton water service area. An 8-inch water main will be extended to the east property line within a 26-foot utility and access easement provided by the Veldyke/Webber Short Plat. An 8-inch sewer main is being extended from NE 19'" internally into the short plat. Available fire flow from the dead end main will be 1,250 gpm. The proposed project is located in the 300 Water Pressure Zone and is outside an Aquifer Protection Zone. Static pressure in the area is approximately 80 psi. Fire flow requirement for single-family residences under 3,600 square feet, including garage is 1,000 gpm. Hydrants are required within 300 feet of all structures. Existing hydrants to be counted as fire protection will be required to be retrofitted with a 5-inch storz quick disconnect fitting. Additional fire flow and hydrants are required if the total square footage of the new single-family structures are greater than 3600 square feet. Lots 2, 3, and 4 will require residential fire sprinkler systems. A minimum of a one inch domestic water meter will be required. Hexrpt 07-119.doc City of Renton P/8/PW Departm DALPAY PRELIMINARY PLAT PHASE Ill PUBLIC HEARING DATE: December 4, 2007 Preliminary Report to the Hearing Examiner LUA-07-119, PP, ECF Page 9ol9 A water main extension may be required on site. All short plats shall provide separate water services to each building lot prior to recording of the short plat. Separate permits and fees for water meters will be required. Water System Development Charges are based on a rate of $1,956.00 x 4 new single-family homes. The estimated fees based on the proposed plat layout are $7,824.00. Payment of these fees will be required prior to issuance of utility construction permit. The subject property is served by City of Renton sewer service. An 8-inch sewer main will be extended to the east property line within a utility and access easement provided by the Veldyke/Webber Short Plat. The Veldyke/Webber Short Plat is extending an 8-inch sewer main from NE 19th internally into the short plat. A separate side sewer stub to each new lot is required prior to the recording of the plat, the minimum slope shall be 2 percent. Sanitary Sewer System Development Charges are based on a rate of $1,017.00 x 4 new single-family homes. The estimated fees based on the proposed plat layout are $4,068.00. Credit is given to the existing homes connected to sewer. Payment of these fees will be required prior to issuance of utility construction permit. This site is subject to the Honey Creek Special Assessment District. Charges are based on a rate of $250.00 x 4. Fees based on the site plan are $1,000.00. Payment of these fees will be required prior to issuance of issuance of the utility construction permit. H. RECOMMENDATION: Staff recommends APPROVAL of the Dal pay Estates Preliminary Plat Phase Ill, Project File No. LUA-07- 119, PP, ERC subject to the following conditions: 1. A revised landscape plan shall be submitted prior to the approval of the final plat showing two trees within the 15-foot front yard area of proposed Lot 1. The revised landscape plan shall be submitted to the Development Services Division project manager for review and approval. 2. A note shall be placed on the face of the final plat map, which states that the front yard of Lot 1 would be oriented to the north, the front yard of Lot 2 would be oriented to south, and the front yards of Lots 3 and 4 would be oriented to the north. 3. Either a revised plat map shall be submitted prior to final plat approval which widens the existing access easement (over Tract A of the abutting Veldyke/Webber Short Plat to the east of the project site) proposed to provide to Lots 2-4 to 26 feet with 20 feet of paving, or a Modification to the City's Street Standards shall be requested by the applicant and granted by the Development Engineering Supervisor to allow a total of four lots to access off of the existing 20-foot wide private access easement. 4. A Native Growth Protection Easement (NGPE) shall be recorded over the protected slopes, Class 4 stream, and associated buffer area (Tract A) prior to or concurrent with the recording of the final plat map. 5. The edge of the NGPE shall be delineated with a split rail fence and identified with signage as approved by the Development Services Division Project Manager. A fencing and signage detail shall be submitted to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The fencing and signage shall be installed prior to the recording of the final plat. 6. The significant trees required to be retained shall be shown on each of the civil plans submitted as a part of the Utility Construction Permit Application and protection measures for the trees to ensure survival during construction of the project shall be submitted for review and approval by the Development Services Division project manager. EXPIRATION PERIODS: Preliminary Plats (PP): Five (5) years from final approval (signature) date. Hexrpt 07-119.doc ==----- I --· ' : I : ... ,; ' :tT!· ·---:::::_., I I .'r:T I BOM RC~ '1---1---- :: ~f 1---+---1 ,._; -·-·-, F°"",rnR)OK:,_..., ,, ~ OF BEARINGS· I ' ~;,-~--'----41~ ' ' .,, ! ,, , ' , ' m,,.,.;, lllffflCt/S: "· '#fl# 11':t[/Jf f }:1.(11• IW:l'.Ollll. 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"'' Limit, ~ = TBCIINICAL SBRVICJl8 0 230 tyo 1~00 D5 4 T23N R5E E 1/2 530+ CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA07-119, PP, ECF Jim Dalpay, Jr. -Dalpay & Associates Construction, Inc. Dalpay Phase 3 Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. LOCATION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: 1801 Redmond Place NE The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The construction of new single family residences shall maintain a 25-foot buffer from the edge of the protected slope, unless based on appropriate subsurface exploration and slope stability analysis a geotechnical engineer concludes that the 25-foot buffer may be reduced. 2. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the 2005 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 3. The storm drainage system for this project shall be required to comply with the requirements found in the 2005 King County Surface Water Design Manual. 4. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. The fee is estimated at $2,123.04. 5. The applicant shall pay a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00. 6. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is estimated at $1,952. ERC Mitigation Measures Page 1 of 1 ~UBLIC WORKS INTAKE FL Date: ....:.l--1,I \_2J...i...;;l0__;f-____________ _ ......-(c 1['\: Plan Reviewer's Name: .......,..c;;t1 .... f .... l _ _...ldJ~~""'ft------------- Project Name: 124 Pr t Pl'W.JJe_ JI} . Name & Phone# of Contact Person: (ili irn~ ?"S"?;f5J'~ Rl?O Engineer's Name & Phone#: L;\!lU')I.QAV N vV I la vn~:Jlt~ ;)t;7;, ;/S::J·lfJ~O Construction Permit Number/LUA Number: __________ _ What is the purpose of your submittal?: -~--'--'=---r_h __ S-'-~-=-=-==-t1--+:-\?Y-'-£""-• -l'p-t=l\4!,..Le.::·::::::__ bw: (1 11 ' , "' , N ~J -=;---~ Q, !A~ R eTc°e11ivE 1D NOi/ 2 I 2tJ07 81 PWINGDIVISION NOT FOR BUILDING PERMIT REVISIONS. Mr. Jim Dalpay Dal pay Properties LLC. 4033 NE Sunset Renton, WA 98059 Subject: Stream Study Dalpay Pbase III Residential Subdivision Renton, Washington Tax Parcel# 0423059032 Dear Mr. Dalpay: AlderNW November 19, 2007 Project No. 110707 As requested I completed an evaluation of the property identified as King County Tax Parcel #0423059032. The property is located south of NE 19"' Street and west of Shelton Avenue NE as illustrated on the attached Vicinity Map (Figure 1). The purpose of this work was to complete a stream study to identify the location and characteristics of any streams on or adjacent to the property. Our scope of work included a site visit on November 8, 2007. We also reviewed Sensitive Area maps available from the King County Web Site. SITE CONDITIONS The subject property is a rectangular shaped property of approximately 1. 7 acres. It is currently undeveloped and is occupied by mixed conifer forest. Douglas fir (Pseudotsuga menziesii), western red cedar (Thuja plicata), and western hemlock (Tsuga heterophylla) are the predominant conifer trees. Red alder (A/nus rubra) and big leaf maple (Acer macrophyllum) are also present within the forest stand. Topographically the property includes two section. The southeast third of the property is relatively flat with a gentle slope down from the east property line at about elev. 420 toward the top of slope at about elev. 406. The northwestern two thirds of the property includes a steep sided ravine. The ravine originates near the northwest property comer and extends southwest across the property. Off the property to the south, the land slopes steeply down to Honey Creek. There is an unnamed seasonal tributary stream within the base of the steep sided ravine on the property. The approximate location of the stream ts illustrated on the Site Map (Figure 2). The location as shown is based on the surveyed topography, although the stream bank was not surveyed. 518 North 59"' Street, Seattle, Washington 98103• Phone (206)783-1036 email aldernw@comcast.net , . Mr. J rm Dalpay November 19, 2007 STREAMS The Renton Water Class Map (Figure 3) identifies Honey Creek where it runs within the ravine adjacent to tbe subject property as a City of Renton Category 3 stream. The map does not include tbe small tributary crossing the northeast corner of the subject property. The unnamed tributary to Honey Creek originates off the northeast corner of tbe property as discharge from a culvert. It drains through the base of the steep sided ravine toward Honey Creek. It has an overall length of approximately 600ft form the pipe outfall to Honey Creek. Over that distance it drops approximately 85ft. At the time of observations on November 8, there were surface flows within the upper section of the creek. Surface water infiltrates so there were no surface flows in the lower half of the creek. It is likely that the flows observed in the upper section of the creek are related to storm water runoff after recent storm events. For most of it length the stream channel is 3ft to 4ft in width and is contained within an incised channel, up to about 3ft in depth. At the lower end where the stream gradient is somewhat steeper the depth of the channel is greater. There is no aquatic vegetation within the stream. The stream bed is composed of gravels and sands with some cobbles. There are two 48" corrugated metal culverts at the confluence of the creek with Honey Creek. Within the lower reach of the steam there are at least two drops of up to about 4ft. where the stream channel has eroded below a more dense substrate. These drops and the overall gradient within the seasonal stream do not allow movement of fish into the tributary stream. Shrub vegetation on either side of the stream channel and on the side slopes includes sword fern (Polysttchum munitum), and Oregon grape (Berberis aquifolium), with some salmonberry (Rubus spectabilis), and vine maple (Acer circinatum) present. English ivy (Hedera helix), and Himalayan blackberry (Rubus discolor), are present along the upper sections of the stream. Douglas fir (Pseudotsuga menziesii) is the predominant tree species on the forested side slopes. As an intermittent non salmonid bearing drainage, it meets the criteria for designation as a Class 4 water as defined in the Renton Sensitive Area Ordinance. The standard buffer for a Class 4 water in the City of Renton is 35ft. The 35ft stream buffer extends part way up the side slope as illustrated on the Site Map (Figure 2). As designed, the western boundaries of the proposed building lots are defined along the top of the steep slope. This boundary is outside of the designated 35ft. seasonal stream buffer. Honey Creek flows from east to west within the base of the slope off the soutb end of the project area. Where it flows near the subject property, Honey Creek is designated as a Category 3 Stream on the City of Renton Water Class Map. The standard buffer for Category 3 streams in the city of Renton is 75ft. Honey Creek is approximately 130ft. from the south property line of the subject property. This measurement is based on the map information showing the steam location and property boundaries, available from the King County Web Site. The 35ft buffer for the unnamed tributary and the 75ft buffer for Honey Creek do not extend into proposed building lots for the Dalpay Phase ill residential development. Project No. 110707 Page No. 2 Mr. Jim Dalpay November 19, 2007 We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, ALDER NW Jp~?G)~ Project Scientist Enc. Vicinity Map Site Map Water Class Map Figure I Figure 2 Figure 3 Project No. 110707 Page No. 3 ' + ALDERNW I / J VICINITY MAP Dalpay Phase Ill Renton, Washington Proj. No.110607 Date Nov., 2007 Figure 1 • SE 95th Way ~ SE 95.i Pl 1" ' g.5';.,..._ ]Iii -.,~ r:: ~ ~/ ,t -i N h''"----~~ 0 141E gs11112::,. SE 98th St "--' I..~ ,.,. ~ '°A ce -i ~,.., ', .. ('-?10 L-, ~. NE 25th / I NE 26th c1 ~ I SJC 100th St -~ :l ei NE , v 0 _ ..,t. ~-, ~ E NE 24th t NE 23rd Pl NE 23rd St -'7-. 1 ji NE 24th _i., Q 3 \ ';;; :, · . , "•I N A.. \ 1 ~ SE 102nd NE 22nd !lo \ 23 Ni ~ ~ 'Y)'~ "%· g. Lu 3L ,_ ..... ~jl! ~ .,,.\ «r1-~ "' E NE .· NE2st5 it "'~, N "" N 22) ~ J}J NE 21st SI _g ~120 Q NE NE 2oth ~ I ] ~ Si.ie .. .g NE 201, if NE I al ~>· l5 NE 19th St f 16th ~'--St !/ <! C !/ !/ .., 0 < ..,: C a, 0 ·2 ~ C "' "' 0 ~ V :, -0 m ff E ~ ::,:: , ~.' ~ ~ C -.,, °' 0 ,,;; .,.. <' 0 l= " ' ., 0 :,. fi :r:: 4' ' . • • 5 c.,"'"' ' ' t, ~· ·~.~ -0 C 0 ~ .... s· ~ ,j/£ "' NE 9tt, 101,, St. ALDERNW t'. 0 w 0. z > ' "' > < Lu "' z e C 0 "" 11th Pi. NE 11th NE 10th c:t::<NE11 ~ 2 ~ "' .i' NE 1B 'M,itmon '<' --Q l 1 C' rG C w NE 17th s~ 107th q, jo<:i?)' = &.-- ~c," ~ l -..>' ...J NE 14th St NE 12th St 1 ill' llh p il Q. ,,. 3 ;i g SL " Q. ~ PL NE 11 ~ Ct NE 10th Ct. NE 10th Ln. NE 10th y; ~ 11th -0 J'lt 11th " t£ 10 ct. J NE 10th Pl ?> NE 10th St St. WATER CATEGORY MAP Dalpay Phase Ill Renton, Washington roj. No.110607 Date Nov., 2007 Figure J, •·· ---•! /! NE. 19TH sr. ' v, .. IIOOV fCNC[ IS O.J"f [. or P1lfF ,.ri(:J ( .COR. .•. : t 1 ...... ' --------l,,.... ... ·····\······· , / ' I 410~ •· I I I \ I I I I I I I I I I I I I I I I I I I I I I • I 11 I : I ' I I I /, I I' I I' I _ ,i I ............. ii I 1' I /: I 1: 1/ I ~ N i z g 0 s z L Q) u <t < CIT' OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator (;~ ,"' y ~'<"0 '~R ~ ~ i Kathy Keolker, Mayor 0N~oi;,----------------------------- November 20, 2007 James Jaeger Jaeger Engineering 9419 S 204 Place Kent, WA 98031 RE: Dalpay Preliminary Plat Phase III (LUA07-l 19, PP, ECF) Dear Mr. Jaeger: Thank you for the comment letter you submitted dated October 26, 2007 for the Dalpay Preliminary Plat Phase III. Your comments have been included in the official file for consideration by the decision maker and you have been added as a party of record for this project. As a party of record you will receive future correspondence pertaining to this application. In your comment letter you expressed two concerns regarding the proposed subdivision. Your first issue was with regards to access to proposed Lots 2-4 being provided via a 20- foot wide joint use driveway easement. The City's Street Standards require that a minimum 20-foot wide easement be provided for a joint use driveway easement serving a maximum of two lots and a minimum 26-foot wide easement be provided to provide access to a maximum of six lots provided at least two of the lots abut a public right-of- way. The proposed subdivision would result in a.total of 4Iots accessing off of the private access easement, which would require a minimum 26-foot wide private access easement not the 20 feet proposed (unless a modification to the street standards is granted). Staff will be recommending as a condition of approval that the applicant obtain an additional 6 feet of easement for access over Tract A of the Veldyke Short Plat (LUA05-065). Your second comment was with regards to additional costs that have been incurred through the extension of utilities to the project site by the developer of the Veldyke S.hort Plat. This is a private dispute between two property owners that the City does not get involved in. A public hearing will be held on December 4, 2007 at 9:00 am in the Council Chambers to consider the proposed project, you may wish to attend and testify. If you have any other questions, feel free to contact me at (425) 430-7219. Sincerely, £:::-: K. P-I Jill K. Ding ~ Senior Planner V cc Cheryl Webber -------,0-55-So_u_lh_G-,a-d-y~W-a-y---R-en_to_n_, W-as-h-in-gt-on-98_0_5_7 ______ ~ @ This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE City of nenton Department of Planning I Building I Pubflc Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: (lfJinh COMMENTS DUE: OCTOBER 29, 2007 V APPLICATION NO: LUA07-119, PP, ECF DATE CIRCULATED: OCTOBER 15, 2007 APPLICANT: Jim Daloav, Jr. PROJECT MANAGER: .. -· PROJECT TITLE: Daloav Prpliminarv Plat Phase Ill PLAN REVIFli\'i: J;,, Illian / " , ' . SITE AREA: 72,332 square feet BUILDING AR~A laross\: NIA ,1, LOCATION: 1801 Redmond Place NE I WORK ORDER NO: 77826 v~ SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review far the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housina Air Aesthetics Water LiahVG/are Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services - Energy/ Historic/Cultural Natural Resources Preservation Airporl Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional ·n rmation is needed to properly assess this proposal. ll-it-1-D7 Date ENVIRONMENTAL DETERMINATION & PUB LIC HEARING ISSUANCE OF A DETERMINATION OF NO N.SIGNIFICA NCE -MITIGATED (DNS-M) POSTED TO NOT IFY INTE RESTE D PERSONS OFAN ENVIRO NM ENTA L ACTION PROJECT NAME : D•lp.ay Phase Ill Preliminary Plat PROJECT NUMBER : LUA07-119, PP, ECF LOCATION: 1801 Redmond Pl~ee NE DESCRIPTION: Tho applicant,,. raquesting Preliminary Pblt approval •nd Envlro,uncnbl (SEPA) Ro<i<!w' for th9 subdivision of an .xisllng 72 ,332 square fool lot zont'<I Ae,ild•ntl.81 -B tlwellin9 u nits P"r a c "' (R·3) Into 4 lot6. Steep slopos Hit locatll'd OJ\ the project site ottd would b<> p t ol.etted In a aenoitlvo aru !rad. The project si te w.s pre,tously port o l ti><> D:alpoy EsutH Div II ahott plat (LUADJ.125), which was n,cordod In Septe mber o r 2005 (r vcor<lln9 II 2()1)509279()00071, Aa lh,t s i te •uas pr.,vtously part of a !IUbdMsion tho!.,.. .. roe<nded less \Mn 5 years ago, th • current aobdlvla lon Is requlrtd to b& r,wie'Ned Ma pttlimin•W plat, THE CITY OF R ENTON ENVIRONMENTAL REVIEW COMMITTEE (ER C) HA S DET ERM INED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFI CA NT ADVERS E IMPACT ON THE ENVI RONMENT . Appe~I• of the onvlronmontaf determination must be '1Jed Ill wr!ll11g OIi or befor• 5:00 PM on Novembot 27 , 2007 App,;~I• must be filed In writing I Qg~ll><:r w ltl> th, roquired 175.00 applic.atlon IIH will>; Haariog Examine,, City of Renton, 1055 South Grady Way, R•nl<>n , WA 88057 Appeals to the Ei,amlne, are gov~rned by Cf!) of Rtn1M Munfclp>l Code SeC'tlon 4-Jl-110.B. Additional lnform•tlon r1>9itd.ln9 t11o appc>I procosi moy bo obtainod from ti,; R•nton City Cl;ri<'s Office, (4251 4~510. A PUBLIC H EARI NG WILL BE HELD BY TH E RENTON HEARI NG E:XAMINER AT HIS REGULAR MEETING IN THE CO UNCIL CHAM BcRS ON THE 7TH FLOOR OF CITY HAL L , 1055 SOUT H GRADY WAY. RENTON . WASHINGTON, O N DECEMBER 4, 2007 AT 9:00 AM TO CO NSI DER THE PRELIMI NARY P LAT. IF T HE ENVI RONMENTA L DETERM INATIO N IS APP EALED, THE A PP EAL WILL BE H EARD AS PART O F T HIS P UBLIC HEARING . ·~J !. 'Jl ;... -FOR FURT HER INFORMA TION , PL EASE CO NTACT T HE CI TY OF RENTON , DEVELO PME NT S ERV IC ES OI V !SJON AT (425 ) 4 30-7200. DO NOT REM OVE TH IS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. CERTIFI CAT IO N ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY IN TERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Dalpay Phase Ill Preliminary Plat PROJECT NUMBER: LUA07-119, PP , ECF LOCATION : 1801 Redmond Place NE DESCRIPTION : The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72 ,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots . Steep slopes are located on the project site and would be protected in a sensitive area tract. Th e project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording# 20050927900007). As the site was previous ly part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. THE CITY OF RE NTON ENVIRONMENTAL REVIEW COMM ITIEE (ERC) HAS DETERMINED THA T THE PROPOSED AC TION DOES NOT HAVE A SIGN IFI CANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of th e environmental d ete rmination must be filed in writing on or before 5:00 PM on November 27, 2007. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton , 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Pl ease inc lude the project NUMBER when calling for proper file identification. CITY IF RENTON ~y 0 (;;'\,~:,.¢, .2.E) + .~ + Planning/Building/PublicWorks Department j:l ~ P. Kathy Keolker, Mayor Gregg Zimmerman P,E., Administrator !3N,tO":,t---------------------------- November 8, 2007 Aleanna Kondelis Cramer NW, Inc. 945 N Central Avenue ste: #104 Kent, WA 98032 SUBJECT: Dalpay Phase 3 Preliminary Plat LUA07-ll9, PP, ECF Dear Ms. Kondelis: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. Please refer to the enclosed ERC Report and Decision, Section C for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on November 27, 2007. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, ·Washington, on December 4, 2007 at 9:00 AM to consider the Preliminary Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise yom appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7219. For the Environmental Review Committee, (1 eJ 1{ ;[2· ~.Ding /7 Senior Planner V Enclosure cc: Jim Dalpay, Jr./ Owner(s) Sing H Ong, Cheryl Webber, James Jaeger/ Party(ies) of Record -------l-05_5_S_o_ut_h_G_rad_y_W_a_y_--R-.en_t_:._on-,-W-as_h_i-ng-to-n-98-0-57-------~ @ This paper contains 50% recycled material, 30% post consumer AI:lEAD OF THE CURVE "'"y 0 o~~ CITY •F RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator ~~; Kathy Keolker, Mayor ~N~o,-----~----------------------- November 9, 2007 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determination Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on November 5, 2007: DETERMINATION OF NON-SIGNIFICANCE -MITIGATED PROJECT NAME: Dalpay Phase III Preliminary Plat PROJECT NUMBER: LUA07-119, PP, ECF LOCATION: 1801 Redmond Place NE DESCRIPTION: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on November 27, 2007. Appeals must be filed in writing together With the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at ( 425) 430-7219. For the Environmental Review Committee, c]uJ1{;J2u· 0_illK.Ding Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region _E_n_c_lo-su-re ____ l0_5_5_S_o_uth_G_r-ad_y_W_ay--R-en-to_n_,_W_as_h_i_ng_t_on-9-80_5_7 _______ ~ @ This paper contains 50% recycled material. _30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA0?-119, PP, ECF Jim Dalpay, Jr. -Dalpay & Associates Construction, Inc. Dalpay Phase 3 Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. LOCATION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: 1801 Redmond Place NE The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The construction of new single family residences. shall maintain a 25-foot buffer from the edge of the protected slope, unless based on appropriate subsurface exploratir;m and slope stability analysis a geotechnical engineer concludes that_ the 25-foot buffer may be r_educed. 2. The applicant shall be required to provide a Temporary Erosion and pedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the 2005 Storm.water Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall. be. subject to the review and approval of the Development Services Division. 3. The storm drainage system for this project shall be .. required to comply with the requirements found in the 2005 King County Surface Water Design Manual. 4. The applicant shall pay a Parks Mitigation Fee based on $530. 76 per each new single family _lot. The fee is estimated at $2,123.04. 5. The applicant shall pay a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00 6. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is estimated at $1,952. ERC-Mitigation Measures Page 1 of 1 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA07-119, PP, ECF Jim Dalpay, Jr. -Dalpay & Associates Construction, Inc. Dalpay Phase 3 Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in · September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. LOCATION OF PROPOSAL:. LEAD AGENCY: 1801 Redmond Place NE The City of Renton Department of Planning/Building/Public Works Development Planning Section Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. · 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between. seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. · 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. Two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 -8 feet in height (conifer), shall be planted or retained within the 15-foot front yard setback area for the proposed lots. 5. The minimum amount of landscaping required for sites abutting a non-arterial public street is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, thi_s shall also be landscaped. A determination has been made that if no additional area is available within the public right-of- way due to required improvements, the 5-foot landscaped strip may be located within private property abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. 6. A detailed landscape plan complying with the requirements set forth under RMC 4-8-120D shall be submitted at the time of Final Plan review for review and approval by the Development Services Division Project Manager. ERG Advisory Notes Page 1 of 3 Washington State Department of Natural Resources 1. A forest practice application may be needed if timber will be harvested. Please call Department of Natural Resources, Forest Practices at 360-825-1631, for assistance. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area (including garage area), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire apparatus access road is required to be a minimum of 20 feet wide paved roadway with maximum slopes of 15 percent. Turning radius are 25 feet inside and 45 feet outside. Dead-end roads that exceed 300 feet long are required to have a 90-foot diameter cul-de-sac, hammerheads are not acceptable. If roadways are constructed over storm detention vaults, they shall be capable of supporting 30-fon apparatus with 322-psi point loading. 3. Homes on dead-end streets that exceed 500 feet are required to be equipped with an approved residential fire sprinkler system, this applies to lots 2, 3, and 4. Minimum 1-inch water meters are required for homes with fire sprinkler systems and recommend running 1 1/2 -inch lines from the meter into homes. Plan Review -Surface Water 1. The Surface Water System Development Charges are based on a rate of $759.00 x 4 single-family homes. Estimated fees based on the entire site plan is $3,03.6.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. A preliminary drainage report has been submitted and reviewed. The drainage report states the project is exempt from detention and water quality. Applicant will be required to tightline all roof downspout systems and footing drains to a storm system. Ageotectini~.al . .report datedJanuary 16, 2004 was submitted. A revised report should be required as it is recommending that the roof and footing drains be tied into the neighboring storm vault being built by the Webber Shbrt Plat. It is not clear if this in option or if both parties have agreed to this. 3. A temporary erosion control plan will be required and shall be. installe~ and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The first order of business shall be installation of a silt fence along the perimeter of the site that is to be.disturbed. The silt fence shall be in place before clearing and grading is initiat<;Jd. This will be required during the construction of both off-site and on-site improvements as well as building construction. Plan Review -Water 1. Water System Development Charges are based on a rate of $1,956.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $7,824.00. Payment of these fees will be required prior to issuance of utility construction permit. · 2. A water main extension may be required on site. 3. All short plats shall provide separate water services to each building lot prior to recording of the short plat. Separate permits and fees for water meters will be required. Plan Review -Sanitary Sewer 1. Sanitary Sewer System Development Charges are based on a rate of $1,017.00 x 4 new single-family homes. Estimated fees based on the entire .site plan is $4,068.00. Credit is given to the existing homes connected to sewer. Payment of these fees will be required prior to issuance of utility construction permit. 2. This site is subject to the Honey Creek Special Assessment District. Charges are based on a rate of $250.00 x 4. Fees based on the site plan are $1,000.00. Payment of these fees will be required prior to issuance of issuance of the utility construction permit. . ERC Advisory Notes Page 2 of 3 3. Dual side sewers are not allowed and minimum slope shall be 2%. 4. All short plats shall provide separate sewer stubs to each building lot prior to recording of the short plat. Separate permits and fees for side sewers will be required. Plan Review -Transportation 1. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 2. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. Plan Review -Miscellaneous 1. Rockeries or walls to be constructed greater than 4 feet in height will require a separate building permit and the following note shall be added to the civil plans: "All rockeries or walls greater than 4 feet in height will require a separate building permit. A licensed engineer with geo-technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project." 2. Mailboxes are required to be clearly noted and shown on the construction plans at time of submittal. 3. Plans shall also include a note requiring a "NO PARKING" sign be posted .. 4. Separate permits and fees for side sewers, water meters, and storm drainage connections will be required. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. 2. 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. 3. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. 4. Applicant shall be responsible for securing au necessary private or public easements for utilities and/or street improvements. Property Services 1. To be sent under separate cover. ERC Advisory Notes Page 3 of 3 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): APPLICANT: PROJECT NAME: LUA07-119, PP, ECF Jim Dalpay, Jr. -Dalpay & Associates Construction, Inc. Dalpay Phase 3 Preliminary Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. LOCATION OF PROPOSAL LEAD AGENCY: 1801 Redmond Place NE The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on November 27, 2007. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: T{kvJL::., '~ erry 1gas 1yama, minis raor Community Services November 10, 2007 November 5, 2007 1110701 DatJ 11 /oc;(o1 Date ' I. David Daniels, Fire Chief Fire Department ~"' EDNSP ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE November 5, 2007 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Terry Higashiyama, Community Services Administrator I. David Daniels, Fire Chief Alex Pietsch, EDNSP Administrator From: Jennifer Henning, Development Planning Meeting Date: Monday, November 5, 2007 Time: 3:00 PM Location: Sixth Floor Conference Room #620 Agenda listed below. Bretzke 4-Lot Short Plat (Petzel) LUA07-113, SHPL-A, ECF Application for environmental review for a four lot subdivision in the R-4 zone. The existing house will remain. The existing house will remain and proposed density would be 3.5 du/acre. The current parcel size is 81,138 square feet (1.86 acres) and contains 31,121 square feet of Category 2 wetland. Three significant trees will be removed. Proposed lot sizes range from 9,531 to 52,711 square feet. Two lots will directly access NE 10th Street and two lots will be accessed via a joint private use road with the neighboring Rogers Short Plat to the east. Street improvements along NE 10th will be required. Dalpay Preliminary Plat Phase Ill (Ding) LUA07-119, PP, ECF The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. cc: K. Keolker, Mayor J. Covington, Chief Administrative Officer S. Dale Estey, EDNSP Director® C. Walls, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner B. Van Horne, Fire Prevention ® J. Medzegian, Council P. Hahn, P/B/PW Transportation Systems Director R. Lind. Economic Development L. Warren, City Attorney ® STAFF REPORT City of Renton Department of Planning I Building I Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERG MEETING DA TE Project Name: Owner/ Applicant: Contact: File Number: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDA TJON: Project Location Map November 5, 2007 Oalpay Phase 3 Preliminary Plat Jim Dalpay, Jr., Dalpay & Associates Construction, Inc., PO Box 2436, Renton, WA 98059 Aleanna Kondelis, Cramer NW, Inc., 945 N Central, #104, Kent, WA 98032 LUA-07-119, PP, ECF Project Manager: Jill K. Ding, Senior Planner The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. Steep slopes are located on the project site and would be protected in a sensitive area tract. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to be reviewed as a preliminary plat. 1801 Redmond Place NE N/A 72,332 sq. ft. (1.7-acres) Proposed New Bldg. Area: Total Building Area gsf: N/A N/A Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M). ercrpt_Dalpaylll.doc City of Renton P/B!PW Department DALPA Y PRELIMINARY PLAT PHASc ,II REPORT OF November 5, 2007 A. PROJECT DESCRIPTION (CONT.) nental Review Committee Staff Report LUA07-119, PP, ECF Page 2of7 The proposal would result in the creation of 4 lots and one open Native Growth Protection Tract (NGPE). The project site is located south of NE 191h Street and west of Redmond Court NE and is zoned Residential -8 (R-8) dwelling units per acre. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Protected slopes are located on the central portion of the project site and would be protected within an NGPE. No development is proposed on the protected slopes. The grading would be limited to the construction of the proposed street and utilities. Approximately 200-300 cubic yards of grading is proposed. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. B. RECOMMENDA T/ON Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF NON-SIGNIFICANCE Issue DNS with 14 day Appeal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MIT/GA T/ON MEASURES DETERMINATION OF XX NON -SIGNIFICANCE -MIT/GA TED. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. The construction of new single family residences shall maintain a 25-foot buffer from the edge of the protected slope, unless based on appropriate subsurface exploration and slope stability analysis a geotechnical engineer concludes that the 25-foot buffer may be reduced. 2. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the 2005 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 3. The storm drainage system for this project shall be required to comply with the requirements found in the 2005 King County Surface Water Design Manual. 4. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. The fee is estimated at $2,123.04. 5. The applicant shall pay a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00. 6. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is estimated at $1,952. ercrpt_ Dalpayl I I .doc City of Renton P/8/PW Department DALPAY PRELIMINARY PLAT PHASc Ill REPORT OF November 5, 2007 D. ENVIRONMENTAL IMPACTS En nental Review Committee Staff Report LUA07-119, PP, ECF Page 3 of? In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth The topography across proposed Lot 1 is relatively flat with a gradual slope towards the protected slope areas located within the proposed NGPE. The topography across Lots 2-4 slopes to the southwest at an average grade of 11 percent. In addition, the topography across the central portion of the site slopes down to a ravine with grades in excess of 40 percent. With the project application, the applicant submitted a Geotechnical Report prepared by Dennis Joule, dated January 16, 2004. The geotechnical report was prepared for the previous Dal pay Estates Div. 2 short plat, and it appears that some of the recommendations provided in the report may not be applicable to the project site. In particular the report recommends that the roof and footing drains be tied into the neighboring storm vault being built by the Webber Short Plat. It is not clear if this in option or if both parties have agreed to this. The report also recommends a 25-foot setback from the top of slope for the proposed single family residences. No subsurface exploration was completed as part of the geotechnical evaluation. The information provided by the applicant indicates that soils on-site consist of Alderwood series (AgC) gravelly sandy loam. The applicant indicates that grading on-site would be limited to the construction of the new public-right-of- way and utilities that would be required for the plat. It is estimated that 200-300 cubic yards of grading would be required for the construction of the proposed plat improvements. Due to the potential impacts that the construction of a single family residences could have on the stability of the abutting protected slope, staff recommends that a 25-foot buffer be maintained from the edge of the protected slope, unless based on appropriate subsurface exploration and slope stability analysis a geotechnical engineer concludes that the 25-foot buffer may be reduced. Due to the potential for erosion to occur from the subject site, staff recommends a mitigation measure that requires the applicant to comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2005 Stormwater Management Manual. Mitigation Measures: 1. The construction of new single family residences shall maintain a 25-foot buffer from the edge of the protected slope, unless based on appropriate subsurface exploration and slope stability analysis a geotechnical engineer concludes that the 25-foot buffer may be reduced. 2. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the most current Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. Nexus: SEPA Environmental Regulations, 2005 Department of Ecology Stormwater Management Manual 2. Water -Stormwater A Technical Information Report prepared by Cramer Northwest, Inc., dated August 13 2007 was submitted with the application materials. According to the report the existing drainage currently sheet flows to the ravine located on the central portion of the project site, where it becomes a small stream, which flows towards NE Sunset Blvd. The submitted report concludes that the proposed project is exempt from detention and water quality improvements per the 1990 King County Surface Water Design Manual. The City's Plan Review Section has reviewed the submitted drainage information. Due to potential downstream drainage problems, staff ercrpt_ Dalpayl I I .doc City of Renton P/8/PW Department DALPA Y PRELIMINARY PLAT PHASc Ill REPORT OF November 5, 2007 En nental Review Committee Staff Report LUA07-119, PP, ECF Page 4 of 7 recommends a mitigation measure that would require the project to comply with the 2005 King County Surface Water Design Manual. Mitigation: The storm drainage system for this project shall be required to comply with the requirements found in the 2005 King County Surface Water Design Manual. Nexus: SEPA Environmental Regulations, King County Surface Water Design Manual 3. Vegetation The project site is currently forested with a variety of trees, shrubs, and ground cover. Per a Determination issued by the Development Services Director, a total of 25 percent of existing trees located outside of critical areas and their buffer are required to be retained or replaced on-site. According to a tree retention plan that was submitted by the applicant, a total of 96 significant trees are located on-site outside of the NGPE, of those 24 would be required to be retained or replaced. The replacement trees shall be a minimum 2-inch caliper tree. Mitigation: No further mitigation is recommended Nexus: SEPA Environmental Regulations 4. Recreation The proposal does not provide on-site recreation areas for future residents of the proposed plat. It is anticipated that the proposed development would generate future demand on existing City parks and recreational facilities and programs. Therefore, staff recommends a mitigation measure requiring that the applicant pay a Parks Mitigation Fee based on $530.76 per each new single-family lot. The fee is estimated at $2,123.04 (4 new lots x $530. 76 = $2,123.04) and is payable prior to the recording of the final plat. Mitigation: The applicant shall pay a Parks Mitigation Fee based on $530. 76 per each new single family lot. The fee is estimated at $2,123.04. Nexus: SEPA Environmental Regulations 5. Transportation Access to Lot 1 would be provided off of an existing 20-foot wide private access easement off of NE 19'h Street, and access to Lots 2-4 would be provided via a private street off of Redmond Court NE. It is anticipated that the proposed project would result in impacts to the City's street system. Therefore, staff recommends a mitigation measure requiring the payment of a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00 (38.28 net new daily trips x $75 = $2,871.00). Mitigation: The applicant shall pay a Traffic Mitigation Fee in the amount of $75 for each new net daily trip prior to the recording of the final plat. It is anticipated that the proposed project would result in the payment of $2,871.00 (38.28 net new daily trips x $75 = $2,871.00). Nexus: SEPA Environmental Regulations 6. Emergency Services The proposal will add new residential units to the City that will potentially impact the City's Police and Fire Emergency Services Staff recommends a mitigation measure requiring the applicant to pay a Fire Mitigation Fee, based on $488.00 per new lot prior to the recording of the final plat. The fee is estimated at $1,952 ($488 X 4 = $1,952}. Mitigation: Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single family lot prior to the recording of the final plat. The fee is estimated at $1,952 ($488 x 4 = $1,952). Nexus: SEPA Environmental Regulations ercrpt~Dalpayll I.doc City of Renton PIB/PW Department DALPAY PRELIMINARY PLAT PHASE Ill REPORT OF November 5, 2007 E. COMMENTS OF REVIEWING DEPARTMENTS En nenta/ Review Committee Staff Report LUAOl-119, PP, ECF Page 5 of? The proposal has been circulated to City Departmental I Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Advisory Notes to Applicant. _){__ Copies of all Review Comments are contained in the Official File. ~-Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. November 27, 2007. Appeals must be filed in writing together with the required $75.00 application fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by the City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office at (425) 430-6510. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'ciock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. Two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 -8 feet in height (conifer), shall be planted or retained within the 15-foot front yard setback area for the proposed lots. 5. The minimum amount of landscaping required for sites abutting a non-arterial public street is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. A determination has been made that if no additional area is available within the public right-of-way due to required improvements, the 5-foot landscaped strip may be located within private property abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. 6. A detailed landscape plan complying with the requirements set forth under RMC 4-8-120D shall be submitted at the time of Final Plan review for review and approval by the Development Services Division Project Manager. Washington State Department of Natural Resources 1. A forest practice application may be needed if timber will be harvested. Please call Department of Natural Resources, Forest Practices at 360-825-1631, for assistance. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area (including garage area), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire apparatus access road is required to be a minimum of 20 feet wide paved roadway with maximum slopes of 15 percent. Turning radius are 25 feet inside and 45 feet outside. Dead-end roads that exceed 300 feet Ion are re uired to have a 90-foot diameter cul-de-sac, hammerheads are not ercrpt_Dalpaylll .doc City of Renton P/8/PW Department DALPA Y PRELIMINARY PLAT PHAS" Ill REPORT OF November 5, 2007 En mental Review Committee Staff Report LUAOl-119, PP, ECF Page 6of7 acceptable. If roadways are constructed over storm detention vaults, they shall be capable of supporting 30-fon apparatus with 322-psi point loading. 3. Homes on dead-end streets that exceed 500 feet are required to be equipped with an approved residential fire sprinkler system, this applies to lots 2, 3, and 4. Minimum 1-inch water meters are required for homes with fire sprinkler systems and recommend running 1 1/2 -inch lines from the meter into homes. Plan Review -Surface Water 1. The Surface Water System Development Charges are based on a rate of $759.00 x 4 single-family homes. Estimated fees based on the entire site plan is $3,03.6.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. A preliminary drainage report has been submitted and reviewed. The drainage report states the project is exempt from detention and water quality. Applicant will be required to tightline all roof downspout systems and footing drains to a storm system. A geotechnical report dated January 16, 2004 was submitted. A revised report should be required as it is recommending that the roof and footing drains be tied into the neighboring storm vault being built by the Webber Short Plat. It is not clear if this in option or if both parties have agreed to this. 3. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The first order of business shall be installation of a silt fence along the perimeter of the site that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated. This will be required during the construction of both off-site and on-site improvements as well as building construction. Plan Review -Water 1. Water System Development Charges are based on a rate of $1,956.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $7,824.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. A water main extension may be required on site. 3. All short plats shall provide separate water services to each building lot prior to recording of the short plat. Separate permits and fees for water meters will be required. Plan Review -Sanitary Sewer 1. Sanitary Sewer System Development Charges are based on a rate of $1,017.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $4,068.00. Credit is given to the existing homes connected to sewer. Payment of these fees will be required prior to issuance of utility construction permit. 2. This site is subject to the Honey Creek Special Assessment District. Charges are based on a rate of $250.00 x 4. Fees based on the site plan are $1,000.00. Payment of these fees will be required prior to issuance of issuance of the utility construction permit. 3. Dual side sewers are not allowed and minimum slope shall be 2%. 4. All short plats shall provide separate sewer stubs to each building lot prior to recording of the short plat. Separate permits and fees for side sewers will be required. Plan Review -Transportation 1. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 2. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. Plan Review -Miscellaneous 1. Rockeries or walls to be constructed greater than 4 feet in height will require a separate building permit and the following note shall be added to the civil plans: "All rockeries or walls greater than 4 feet in hei ht will require a separate buildin ermit. A licensed en ineer with ea-technical ex ertise must be ercrpt_ Dalpayl I I .doc City of Renton P/BIPW Department DALPAY PRELIMINARY PLAT PHAS~ Ill REPORT OF November 5, 2007 En nental Review CommiHee Staff Report LUA07-119, PP, ECF Page 7 of 7 retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project" 2. Mailboxes are required to be clearly noted and shown on the construction plans at time of submittal. 3. Plans shall also include a note requiring a "NO PARKING" sign be posted. 4. Separate permits and fees for side sewers, water meters, and storm drainage connections will be required. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. 2. 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. 3. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. 4. 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S~e Appendix maps, For additional regulations m Overlay Di!tricts, pleHe eee RMC 4-3, PAGE# INDEX ~OFB -,-- ' I W ~ ---,;,-- : : Uhl ! : . ' . ' -i ,- -,-- / 9!' I ' , N.E. 19TH S ~-•i<"'JTC TREET ~!9! --~,· -' ~~,., . cat : -~.oS : : --.=-ut:,u:,----~ ' 11. ~~ ,tJ,AU:t/'I -___ ; ~~~-~ OCT · 3 2007 r \; Cz }> D I " o~ 0,M I ~ XO X =! xg 'z \; DZ I o X X '° I M X 0 X 0 X '° X 0 z " ~ m M ~ " i 0 "' :s 0 "' 0 z " z p w u - ' a I i z,,, c!o __,"' "-« "'o Oz U<( •• • i, ~ . ' . i • I, ~ !! !! I . • I I 11 J Pi ,1 P· I •II ·1 ii J ff ... """ 0 .._,... ... o-w'-' "'o ~ ... :,; <.) illl·SS-ddd I I I ~ ~ .! 0 0 0 000 " ~> ~ •• ~~ I Oc i. >' i f~ ~· C ; ' ( <Jc '·-1;:,< ' ~··· ;u ... ::.C -,t J(5 ~ 'j } 1-u 0 -Vld l~O'-~S J.7dlv"O Nv'l= S>NllNv'ld 33~1 GNv' NOllN3El2'> 33~1 , ~ ~ ' ! ! i § ! ii ! ' 11 • ! I ! i ' 11 ! ' • i • 11 I l i i . I • I i _ _J 1-u 0 I it N ROAD /JIPROYEJIENT/DIIAINAGE/GRAD/NG PLAN, DETAILS, AND NOTES + DALPAY SHORT PLAT LOCATED TN THE N.E. 1/4, OF THE S.E. 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NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE; LAND USE NUMBER: PROJECT NAME: October 15, 2007 LUA07-119, PP, ECF Dalpay Preliminary Plat Phase Ill PROJECT De'.SCRl~TlON; The applicant is requesting Preliminary Plat approval and Environmental (SEPA) ReviBW for the subdivision of an existing 72,332 square foot lot zoned Residentiat • 8 dwsllln.g unlts per ai;re (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-12S), which was recorded in September of 2005 (recording# 20050927900007). As the site was previously part of a subdlvision that was recorded less than 5 years ago, the current sLJbdlVIQion is: req1Jired to reviewed as a preliminary plat The proposed lot sizes are as follows: Lot 1 is B, 140 square feet, Lot 2 is 12.985 square feet, Lot ~ rs 12,879 square feet, and Lot 4 is 7,462 squate feet Access to Lot 1 wau1d be provided via an existing 20-foot wide private acoe-ss easement off of NE 19th Street and access to lots 2-4 would be provlded via a private street off of Redmond Court NE. Steep slopas are located or:i the project site and would be protected in a senstive area tract. PROJECT LOCATION: 1801 Redmond Place NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS·M): As the Lead Agency, the City of Rentoo has detefniined that significant environmantal Impacts ~re unlil<ely to result from the proposed project Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M prooeix; to give notice that a DNS- M Is likely to be issued. Comment periods for the project and the proposed DNS-M ara Integrated into a ,ingle comment period. There will be no comment period fottowing the issuance of the Thr~hold Determination of Non-Signlflcani:e- Mitigated {DNS-M). A 14-day appeal period WiH follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: Oc(ober 3. 2007 October 15. 2007 APPLICANT/PROJECT CONTACT PERSON: Al•anna Kondelie, Cramer NW, Inc.; Toi: (253) 852--4880; Eml: ale@cramemw.eom Pet:rnits/Review Requested: Other Permits which may be required: ~equested Studies: Location Where applicatlon may b0 revlew&d: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use; Environmental Documents that .Evaluata the Proposed Project:'"' Development Regulations Used For Project Mitlgatlon~ 'd 16 0 Z · o II • Environmental {SEPA) Review, Prttllrnlnary Plat approval Utility Construction, Buildlng and Fir"& Permits Geatechnical Report and 0.-aina.ge Report PlannlnglSuilding/Public Works Departma.nti Deve-JopmeJJt Services DivisJon, Sixth Floor ~enton City Hall, 1055 South Grady Way1 Renton, WA 9,)057 Publ!g bearincr is ten1atively scheduled for Dac11:nnber4 2007 before the Renton Hearing Examiner In Renton Council Chambere. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Soutt, Grady Way. The subject site l$ designated Residential Single Family (R.SF) on the Clty of Renton Comprehsnsive Land Use Map and Residential w 8 {R-8) on the City'$ Zoning Map. Environmental (SEPA) Checklist The project will be subjact to the City's SEPA ordinance, RMC 4-4-030 Development Guidelines and Regulations, RMC 4-6-030 Drainage and other applicable codes and regul~tions as appropriate. 30IS3~IJ ~dtt:S LOOI ·5z·1ao October 26, 2007 Jill Ding, Planner City of Renton Development Services 1055 Grady Way Renton, WA. 98057 RE: Proposed MDNS -Comment Letter Dolpoy Preliminary Plot Phase Ill -City File No. LUA07-119 Dear Ms. Ding, I am writing on behalf of Cheryl Webber, the owner and developer of the Veldyke (Webber) Short Plat (LUA05-065). The Webber property is loacated immediately east and adjacent to the Dalpay Property. I am the project engineer for Ms. Webber. The Webber Short Plat incurred development costs to provide access and service connections for the Dalpay Project. We are protesting the Notice of Application for the above referenced preliminary plat because the description of the project stated " access to Lots 2-4 would be provided via a private street off of Redmond Court NE". This private road, Redmond Ct. NE, is the road that is being constructed by the Webber Short Plat. The private street is a 20' easement across Tract A of the Veldyke Short Plat. It has always been our understanding that the easement provided for the Dal pay property across the Veldyke project was to be for only l lot. The easement is only 20' wide and currently serves one of the Webber Lots. A 20' wide private road is limited to 2 lots total. More importantly, it is stated in the Veldyke Short Plat Preliminary Approval Document from the City Hearing Examiner that this access easement would only serve l lot. Please reference item # 15 of the approval letter, dated August 18, 2005. have attached a copy for your review. Also, the Veldyke project is installing 50 LF of 6" water main and 45 LF of 8" sewer main for the sole benefit of the Dalpay property. These are the distances between the last Veldyke lot service and the Dalpay property boundary. We feel that the Dalpay project should be responsible for the costs of these additional utilities. Please contact me to discuss these issues. Thank you for your attention. Sincerely, James Jaeger, P.E. ' 'd 160/'0( ~d/t:S LOJZ ·5z· \JO Qct es 07 02:Slp ( JAEGER ENGINEERING 9419 S. 204 PLACE · KENT, WASHINGTON 98031 PHONE (253) 850-0934 FAX (253) 850-0155 October 26, 2007 Jill Ding, Planner City of Renton Development Services l 055 Grady Way Renton, WA. 98057 RE: Proposed MONS -Comment Letter Dalpay Preliminary Plat Phase 111-City File No. LUA07-l 19 Dear Ms. Ding, I am writing on behalf of Cheryl Webber, the owner and developer of the Veldyke (Webber) Short Plat (LUA05-065). The Webber property is loacated immediately east and adjacent to the Dalpay Property. I am the project engineer for Ms. Webber. The Webber Short Plat incurred development costs to provide access and service connections for the Dalpay Project. We are protesting the Notice of Application for the above referenced preliminary plat because the description of the project stated " access to Lots 2-4 would be provided via a private street off of Redmond Court NE". This private road, Redmond Ct. NE, is the road that is being constructed by the Webber Short Plat. The private street is a 20' easement across Tract A of the Veldyke Short Plat. It has always been our understanding that the easement provided for the Dalpay property across the Veldyke project was to be for only l lot. The easement is only 20' wide and currently serves one of the Webber Lots. A 20' wide private road is limited to 2 lots total. More importantly, it is stated in the Veldyke Short Plat Preliminary Approval Document from the City Hearing Examiner that this access easement would only serve l lot. Please reference item # 15 of the approval letter, dated August 18, 2005. have attached a copy for your review. Also, the Veldyke project is installing 50 LF of 6" water main and 45 LF of 8" sewer main for the sole benefit of the Dalpay property. These are the distances between the last Veldyke lot service and the Dalpay property boundary. We feel that the Dalpay project should be responsible for the costs of these additional utilities. Please contact me to discuss these issues. Thank you for your attention. Si?f,'.;r~,~9 ~ J~ -~;--e;er, P.E. F. 1 ?ct ~6 07 02:52p p.2 • Veldyke Short Plat File No.: LUA-05-065, SHPL-H August I &, i 005 Page 6 14. ?-··. r 15. 16. 17. 18. jnst south of Proposed Lot 4_ The proposed lots would range in size from 4,812 square feet to 6,655 square feet_ The applicant proposes eventually consolidating Tract B with adjoining property to the west of the subject site. The size and narrow shape of this iract is defined by the creatiOIJ of the new a.coess roadway. As an oddly shaped "remainder" parcel, the applicallt proposes remporarily preserving ir as open space with Tlie hope of combining it with adjacent property and re-dividing it in the foture. Tract A wou Id provide room for a storm vault and a 20-foot wide access easement that would provide access to Proposed Lot Sand to the rear.pcrtion of a new plat west of the subject site. The rear or southern portion of this adja.centplat is separated by very steep terrain from public access. This applicant can provide access to that area since the subject site has much more gentle terrain_ A 20-foot wide access easement could only serve one additional lot. The density for the plat would be S.8 dwelling units per acre after subtracting acreage that would serve as roadways. The subject site is located within the Renton School District. The project is expected to generate appro><imately 3 school age children. These students would be spread across the grades and would be assigned on a space available basis. The development will increase traffic approximately l O trips per 1.!Tiit or approximately 70 trips for ;he 7 single-family homes. l 9. As noted above, stormwater would be directed to a vault on Tract A. Currently water sheet flows to the south and then to a detention system located on third party property adjacent to Honey Creek. The subject site is in the Honey Creek drainage basin 20. Sewer and water service wou"ld be provided by the City. 21. The Ci,y has created a fee structure based on apportioning the costs offsetting rhe impacts of new deveJopment on roads. fire services and parks. That fee structure provides a consistent method of making sure new development pays for its share of fr1frastructure. 22. Staff has recommended that a fence be provided along the eastern edge of the new road to prot.ect the adjacent property.from impacts of70 new vehicle trips. 23. The cul-de-sac length will require homes along the southern extent to have sprinklers installed for fire protection. CONCLUSIONS: I. The proposed short plat appears to serve the public use aud interest. The applicant will be creating a new pubJic streer to provide access to 'the subject sire and will even provide access for an additional Jot on adjacent property to the wesr via an easement road. 2. The s:ubdivisjon will crea'te additional housing opportunities in an area where urban services such as watc.r a11d sewer are ava·itable. The creation of l1ew housing will also increase the 1~ base of the: City. '> I · d 30IS3Ml:J DATE: TO: FRO/vl: Sl!B.JECT: CITY OF RENTON IVIEMORANDUM October 29. 2007 Jill lling Jan Illian ,7216 DALPAY PHASE III SHORT PLAT LUA 07-119 1801 -Redmo11d Ave "IE 4-Lots I have re,·iewed the application for the Dalpav Phase Ill Short Plat located al 1801 -Redmond Ave NE and hav<: the J'ol\owing comrni.::n!s: EXISTl:\G CO:\DITIO\S WATER SEWER STORM STREETS An 8-inch water main will be extended to the east property line within a 26-foot utility and ciccess c.;srn1e11t provided by the Webber Short Plat An 8-inch sewer main is being extended trom NE ] '/1' internally into the short plat. Available fire flow from the dead end main will be 1.250 f,'])m. The proposed project is located in the 300 Water Pressure Zone and is outside an Aquifer Protection Zone. Static pressure in the area is approximately 80 psi. An 8-inch sewer main will be extended to the east property line within a 26-foot utility and access easement provided bv the Webber Shot1 Plat. The Webber Short Plat 1s extending an S-i11ch sewer main from NE 191h internally into the short plat. There are n\J impruved drainage 1·acilLties. There arc s1reet improvemenh fronting the site in S. 19 111 Street. CODE REQUIRE:\IENTS WATER L Wnter System Development Charges arc based on a rate of Sl,956.00 x 4 new single-family homes. Esumated tees liascd 011 the c·ntire site plan 1s 57,824.00. Payment of these fees will be required prior to issuance or uLJ\:ty constrw.:~Lon pcrmil. 2. Fire flow requirc'rncnt 1;,r sing e-!,11111,y restdc·nces under 3,600 square feet, including garage is 1,000 gpm. I lydr,rnts are required within cOO feet of' all structures. Existing hydrants to be counted as fire protection will be required to be rctro!'ittcd with a 5-inch storz quick disconnect fitting. 3. Lots 2, 3, and 4 will require residential fire sprinkler systems. A minimum of a one inch domestic water meter w,ll be required 4. A water main exte11siu11 m,1y he' requited on site. 5 .. ,\:! :.:;hor: p1ats :,hall i•n·,vid'-' sq1;:1r~1te wakr s ... 'rvi'-'t'S lo each bu1l<l111g lot prior to recor<lmg of the short plat. Sl·pan.1ll' pennih .Jnd !t:'-'S t"ur \\'ate:· n:eter:-; \\ ill lx' required. SA'ilTARY SEWER I. Sanitary Sewer System Dcv,·lopment Charges are based on a rate of Sl,017.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $4,068.00. Credit is given to the existing homes connected to sewer. Payment of these fees wi II be required prior to issuance of utility construction permit. 2. This site is subject to the lloney Creek Special Assessment District. Charges are based on a rate of$250.00 , ~-Fe-cs based ,rn the sit,· pl:m arc Sl .000.00. Payment of these fees will be required prior to issuance of issuanc<.' of the ut1lit:, C\llblruction permit. 3. Oual side se\\·ers are not allo,\ed and minimum slope shall be 2(Yo. 4. All short plats shall provide separate sewer stubs to each building lot prior to recording of the short plat. Separate permits and fees for side sewers will be required. SURFACE WATER I. The Surface Water Sys•.em D,·velopment Charges are based on a rate of $759.00 x 4 single-family homes. Estimated lees based on the entire site pion is S3.03.6.00. Payment of these fees will be required prior to issuance of utility construc1io11 pcrrni 1 •• 2. A preliminary drainage repon has been submittl'd and reviewed. The drainage report states the project is exempt from detention ,md w~1:-er quality. 3. Applicant will be required to tightlinc all roof downspout systems and footing drains to a storm system. A geotechnical report dated January 16, 2004 was submitted. A revised report should be required as it is recommending that tl1e roof and footing drains be tied into the neighboring storm vault being built by the Webber Short Plat. It is not clear if this in option or if both parties have agreed to this. 4. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The first order of business shall be instollation of a silt fence along the perimeter of the site that is to be disturbed. The silt fence shall be in place before clearing and grading is mitiated. This will be required during the construction ofbolh off-site and on-site improvements as well as building construction. TRANSPORTA TIO:\ I. Street lighting is not required. 2. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 3. A traffic control plan. approwd by the Ci1y will be required for any construction impacting the City's right of way. MISCELLANF:Ot:S I. Construction pLm indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior w any pem1it bemg issued. 2. Haul hours shall be restricted to 8:30 a.111. to 3:30 p.m. unless approved in advance by the Development Services Division. 3. Rockenes or walls to be constructed greater than 4 feet in height will require a separate building permit and the following ootesh,11_1 be added to the civil plans: 2 ''!\II rockeri,·s or w,ill, grcalcT than 4 !eel in height will require a sepcrate building permit. A licensed cngincc'r \\'ith ~eo-LThni..._·;__i] 1..,'X\JlTti.-;c rnust be rctnincd for proposed rockeries t,Tfeater than four feet in hL'1ght. The ergine'--T rnv;t ·11unito1· ro,.._·kcry construction and verify in writing that the rockery was cu11'.-strudcd 1n )-'.Cncr;il .1ccnrcLmcc "''·1th i\R( · standards and Yvith his/her supplemental recommendations, in a protC:ssiomil mannl".r :rnd or competent and suitable material. VVritten verification by the engineer must be pro,·idcd to the Cit, or Rrnton public works mspcctor prior to approval of an occupancy permit or plat apprnYal for the proJecL'. 4. Mailboxes are required to be clearly noted and shown on the construction plans at time of submittal, Plans shall also include a note requiring a ''NO PARKING" sign be posted. 5. Separate permits and fees for side sewers. water meters, and stonn drainage connections will be required. PLAN REVIEW -GEi\EHAL I. 1\ll plans shall conform to the Renton Drafting Standards. 2. All required utility. drainage and street improvements will require separate plan submittals prepared accordmg to City of Renton dratting standards by a licensed Civil Engineer. 3. When plans arc comp let<: three copies or the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use. but prior to preparing a check. 1t is recommended to call 425-430-7266 for a fee estimate as gL'llel";JtCd hy the jll'TIT1ll S) Sh.'111. 4. Applicant shall be responsible for securing all necessary private or public easements for utilities and/or street trnprovements. RECOMMENDED CONDITIOi\S 1. Traffic Mitigation Fees are based on a rate of $75.00 x 9.57 trips x 4 new single-family homes. Estimated fees based on the sne plan is $2.871 .00. Payment of these fees will be required prior to recording of the plat. 2. Staff recommends a condition requiring this project to design and comply with Department of Ecology's Erosion and Scd1mrnt Control Rcquimncnts as outlined in Volume II of the Stonnwater Management Manual. 3. Staff is recommending a condition requiring this project to comply with the 2005 King County Surface Water Design Manual 10 meet both detention (Conservation Flow control -a.k.a. Level 2) and water quality improvements 1fproJect requires detention under the 1990 KCSWM. 3 City o ... enton Department of Planning I Building I Pub , . larks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: OCTOBER 29, 2007 APPLICATION NO: LUA07-119, PP, ECF DATE CIRCULATED: OCTOBER 15, 2007 APPLICANT: Jim Daloav, Jr PROJECT MANAGER: Jill Dinq PROJECT TITLE: Daloav Preliminarv Plat Phase Ill PLAN REVIEW: Jan Illian SITE AREA: 72,332 sauare feet BUILDING AREA /oross): N/A LOCATION: 1801 Redmond Place NE WORK ORDER NO: 77826 SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earlh Housino Air Aesthetics Water Licrhl!Glars Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional i mation is needed to properly assess this proposal. Signature of Direc Date' Project Name: Project Address: Contact Person: Permit Number: Project Description: Land Use Type: ..i2t'Residential D Retail D Non-retail Calculation: t\ 1 q,S7 :o SB,L~'f~ Transportation Mitigation Fee: LI.JI\ o7-\I"'\ Method of Calculation: ~TE Trip Generation Manual, 7th Edition D Traffic Study D Other / ('Z.\O) SI'.'!<-C\,S7 f)"'-- Calculated by: S..i.:.·..1.:\\,.,..1 ·.....,_,,.w"""----------Date: 1Dl\8 l2XJ1>1:::: I Date of Payment: --------------------------- City o .... nton Department of Planning I Building I Pub _ 'arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'Tr COMMENTS DUE: OCTOBER 29, 2007 APPLICATION NO: LUA0?-119, PP. ECF DATE CIRCULATED: OCTOBER 15, 2007 APPLICANT: Jim Dal a , Jr. PROJECT MANAGER: Jill Din PROJECT TITLE: Dal Plat Phase Ill PLAN REVIEW: Jan Illian SITE AREA: 72,332 s uare feet BUILDING AREA ross : N/A LOCATION: 1801 Redmond Place NE WORK ORDER NO: 77826 SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable Mora Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housino Air Aesthetics Water Lm/JVG/are Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal_ Signature of Director or Authorized Representative Date • DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM October 22, 2007 Jill Ding, Senior Planner Corey Thomas, Plans Review Inspector Comments for Dalpay Ill Short Plat Environmental Impact Comments: 1. The fire mitigation fees are applicable at the rate of $488 per new lot. This fee is payable prior to recording of the plat. Code-Related Comments: 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structure. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. (Square footage for dwellings include garage and basements areas.) 2. Fire apparatus access road is required to be a minimum of 20-feet wide paved roadway with maximum slopes of 15%. Turning radius are 25-feet inside and 45-feet outside. Dead-end roads that exceed 300-feet long are required to have a 90-foot diameter cul-de-sac, hammerheads are not acceptable. If roadways are constructed over storm detention vaults, they shall be capable of supporting 30-ton apparatus with 322-psi point loading. 3. Homes on dead-end streets that exceed 500-feet are required to be equipped with an approved residential fire sprinkler system, this applies to lots 2, 3 and 4. Minimum 1- inch water meters are required for homes with fire sprinker systems and recommend running 11 /2-inch lines from meter into homes. CT:ct dalpaylllsp City o, .. enton Department of Planning I Building I Pub,,o Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REv1Ew1NG DEPARTMENT: += 1 re_ COMMENTS DUE: OCT-OBER-~;-2007 APPLICATION NO: LUA07-119, PP, ECF DATE CIRCULATED:! oc+osER':15 !zoo± APPLICANT: Jim Dalpay, Jr. PROJECT MANAGER: Jill Dinq PROJECT TITLE: Dalpav Preliminary Plat Phase Ill PLAN REVIEW: Jan Illian OCT 1 5 2007 I SITE AREA: 72,332 sauare feet BUILDING AREA /nrossl: N/A LOCATION: 1801 Redmond Place NE WORK ORDER NO: 77826 SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water Uaht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addilional inlormation is needj~:;:;;_4:;:sal /t_/ I~ h- 7 Signature of Director or Authorized RepGentative Date 1 City of .. _ nton Department of Planning I Building I Public , , arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET - REVIEWING DEPARTMENT: PQ.y/(,; COMMENTS DUE: OCTOBER 29, 2007 111 .... .,;;;> = APPLICATION NO: LUA07-119, PP, ECF DATE CIRCULATED: OCTOBER 15, 2007 "' UJ - APPLICANT: Jim Daloav, Jr. PROJECT MANAGER: Jill Dina ,-.; PROJECT TITLE: Daloav Preliminarv Plat Phase Ill PLAN REVIEW: Jan Illian y I-u BUILDING AREA lnrossl: NIA ~ -SITE AREA: 72,332 sauare feet LOCATION: 1801 Redmond Place NE WORK ORDER NO: 77826 II) w ?U i:::> zffi U} ct:~ Oz >-::J c.·:~ . ,~· ,_ "" ' j SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review far the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract A ENVIRONMENTAL IMPACT (e.g. Non-Code} COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earlh Housina Air Aesthetics Water Liaht!Gfare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public SeNices Energy/ Historic/Cultural Natural Resources Preservation Airport Environmenf 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS .;;111/l/i, 0.//,q__ /lO .A-"Yl y~ k> ~/:a C. CODE-RELATED COMMENTS ~. Q/L,Q. /1,{)_,A/n'l~ We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where add{tional information is nee d to properly assess this proposal. Signature of Director or Authorized Representative City of. __ nton Department of Planning I Building I Public .. arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: (I~;~/ !:-u c)·1(1n COMMENTS DUE: OCTOBER 29, 2007 APPLICATION NO: LUA07-119, PP, ECF DATE CIRCULATED: OCTOBER 15, 2007 APPLICANT: Jim Daloav, Jr. PROJECT MANAGER: Jill Dina A E C F ! ·JE D PROJECT TITLE: Dalpay Preliminarv Plat Phase Ill PLAN REVIEW: Jan Illian SITE AREA: 72,332 square feet BUILDING AREA lnrossl: NIA LOCATION: 1801 Redmond Place NE I WORK ORDER NO: 77826 8U1LDING DIVISION SUMMARY OF PROPOSAL: The applicant is requesting Preliminary Plat approval and Environmental (SEPA) Review for the subdivision of an existing 72,332 square foot lot zoned Residential -8 dwelling units per acre (R-8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03-125), which was recorded in September of 2005 (recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet. Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Uaht/G/are Plants Recreation Land/Shoreline Use Utilities Animals TranstJortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TEO COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional information is n eded to properly assess this proposal. Date 1c1tz/oz - CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 151 h day of October, 2007, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, NOA, Environmental Checklist, & PMT's documents. information was sent to: Name Agencies Aleanna Kondelis, Cramer NW, Inc. Jim Dalpay, Jr. Surrounding Property Owners -NOA only (Signature of Sender): ,dhtj ~ STATE OF WASHINGTON ) ) ss COUNTY OF KING ) See Attached Contact Owner/Applicant See Attached Project Name: Dalpay Preliminary Plat Phase Ill Project Number: LUA0?-119, PP, ECF template -affidavit of service by mailing Reoresentina This • Dept. of Ecology • Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) WDFW -Stewart Reinbold ' Muckleshoot Indian Tribe Fisheries Dept. c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160'" Ave SE 39015 -172°' Avenue SE Bellevue, WA 98008 Auburn, WA 98092 . WSDOT Northwest Region • Duwamish Tribal Office• Muckleshoot Cultural Resources Program• Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Ms Melissa Calvert King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 39015 172°' Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-971 O US Army Corp. of Engineers • KC Wastewater Treatment Division * Office of Archaeology & Historic Seattle District Office Environmental Planning Supervisor Preservation* Attn: SEPA Reviewer Ms. Shirley Marroquin Attn: Stephanie Kramer PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98124 Seattle, WA 98104-3855 Olvmoia, WA 98504-8343 Boyd Powers • Depart. of Natural Resources PO Box 47015 Olvmoia, WA 98504-7015 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 SE 72°' Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Municipal Liason Manager Steve Lancaster, Responsible Official Gary Kriedt Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities State Department of Ecology Real Estate Services NW Regional Office Title Examiner 3190 160~ Avenue SE 700 Fifth Avenue, Suite 4900 Bellevue, WA 98008-5452 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. ' template -affidavit of service by mailing • 042305938708 AMERICAN CLASSIC HOMES 644 STRANDER BLVD #271 SEATILE WA 98188 042305938005 D'HONDT JUSTIN P+PECK KERI 1819 REDMOND PL NE RENTON WA 98056 779100014009 DESIDERIO JOSE A 1609 SHELTON AVE NE RENTON WA 98056 042305928709 HAUGEN LAWRENCE A 3839 NE 19TH ST RENTON WA 98056 042305903009 LEFEVER BERYL E 27001 SE 175TH PL ISSAQUAH WA 98027 042305937908 MCGLOTHIN DENNIS J 10495 DIXON DR S SEATILE WA 98178 779100015006 MYERS TED A 1603 SHELTON AVE NE RENTON WA 98056 188764011006 PADGETI SUZANNE RENEE+LEGAS 1901 REDMOND AVE NE RENTON WA 98056 779100010007 SMITH DOYLE E 1715 SHELTON AVE NE RENTON WA 98055 042305913602 TRAVERSO MARKT & BETH P BOX 1358 FALL CITY WA 98024 042305911606 BARFKNECHT PAUL R 3807 NE 19TH ST RENTON WA 98056 042305903207 DALPAY PROPERTIES LLC PO BOX 2436 RENTON WA 98059 042305938104 DIAZ STEPHANIE J 1813 REDMOND PL NE RENTON WA 98056 779100008001 HAVERLY MAYNARD L JR 1893 SHELTON AVE NE RENTON WA 98055 188764012004 LOUIE WANDA 3718 NE 19TH ST RENTON WA 98056 042305938609 MOEHRING MARK A+MICHELLE M 1816 QUEEN PL NE RENTON WA 98056 042305938401 NGUYEN MY LINH N 3719 NE 19TH ST RENTON WA 98056 042305926406 RAKETTY HENRY 1901 SHELTON AVE NE RENTON WA 98055 042305903108 STOWE JASON P 3731 NE 19TH ST RENTON WA 98056 042305923106 VELDYKE REALTY INC 5500 RAINIER AVE S SEATILE WA 98118 042305938906 CLARK DALE R+MAGGIE R 1801 QUEEN PL NE RENTON WA 98056 779100012003 DAVIS PHYLLIS 222 SW 293RD ST FEDERAL WAY WA 98023 042305906804 FIRST UKRAINIAN PENTECOSTAL 3811 NE 21ST ST RENTON WA 98056 779100013001 KRALL RANDI W+DENISE M 1615 SHELTON AVE NE RENTON WA 98056 779100011005 MAI CAO T/ BUI KIM ANH T 4823 162 PL SE BELLEVUE WA 98006 779100009009 MURILLO MARIANO M+CONSTANCI 1805 SHELTON AVE NE RENTON WA 98056 042305938203 ONG SING H+NITA H 1807 REDMOND PL NE RENTON WA 98056 042305938302 REDINGER HANS+JULIE 3725 NE 19TH ST RENTON WA 98056 042305938500 TRAN LIEN 1822 QUEEN PL NE RENTON WA 98056 042305938807 VON HOUCK OLGA M+RODNEY 1804 QUEEN PL NE RENTON WA 98056 I :~~ ~~<, ~'N'T NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: LAND USE NUMBER: PROJECT NAME: October 15, 2007 LUA07-119, PP, ECF Dalpay Preliminary Plat Phase Ill PROJECT DESCRIPTION: The applicant is requesting Preliminary Plat approval and Environmental (SEPA} Review for the subdivision of an existing 72,332 square foot lot zoned Residential ~ 8 dwelling units per acre (R~8) into 4 lots. The project site was previously part of the Dalpay Estates Div II short plat (LUA03~125), which was recorded in September of 2005 {recording # 20050927900007). As the site was previously part of a subdivision that was recorded less than 5 years ago, the current subdivision is required to reviewed as a preliminary plat. The proposed lot sizes are as follows: Lot 1 is 8,140 square feet, Lot 2 is 12,985 square feet, Lot 3 is 12,879 square feet, and Lot 4 is 7,462 square feet Access to Lot 1 would be provided via an existing 20-foot wide private access easement off of NE 19th Street and access to lots 2-4 would be provided via a private street off of Redmond Court NE. Steep slopes are located on the project site and would be protected in a senstive area tract. PROJECT LOCATION: 1801 Redmond Place NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS,M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton Is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: October 3, 2007 October 15, 2007 APPLICANT/PROJECT CONTACT PERSON: Aleanna Kondelis, Cramer NW, Inc.; Tel: (253) 852-4880; Eml: ale@cramernw.com Permits/Review Requested: Other Permits which may be required: Environmental (SEPA) Review, Preliminary Plat approval Utility Construction, Building and Fire Permits Geotechnical Report and Drainage Report Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 Public hearing is tentatively scheduled for December 4, 2007 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. The subject site is designated Residential Single Family (RSF) on the City of Renton Comprehensive Land Use Map and Residential -8 (R-8) on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject to the City's SEPA ordinance, RMC 4-4-030 Development Guidelines and Regulations, RMC 4-6-030 Drainage and other applicable codes and regulations as appropriate. , , Proposed Mitigati on Meas ures: The fo llowin g Mi ti ga ti on Measures will likely be imposed on the proposed proj ect. These recommended Mitigation Measu res address project impacts not covered by existing codes and regula tions as cited above . The applicant will be required to pay the appropriate Transportation Mitigation Fee ; The applicant will be required to pay the appropriate Fire Mitigation Fee; The applicant will be required to pay the appropriate Parks Mitigation Fee; Erosion Control shall comply with the 2005 Department of Ecology Stormwater Management Manual; and Drainage improvements shall comply with the 2005 King County Surface Water Design Manual. Comm ents on th e abov e a pplica ti on mu st be s ubmitted in writing to Jill Din g, Se ni o r Pl ann er, Dev elopm ent Services Di v ision, 1055 South G rady W ay, Renton, WA 98057, by 5:00 PM o n October 29, 20 07. This m atter is a lso ten ta tive ly sch eduled for a pu bli c he aring on Dece mber 4, 200 7, at 9:00 AM . Council Chambers, Seventh Floor, Renton City Hall , 1055 South Grady Way, Renton. If you are in te rested in attending the hearing , please contact the Development Services Division to ensure that the hearing has not been reschedul ed at (42 5) 430-7282 . If comments cannot be submitted in writi ng by the date indicated above , you may still appear at the hearing and present your comments on the proposal before the Hea ri ng Exa m ine r. If yo u have questions about this pro posa l, or wish to be made a party of reco rd and rece ive add itional information by mail, please contact th e project manager. Anyone who su bm its written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON : Jill K. Ding , Senior Eml : jding @ ci.renton.wa.us Planner; T e l : (4 25) 430-7219 ; PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would li ke t o be made a pa rty of re cord to receive further i nformation on thi s proposed p roject , complete t h is form and return to: City of Renton , D evelopment Planning , 1055 So. Grady Way, Renton , WA 98057. Name/Fil e No.: Dalpay Prelimi nary Plat P h ase III/LUA0?-119, PP, ECF NAME: MAI LI NG ADDRE SS: T E LEPH ONE NO.: NOTICE OF APPLICATI ON AND PROPOSED DETERM INATION OF NON -SIGNIFICANCE-M IT IGATED (DNS-M) DATE: LAND USE NUMBER: PROJECT NAME: October 15, 2 007 LUA07-119, PP. EC F Da paf P relirrnnary Plat Phase Ill PROJECT DESCRIPTION: The applic.anl is req.iesl1ng Prel minar1 Pat approval and En11ir:::.nmef1lal :SEPA) Review for the subdivision of an e;,cisting 72 332 square foot lot zcnad Reside11l ial -8 dwa!I ng units per acre {R-8; into 4 lots The proJect site was previously parl cf the Oalpay Estates O,v II she rt plat \LUA03-• 25). wh ich wa s recorded 1n September of 2005 {recording # 20050927900007) As t1,e sil e was prev1::>usly par1 of a subci~'ision that was recorded less than 5 years ago. tn e current subdivi sion is required lo re view ed as a preliminary p,al Ttie proposed cl s izes are as fo'lows. Lot 1 1s 8,140 squa•e fee: Lot 2 is 12,985 square feet lot 3 is ·2.879 square feet. ;:and Lot 4 is 7 462 square feet. Access to lot 1 •Noukl be provided •Ji.a ~n ex,stJny 20.foo: w ·de private access easeme11 t off or NE 19th Street and access to lots 2-4 would be provided vta a p·ivale street off of Redrno11d Court NE Steep s lopes are localed on th e project site and would be protected in a sensl1ve area tract PROJECT LOCATION, 180 1 Reclmonc P lace NE OPTIONAL DETERMI NATION OF NON-SIGNIFICANCE, MITIGATED (ONS-M): As lhe lead Agency, ine City o f Rento n 'las determined tnat significant erwironme'ltal impacts are unlikely l o res\111 from the prop:)sed ~rojacl Therefore. as perm tted under the RCW 43 21C 11 0. tt1e City o f Renton is us.ng lhe Optional DNS-M precess to give no~ice tho:11 a DNS- M 1s likely to be issued Comme,11 periods for !'le pro,ect and the proposed ONS-M <1re integrated into a single commenl period The re will be no cor1ment period follo,..:ing tre issJance o ' :he Thresho d Oe1e·r111nation of Ncn-S1gnificaoce- Mil1galed {ONS-M). A 14-day appeal penod 'MIi fuUow tt·e 1ssua11ce cf the ON S-M PERMIT APPLICATION DATE, October 3. W07 NOTIC E O F COMPLETE APPLICATION: Oc:ober 15, 2007 APP LICANT/PROJECT CO NTACT PERSON: Aleanna Kondelis . Cramer NW , Inc.: Tel: (253} 852-4880: Eml : alc@cramcrnw.eom Permilsi/R1:1v iew Requ&sh1d: Environmenl al lSEPAI Rev iew, Preliminary P lat approva l Ot her P ermits which may be re quired: Utility Construction. Building and Fir e Permits Requ1:1s h1d Studi es: Geoh1chni c.ii l Report ;1nd Or;t.i n<1ge Report Locatlon where application may be revi ew ed: Plannin~IBuild ing/Public W ork s Dep artment, Development Services Division. Sixth Floor Renton City Hall, 1055 South Grady Way, Ren ton . WA 98057 PUBLIC HE ARING: Put:liy re.,iring 1s tenta'.Nely sct1~ch.Jaj for December 4 2007 tmfo1e thi: R~'ltgr, Hear ,,g EJCs!rn 11e;r l"l Rentgn Council Chsirnb .. ,s Hectri,gs begin at 9 00 AM on :ne i'th flocr cf the ne"""· Rtm'.on Ci:1 Hall local ed at 1055 Sout'l Gr<1dy Way CONS ISTENCY OVERVIEW: Z oni ng/l and Use: Environ ment al Ocx u monts that Evaluate t he Proposed P roject : Development Regul ations Used For Project Mit igation: The stJbJ ect si!e i s d es1;y1ated R esklential Single Fam·l y (RSF Jon 1he Cil~· of Rentori Com;v e"lens ve Land Use M ap and Resicen11al • B \R-8) on the C 11~·s Zon ng M.,ip Erh'1ronmen'.al (SEPAt C1 eckl1 s1 The D(:>,ect vv II be s 1...t1ec1 I:> the City's SEPA ord,nance RMC 4-4-03'.) Deve cpme,;: Gu delmes and Regulations, RMC 4..6·030 Drainage and other appl c ab le cedes and reg 1..,1a:1ons as approp•iate Proposed Mitigation Measures: nic follcw1ng M 1ttgai1on M e.asures will l1ke!y be imposed on t/"e i:rq:oscd pro1ect These recomr,ended Mil g<1t on Measures address ptoJect 1mpac1s not covered by ex1sthg codes and r egulatio,s as ci ted above The app.'icanr will be t"6QtNf:K1 to pay tne appropnate Tr.wsportiltlDn Mif,g8tion Fee. The applicant will bo roqwred to pay ma appropriMtB Fire M,:1ga!Jo11 ,-..ec; The appbcant will btJ required tc: pay the ap;;ropr.ate Parks M1t,gatim1 Fl.Hi. Erosion Control shafJ comply wrth tlie 2005 Departmer;r of Eco:cgy Storm:,ater Ma11agem811/ Manual' an<! Dra,nago improvements sn ail comply w1tri tfle 2005 Kmg County Surface Water Desiyn Maamtl Comments on th e abov e application must ta1 .submitted in w r iting to J UI Ding, Senio r Planner, Dev elopment Sorvicos Div ision , 1055 South Grad y Way, R ento n , WA 9 8057 , by 5:00 PM on October 29, 2007. This matter is also t en tatively scheduled fo r a public h<iarlng on December 4 , 2007, at 9 :00 AM. Council ChamDers, Se11e ntn Floo, Renton City Hall, 1055 South Grady W ay, Renton ff you are interested in anend1ng the hear.ng. p ease contact !'le Development Services Oi'vis1on tc ensure that the hearirg has not ~en rescheduled a:t (425) 430-7282. If comments cannol be submitted m wr1tlng by the d;ale 1ndicaled abo~·e, ~'OU may s::11! aopc.1r al the hearhg and present your comments on the proxisal before the He,rnng Examiner lf you have questions JbOJt tn1s proposal or w,st, to be made a part'f of record and re<:etVe add1tio,ia1 inform ation by rna1 t please co,tact the prcJect manager An,one w hc suo-i1ts 'N"l:te-n comments WIii ilJtomatical,y becorre a par1y of record and w l l be not1l1ed o f any decis ·on on tt,is prcJecl CONTACT PERSO N: J ill K. Ding, Senior Planner; Tel : (425) 430 -7219 ; Eml: j d ing@ci.renton.wa .us If you w ould like to be made a party of re cord to receive f urther i nformation o n this proposed proJec1, complete this form and return to City of Renton, Dev elopment Pla nni ng, 1055 So. Grady Way . Rt!r1ton. WA 9805 7 Name/Fite No Dalpay Prelir11inary P lat Phase UI/LUA 07-119, PP, ECF NAME MAILIN G ADDRESS. TEL EPHON E N O · CERTI FI CATION I , )Jen/~@-, hereby certi fy that _1 copies of t h e abo ve document were posted by me rn _3_ conspic uou s places or nearby th e d escribed prope1t y Oll,.,''''\"''''''J ~' \..'<NN J.J;..:.'11/, ----,;-,.,s,+J,l~\'4, "\.-*, '1. DATE: IP~-'1= SIGNED: ff& ,,t~•-t.::~~i,.\ " : J. .... o,"'-, i'~ ., ;SO ""' .J. .. ~ . ""' -0 ~ -,,, ATTES T : Subscri bed and sworn before me, a Notaiy Public, in and for th e State of Washmgton res1dnj in :s -• -,,.~ ~ ~ <.1'1 .0 : :: ,-"' /\..I . /1 ~~-,..i.\ (19\.\~ /ct: ;:u,.o,;:t;±J..p , on the / CJ day o f L,C;ff)LJ-Lt u-'mS,-4:t \ ....... ~ ~§ -""'=-=~~'-=-~-NO TARYPLJCS10"""'~,~<t.:- l 1 .ASP~, ... 11 \\\\\\\''" o~~ CIT OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator ;~; Kathy Keolker, Mayor ~N~o,:;------------------------~ October 15, 2007 Aleanna Kondelis Cramer NW, Inc, 945 N Central Avenue #104 Kent, WA 98032 Subject: Dalpay Preliminary Plat Phase Ill LUA07-119, PP, ECF Dear Ms. Kondelis: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on November 5, 2007. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on December 4, 2007 at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or tepresentative(s) of the applicant are required to be . present at the public hearing. A copy of the staff report will be mailed to you prior to the scheduled hearing. Please contact me at ( 425) 430-7219 if you have any questions. Sincerely, (j)J1{;J2u·· t7"~11 K. 1;)ing Semor Planner . cc: Jim Dalpay, Jr. I Owner ------J-0-55_S_o_u_th_G_ra_d_y_W~a-y---Re-n-to_n_, W-as-h,-_n_gto_n-98_0_5~7------~ @ This paper contait'ls 50% recycled material, 30% post consumer AHEAD OF THE CURVE October 15, 2007 Michael Fortson Department of Transportation Renton School District 1220 N 4'h Street Renton, WA 98055 Subject: Dalpay Preliminary Plat Phase III LUA07-119, PP, ECF CI1:'Y F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator p\.}J'IN\NG 0eviiii~ENTON OCi 2 3 11lll? Re.CE\\JEO The City of Renton Development Services Division has received an application for a 4-lo, sing:e-fa,nily subdivision located at 1801 Redmond Place NE. Please see the enclosed Notice of Application for further details. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98057 by October 29, 2007. Elementary School: -~··;,..~.,.-ul-1..l~';.ct~' ...:I -co· ,ec· 1~_,_/ 4_,_,_t""'~-"'"1t_,.',_,.[_,_·,--'-(~:.::,==---------------- Middle School: __ __._[,,_L"-'lr-"-'1K_,\.Ll-'-l '--I '_,_\;:.-[ ·.:...l -'-{-_·-__ · 5 ______________ _ . \ High School: ----+-'-'"-"-'~-I ... '--'-/ ____________________ _ Will the schools you have indicated be able to handle t?_e · pact of the additional students estimated to come from the proposed development? Yes _ No __ _ Any Comments: _______________________________ _ ------------------------------------ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7219. Sincerely, //' '-1/ ,,-;"7 _ <-jJ.J 11. j/u t7 !i~~ K. Ding j Senior Planner Encl. -------l-05_5_S_o_ut_h_G_rad_y_W_a_y ___ R_e-nt-on-.-W-a-s-hi-ng_t_on_9_80_5_7-----~ -~ @ This paper contains 50% recycled material. 30'Yo posl cur1sur,1~r ,\fll•.t\lJ OF THI·. r:t.K\"L Ale Kondelis From: Sent: To: Jill Ding [JDing@ci.renton.wa.us] Tuesday, October 02, 2007 9:49 AM Ale Kondelis Cc: Subject: Jennifer Henning; Jan Illian; Rocale Timmons RE: Dalpay Phase Ill Yes, that will suffice. »> "Ale Kondelis" <Ale@cramemw.com> 10/01/2007 3:52 PM»> Ok so one more item :) ... the property is currently owned on title by Dalpay & Associates Construction LLC, we have a quit claim deed signed by Jim Dalpay on behalf of Dalpay & Associates Construction will that suffice for Jim Dalpay signing the application? There seemed to be a bit of confusion at screening. Thanks, Ale ----Original Message-- From: Jill Ding [mailto:JDing@ci.renton.wa.us] Sent: Wednesday, September 19, 200710:16 AM To: Ale Kondelis Cc: Jennifer Henning; Jan Illian; Rocale Timmons Subject: RE: Dalpay Phase Ill Ale, You are correct the total fee would be $2500. I will waive the draft HOA materials and the plat name reservation. I'll send over the waiver form shortly. Jill K. Ding Senior Planner City of Renton 1055 S Grady Way Renton, WA 98055 jding@ci.renton.wa.us Ph: (425) 430-7219 Fx: ( 425) 430-7300 »> "Ale Kondelis" <Ale@cramernw.com> 09/19/2007 9:44 AM»> Jill, I am reviewing the preliminary plat checklist and one clarification is that SEPA is an additional $500 so the total fees are $2500, correct? Also, can we get a waiver for the plat name reservation with King County because they expire after a year so it makes more sense to get a name reservation after conditions are issued and you know the project as a chance of approval? Also, can we get waived the HOA documents as they are dependent on the conditions of approval as well? Thanks again, Ale ----Original Message-- From: Jill Ding [mailto:JDing@ci.renton.wa.us] Sent: Wednesday, September 19, 2007 8:53 AM To: Ale Kondelis Cc: Jennifer Henning; Jan Illian; Rocale Timmons Subject: RE: Dalpay Phase Ill Ale, 1 You could still submit the previow, ,tech report with the application material , new geotech report would not been needed for this project. Jill K. Ding Senior Planner City of Renton 1055 S Grady Way Renton, WA 98055 jding@ci.renton.wa.us Ph: (425) 430-7219 Fx: (425) 430-7300 »> "Ale Kondelis" <Ale@cramernw.com> 09/18/2007 4:45 PM>» Jill and Jennifer, The client would like me to ask if we can go to the hearing examiner to waive the SEPA requirements for this? He feels that the information we provided on the last short plat, that created the parent parcel, would be sufficient reporting on the sensitive areas on the site (noting that the NGPE was recorded on the site and is still being adhered to). Thanks for all your assistance. Ale --Original Message--- From: Jill Ding [mailto:JDing@ci.renton.wa.us] Sent Tuesday, September 18, 2007 1:54 PM To: Ale Kondelis Cc: Jan Illian; Rocale Timmons Subject Re: Dalpay Phase Ill Hi Ale, First of all, since the property was previously short platted fewer than 5 years ago, you are actually submitting for a preliminary plat not a short plat on the property regardless of the number of lots. This means you need to use the preliminary plat checklist, not the short plat checklist. It also means the fee increases to $2,000 and the project requires a public hearing. The preliminary plat process also triggers SEPA in and of itself, so that's why an Environmental Checklist is required. Regarding the proposal to obtain a grading permit, this will be problematic being that our City Council just adopted new tree retention requirements. I talked with Jennifer Henning about this and she thought you needed to be further along in your preliminary plat review (meaning we'd at least need to have been able to review and approve your tree retention plan) before we could issue a grading permit. Please let me know if you have any further questions. Jill K. Ding Senior Planner City of Renton 1055 S Grady Way Renton, WA 98055 jding@ci. renton. wa. us Ph: (425) 430-7219 Fx: ( 425) 430-7300 »> "Ale Kondelis" <Ale@cramernw.com> 09/18/2007 1:14 PM»> Jill and Jan, I am trying to get this third Dalpay Short Plat in and also the client, Jim Dalpay, is trying to pull a clear and grade permit. The thought is to try to catch up the WebberNeldyke short plat. Jim has taken a copy of the plans and I think talked with you Jan about the clearing and grading.do you know anything about that? What is your comments? Jill, on our initial screening at the counter of the short plat application Raquel (sp) discussed further environmental reporting that is needed. Doesn't the NGPE from the original short plat apply? Is there a way I can make an appointment with you to review the application to re-visit the pre-application comments? 2 -. Things are still a little fuzzy. Thanks, Ale Aleanna Kondelis, MPA Cramer Northwest, Inc. 945 N Central #104 Kent WA 98032 (253) 852-4880 (253) 852-4955 Fax 3 • I .c1 -·1-,:u ' ;+-J· d' " \,f ~ 1,.),/ J I / ,' } City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Jim Df/1--PIIY /'11' PROJECT OR DEVELOPMENT NAME: 1>A1PPrl-/ 1 P,SSDt 111-mf r.1NS1Rv01lVN, IN ,, ADDRESS: f !! Box 2L/3 (/ ])!l lP/1 y PH/-1..fE 3 PROJECT/ADDRESS(S)JLOCATION AND ZIP CODE: I CITY: !{afJlN I Wit ZIP: 1.8 tJ 'i1 J g't! I /i'FPm C/'I[) FL. A./ E TELEPHONE NUMBER: {2!! ft) 311 . t;,30 2 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) !}t/2?05" -<)031- NAME: EXISTING LAND USE(S): v !tt fr/../7 , s 1f.Jrrui Pf'/m1i j RfSJf)f'?J, ,f. L COMPANY (if applicable): PROPOSED LAND USE(S): 5'/Af r1t-f F l"J tYJ I l 'f N E:S If) r7-!77 lfL ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: I? ~F CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): fl I 17- TELEPHONE NUMBER EXISTING ZONING: IZ3 CONTACT PERSON PROPOSED ZONING (if applicable): fl/It NAME: /rll:7./-NNfi-KCNDf:l-!S SITE AREA (in square feet): 11, -:f,;JZ COMPANY (if applicable): (' fUrmE::fc f/ W;!N (I_. SQUARE FOOTAGE OF ;,uBUC ROADWAYS TO BE DEDICATED: /\/ fr SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: ql/'i N !'l?N7R!+L jF !fJJ/ 5ZO PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Lf3JT I wit-ZIP tjf!J3 2 TELEPHONE NUMBER AND E-MAIL ADDRESS: ACRE (if applicable): NUMBER OF PROPOSED LOTS (if applicable): 11 (2~3) 85Z-ljfSO ,:1/t{Jti/t1merfltv.l'CV! NUMBER OF NEW DWELLING UNITS (if applicable): N Ill- Q:web/pw/devserv/forms/planning/masterapp.doc 09/19/05 . . . OJECT INFORMATION (con .... ued) ,;...:...::....c..:....ic.::.c:..:..::==="------------~ PROJECT VALUE: NUMBER OF EXISTIN~pwELLING UNITS (if applicable): fi Ir SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (rr applicable): µ / fr IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENJ'AL BUILDINGS TO REMAIN (if applicable): N fr SQUARE FOOTAGE OF PROPOSi 1 NON-RESIDENTIAL BUILDINGS (if applicable): fl ft- SQUARE FOOTAGE OF EXISTING NON-RESID,,,IAL BUILDINGS TO REMAIN (rr applicable): fl NET FLOOR AREA OF Nj;·RESIDENTIAL BUILDINGS (if applicable): N fr NUMBER OF EMPLOYEES TO BE EM/JOYED BY THE NEW PROJECT (if applicable): /'I fr D AQUIFER PROTECTION AREA ONE D AQUIFER PROTECTION AREA TWO D FLOOD HAZARD AREA ~ GEOLOGIC ~¥ffiD J/uj!CS D HABITAT CONSEiATION D SHORELINE STREAMS AND LAKES o WETLANDS LEGAL DESCRIPTION OF PROPERTY ___ sq.ft. 30. Sl/~sq. ft. J ___ sq.ft. ___ sq.ft. ___ sq.ft. IAttach leaal descriotion on seoarate sheet with the followina infonnatlon included\ SITUATE IN THE 5E QUARTER OF SECTION 'f , TOWNSHIP t 3, RANGES-, IN THE CITY --- OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. Prc//rn. shc,-rP!f1.f 3. 2. J't:.PA 4. Staff will calculate applicable fees and postage: $ );.Jo tJ AFFIDAVIT OF OWNERSHIP 1. (Print Nemets) JI m Da f P:£.1 Jr· , declare lhatl am (please check one) _l:'.lhe current owner of lhe property involved in this application or__ uthorized representative to ad for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the infonnation herewith are in aU respects tn.Je and correct to the best of my knowledge and belief. I certifylhat I know or have satisfactory evidence lhat ; /irrJ J>a~ al/ Jr. signed this instrument and acknowledged it to be his/herltheir free and Untary act for the uses and purposes mentioned in the insbumenl (Signature of Owner/Representative) Notary (Print) 17.C/.o'( My appointment expires: ___ __c/ _____ _ Q:web/pw/devserv/forms/planning/masterapp.doc 2 09/19/05 DATE: TO: FROM: SUBJECT: June 1, 2006 CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM Jill Ding, Associate Planner Corey Thomas, Plans Review Inspector Comments for Dalpay Ill Short Plat 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structure. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. (Square footage for dwellings include garage and basements areas.) 2. The fire mitigation fees are applicable at the rate of $488 per new lot. This fee is payable prior to recording of the plat. 3. Fire apparatus access road is required to be a minimum of 20-feet wide paved roadway with maximum slopes of 15%. Turning radius are 25-feet inside and 45-feet outside. Dead-end roads that exceed 300-feet long are required to have a 90-foot diameter cul-de-sac, hammerheads are not acceptable. If roadways are constructed over storm detention vaults, they shall be capable of supporting 30-ton apparatus with 322-psi point loading. 4. Homes on dead-end streets that exceed 500-feet are required to be equipped with an approved residential fire sprinkler system, this applies to lots 2, 3 and 4. Minimum 1- inch water meters are required for homes with fire sprinker systems and recommend running 11 /2-inch lines from meter into homes. CT:ct dalpaylllsp CITY OF RENTON MEMO PUBLIC WORKS TO: Jill Ding Jan Illian June 5, 2006 FROM: DATE: SUBJECT: PREAPPLICATON REVIEW COMMENTS DALPAY II 3-LOT SHORT PLAT PREAPP NO, 06-062 1801 -Redmond Place NE I ' ' NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TfilS REPORT: I I The following comments on development and permitting issues are based on the pre-applicatiol) submittals made to the City of Renton by the applicant. The applicant is cautioned that Information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. · WATER I. 2. 3. 4. 5. 6. 7. 8. There is an existing 8-inch water main in NE 19th Street. A 4-inch water main was extended from NE 19th Street south into Redmond Place NE under the Dalpay Short Plat. The main was capped at the north property line of Lot l. Water service can be provided to Lot I. At this time it is not clear how applicant proposes to provide water service to Lots 2, 3 & 4. There is no water main in the immediate area. , ' The proposed project is located in the 435 Water Pressure Zone and is within Aquifer Protectioj Zone 2. Water pressure in the area is approximately 90 psi. Fire flow available in NE 19th Street i approximately 2,000 gpm. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm andj must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may bej counted towards the fire protection of this project, but are subject to verification for being within 3001 feet of the nearest corner of the buildings. j Existing hydrants counted as fire protection will be required to be retrofitted with a 5" quick! disconnect storz fitting if not already in place. ' The Water System Development Charges (SDC) are $1,956 per new building lot. These are payablej at the time the utility construction permit is issued. ' All short plats shall provide a separate water service stub to each building lot prior to recording ofi ~~~ ! Lots 2-4 will be required to be sprinklered. One-inch water meters will be required ; Dalpay II 4-Lot Short Plat 06/07/2006 SANITARY SEWER I. An 8-inch sewer main was extended along the west side of the short plat to the north known as Dalpay Short Plat. Sewer can be provided to Lot 1. 2. All short plats shall provide separate side sewer stubs to each building lot. No dual side sewers are allowed. Side sewers shall be a minimum 2% slope. 3. At this time it is not clear how applicant proposes to provide sewer service to Lots 2, 3 & 4. There is no sewer main in the immediate area. 4. The Sewer System Development Charge (SDC) is $1,017 per new building lot. This is payable at the time the utility construction permit is issued. 5. This parcel is subject to two Special Assessment Districts, Sierra Heights 9205 and Honey Creek 8611. Honey Creek assessement will be a flat fee of $250 per new single family home and Sierra Heights is approximately $985 (calculated with interest through 12/2003) per new single family residence. SURFACE WATER I. There are storm drainage facilities in NE 19th Street. 2. Drainage requirements shall comply with the King County Surface Water Design Manual 1990 Edition. A drainage plan and drainage report will be required for the site plan application. 3. The Surface Water System Development Charge (SDC) is $759 per new building lot. This is payable at the time the utility construction permit is issued. 4. Erosion Control shall comply with Department of Ecology's 200 I Stormwater Management Manual TRANSPORTATION 1. A private street may be allowed for access to six or less lots with no more than four of the Jots not abutting the public right-of-way. The private street shall be a minimum of twenty-six feet in width, with a minimum of a twenty-foot pavement section. Sidewalks are not required to be installed in private streets. How will lots 2-4 be accessed? 2. The traffic mitigation fee of $75 per additional generated trip shall be assessed per single family home at a rate of9_57 trips. ($75 x 9.57 x 4 = $2,871.00) 3. Street lighting is not required for this short plat. 4. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards and drainage shall comply with the 1990 King County Surface Water Manual as adopted by the City of Renton_ 2. When approval of preliminary plat is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. Dalpay II 4-1..ot Short Plat 0610712006 The fee for review and inspection of these improvements is 5% of the first$ I 00,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 3. The applicant is responsible for securing all necessary, if any, private utility easements prior to the recording of the short plat. 4. Separate permits and fees for water meters, side sewers, and storm drainage connections are required. 5. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility {RMC 4-3-050H2d(i)). Certain uses require operating permits {RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-030C7) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. 6. Rockeries/Retaining Walls. All rockeries or retaining walls, greater than 4 feet in height to be constructed as part of this site, will require a separate building permit and shall have the following separate note be included on the civil plan: "A licensed engineer with geo technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A separate building permit will be required." CC: .Kayren Kittrick CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: June 8, 2006 TO: Pre-Application File No. 06-062 FROM: Jill K. Ding, Associate Planner. x7219 Dalpay Ill Preliminary Plat SUBJECT: General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Planning/Building/Public Works Administrator. and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.ci.renton.wa.us. Project Proposal: The subject property is located south of NE 19'" Street and is addressed as 1801 Redmond Place NE. The proposal is to subdivide the existing 103,198 square foot (2.37 acre) parcel into 4 lots. Proposed Lot 1 area would be 8,140 square feet, proposed Lot 2 area would be 9,237 square feet, proposed Lot 3 area would be 13,799 square feet, and proposed Lot 4 area would be 10,289 square feet. Access for proposed Lot 1 would be provided via an existing 20-foot wide access easement off of NE 191 " Street that was created as a result of the recording of the Dalpay Short Plat. Access to proposed Lots 2-4 is proposed via the Veldyke Short Plat (LUA05-065), which is currently under review to the east of the subject property. Protected Slope areas are located on the central portion of the subject property. The protected slopes have been protected within a Native Growth Protection Easement recorded with the Dalpay Short Plat. The subject property was created as a result of the previous subdivision, the Dalpay Short Plat (LUA03-125). Zoning/Density Requirements: The subject property is zoned Residential -8 dwelling units per acre (R-8). The density range required in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). The method of calculating net density is as follows: A calculation of the number of housing units and/or lots that would be allowed on a property after critical areas and public rights-of-way and legally recorded private access easements are subtracted from the gross area (gross area minus streets and critical areas multiplied by allowable housing units per acre). Required critical area buffers and public and private alleys shall not be subtracted from gross acres for the purpose of net density calculations. -f-After the deduction of the 30,866 square foot Protected Slope area from the gross property area, the proposal for 4 units on the property arrives at a net density of approximately 2.4 du/ac (4 lots / 1.66 acres = 2.4 du/ac), which is below the minimum density of 4.0 du/ac required in the R-8 zone. The applicant shall be required to either revise the short plat to increase the number of lots to 7 to comply with the minimum density requirements or shall request a waiver from the Development Services Director from the minimum density requirements. If the applicant decides to ask for a density waiver, the waiver shall provide a justification in accordance with the following criteria: ~. Phasing, shadow platting, or land reserves may be used to satisfy the minimum density requirements if the applicant can demonstrate that the current development would not preclude the provision of adequate access and Dalpay Ill Preliminary F June 8, 2006 Page 2 of 5 re-Applicafion Meefing infrastructure to future development and would allow for the eventual satisfaction of minimum density requirements through future development. 2. In the event the applicant can show that minimum density cannot be achieved due to lot configuration, lack of access, environmental or physical constraints, minimum density requirements may be waived by the Reviewing Official. Development Standards: The R-8 zone permtts one residential structure/ unit per lot. Detached accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Minimum Lot Size, Width and Depth -The minimum lot size permitted in the R-8 is 4,500 square feet for lots greater than 1 acre in size and 5,000 square feet for lots 1 acre or less in size. The total lot area of the subject site is greater than 1 acre; therefore a minimum lot size of 4,500 square feet is applicable to the proposed project. A minimum lot width of 50 feet for interior lots and 60 feet for comer lots, as well as a minimum lot depth of 65 feet, is also required. As proposed, the new Jots appear to comply with the minimum lot size, width, and depth requirements. Lot area is calculated after sensitive areas, private access easements, and panhandles are deducted from the lot area. The gross and net lot areas for each lot shall be provided at the time of formal land use application. Building Standards -The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Lots under 5,000 square feet in size are permitted a maximum building coverage of 50% of the lot area. Building height is restricted to 30 feet and 2-stories. Detached accessory structures must remain below a height of 15 feet and one-story or can be up to 30 feet and 2 stories if the use of the structure is animal husbandry related. The gross flOor area must be less than that of the primary structure. Accessory structures are also included in building lot coverage calculations. The proposal's compliance with the building standards would be verified at the time of building permit review. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the R-8 zone are 15 feet in front for the primary structure and 20 feet in front for the attached garage, 20 feet in the rear, 5 feet on interior side yards, and 15 feet on side yards along streets (including access easements) for the primary structure and 20 feet on side yards along streets (including access easements) for the attached garage. The proposed lots appear to contain adequate area for the required setback areas. Access/Parking: The groposal is to access proposed Lot 1 via an existing 20-foot wide access easement off of NE 19 Street that was created as a result of the recording of the Dalpay Short Plat. Access to proposed Lots 2-4 is proposed via the Veldyke Short Plat (LUA05-065), which is currently under review to the east of the subject property. Each lot is required to accommodate off street parking for a minimum of two vehicles. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. To access proposed Lots 2-4 via the property to the east, the applicant will need to provide proof of an access easement. In addition, the access easement proposed to be created as a result of the Veldyke Short Plat would provide access for a maximum of two lots. If the applicant wishes to access all 3 lots off of the proposed easement, the width of the easement shall be increased to 26 feet. If an additional easement is proposed over the storm drainage detention tract, the minimum width of the easement shall be 20 feet. The minimum width required for a panhandle driveway is 20 feet. The proposed panhandle serving Lot 3 shall be revised to be 20 feet in width. Private streets are allowed for access to six or fewer lots, provided at least two of the six lots abut a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of oaving. Pn,06-062 (R-8 4-lot prelim. plat).doc Dalpay Ill Preliminary Plat P June 8, 2006 Page 3 of 5 ,plication Meeting Addresses of lots along private streets are to be visible from the public street by provision of a sign stating all house numbers, and the sign is to be located at the intersection of the private street and the public street. Driveway Grades: The maximum driveway slopes cannot exceed 15%, provided that driveways exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance from the Planning/Building/Public Works Administrator is required. Landscaping and Open Space: For plats abutting non-arterial public streets, the minimum off-site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip provided that if there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For plats abutting principal, minor or collector arterials, the width increases to 10 ft. unless otherwise detenmined by the reviewing official during the subdivision process. The property does not appear to abut a public right-of-way, therefore no landscaping along a public right-of-way would be required. ;S -;--Tree requirements for plats include at least two (2) trees of a City approved species with a minimum J -"'< caliper of 1 Y. inches per tree must be planted in the front yard or planting strip of every lot prior to ,\;;:; ~ building occupancy. ·"--._ ~' ~\ A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professional. The plan shall show two trees within the front yards of each lot. "-1 "" --~-\= ~- Significant Tree Retention: A tree inventory and a tree retention plan shall be provided with the formal land use application. The tree retention plan must show preservation of at least 25% of significant trees [those with a minimum diameter of 8" (evergreen) or 12" (deciduous) when measured four feet above grade), and indicate how proposed building footprints will be sited to accommodate preservation of significant trees that will be retained. The following species are exempted from the retention requirements outside of critical areas: All Populus species including cottonwood (Populus trichocarpa), quaking aspen (Populus tremuloides), lombardy poplar (Populus nigra "ltalica"), etc. • All Alnus species which includes red alder (Alnus oregona), black alder (Alnus glutinosa), white alder (Alnus rhombifolia), etc. Salix species which includes weeping willow (Salix babylonica), etc., unless along a stream bank and away from paved areas. All Platanus species which include London plane tree (Platanus acerifolia), American sycamore, buttonwood (Platanus occidentalis), etc. Environmental Review: Based on the City's Critical Areas Maps, the subject site contains steep slopes. Sensitive slopes have grades from 25% to 40%. Specific standards apply for development located within sensitive slopes and landslide hazard areas. Protected slopes are defined as topographical features that slope in excess of 40% and have a vertical rise of 15 feet or more. Development is prohibited on protected slopes, please see RMC 4-3-050J for additional information. It appears that the subject property contains protected and sensitive slopes. The location of protected slopes triggers Environmental (SEPA) Review. As required by the City's Critical Areas Regulations, a slope delineation indicating the location of steep slopes will be required as part of the formal land use application. Pursuant to the Renton Municipal Code (RMC 4-3-050J) the applicant will be required to obtain a geotechnical report stamped and signed from a Geotechnical Engineer stating that the site is suitable for development and addresses soils, geology and other key elements. In addition, the report will need to address any special construction requirements deemed necessary by the Geotechnical Engineer. Through t_he preliminary plat review process, the City may condition the approval of the development in order to require mitigation of any potential hazards based on the results of the study. In addition, pursuant to RMC section 4-3-050.J.3, the geotechnical report submitted with the application may be Pre06-062 (R-8 4-lot prelim. plat).doc - Dalpay Ill Preliminary Plat Pre-Ap tion Meeting June 8, 2006 Page4 of 5 required to undergo independent secondary review by a qualified specialist selected by the City at the applicant's expense. Permit Requirements: The project would require Preliminary Plat approval and Environmental (SEPA) Review. The review process would be completed within an estimated time frame of 10 to 12 weeks. The project would go before the Hearing Examiner for a recommendation to the City Council. The Hearing Examiner's recommendation, as well as the decision issued by the City Council, would be subject to two-week appeal periods. The Preliminary Plat application fee is $2,000 with Y:.. off subsequent applications. The Environmental (SEPA) Review fee is dependent on project value: less than $100,000 is $200 (1/2 of $400.00 full fee) and project value over $100,000 is a $500.00 fee (1/2 of $1000.00 full fee). The applicant will be required to install a public information sign on the property prior to submittal of the application. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Plat approval is obtained, the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before submitting for Final Plat approval. The Final Plat process also requires City Council approval. Once final approval is received, the plat may be recorded. The newly created lots may only be sold after the plat has been recorded. Fees: In addition to the applicable building and construction permit fees, the following mitigation fees would be required prior to the recording of the plat. Credit for the existing residence would be given. • A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project with credit given for the existing residence; and • A Fire Mitigation Fee based on $488 per new single family residence with credit given for the existing residence. Expiration: Upon preliminary approval, the preliminary plat approval is valid for five years with a possible one-year extension. Consistency with the Comprehensive Plan: The proposed development would be located within the Residential Single Family (RSF) Comprehensive Plan Land Use designation. The following proposed policies are applicable to the proposal: Land Use Element Objective LU-FF: Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1. Are planned at urban densities and implement Growth Management targets, 2. Promote expansion and use of public transportation; and 3. Make more efficient use of urban services and infrastructure. Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Polley LU-150. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. Pre06-062 (R-8 4-lol prelirn. plat).doc · Dalpay Ill Preliminary P June 8, 2006 Page 5 of 5 re-Application Meeting Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. Policy LU-154. Interpret development standards to support new plats and infill project designs incorporating street locations, Jot configurations, and building envelopes that address privacy and quality of life for existing residents. Community Design Element Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The following policies are advisory and are Intended to inform the applicant of the City Council's desired outcome for infill development. Code implementing these policies is on the department's work program and may be adopted prior to formal review of projects now at the pre-application stage. 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 draw on elements of existing development such as placement of structures, vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. Polley CD-14. Architecture of new structures in established areas should be visually compatible with other structures on the site and wijh adjacent development. Visual compatibility should be evaluated using the following criteria: a. Where there are differences in height (e.g., new two-store development adjacent to single- story structures), the architecture of the new structure should include details and elements of design such as window treatment, roof type, entries, or porches that reduce the visual mass of the structure. b. Garages, whether attached or detached, should be constructed using the same pattern of development established in the vicinity. c. Structures should have entries, windows, and doors located to maintain privacy in neighboring yards and buildings. cc: Jennifer Henning Pre06-062 (R-8 4-lot prelim. plat).doc .. • )EVELOPMENT SERVICES DIVISION WAIVEK OF SUBMITTAL REQUIR-.JIENTS FOR LAND USE APPLICATIONS :J; i;l::~:::1::M:::t:i:i:;;:;;::;,;1;;;;::::::HI;!;:::::: Parking, Lot Coverage & Landscaping Analysis, ~Ia~0.~,~l(f1Jf~1ii1;lll \ill!!f1!;/l:'i :w:\i)i'.i!Mti !i'i\it!fa Site Plan 2 AND, §tf~irii[)l!l~ill1,;f~niii¥11JrJ;!1lI!Ji11t!I!il1'l1!Ii Stream or Lake Study, Supplemental 4 ~i&1esl!l:1Etfin111~1t1i1:i11JIM11rn;11\ii!irni1i Street Profiles 2 ™tl!!l!rl!ltlil!~li;!i~#ll\\ll!li!llr!ig';1!!1;l1\ Utilitie:, Plan, Generalized 2 ,· : ;,mrutl!:~m"B11w1nl!J,lll111i1!1111,wlf1i;t:;w:ntrr1i11 Wetlands Mitigation Plan, Preliminary 4 1mBtliil!li!n1I~!H'~;rl'I1\111i!!!!1\1{1;1;fj@i\!1f;;ll'L Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND a Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section PROJECT NAME: 1:M1 PlMJ s i~ ~ (:± r Lil 1: DATE: I 2::1 J-1 \ 0 II 4. Development Planning Section 0'.\WEB\PW\OEVSERV\Forms\Planning\waiverofsubmittalreqs_9-06.xls 09/06 DEVELOPMENT SERVICES DIVISION WAIVE .. .)F SUBMITTAL REQUIRcMENTS FOR LAND USE APPLICATIONS t/1:l1ll~i,1'itll\lfJi11lill:1llrl!lllii1!tll!!I i1iilll.ill Il1Rtlllf 1! Calculations 1 ~e!erllll~11'111Jix1*\i,llitii~i'!I!1t!t'i1;1/:!ilii11;;i!()!\1Ji1I1'it Construction Mitigation Description 2 AND 4 Environmental Checklist , ixlltBB;IB!il1mwltlfJi'!;it\fli'i!}fi11i Existing Easements (Recorded Copy), !'ltlM!mll~ll.l11!/111ti:1;1!1ilifiI!1/iJ!';Ji;1i\'ii'im,!J!lilliti11/lI Floor Plans , AND, • ~gjijf~,·-il¥l~~Jii;jl!!t:4l,;;,,;1;;'ff;l; %1Xi i; • Grading Plan, Conceptual 2 . ~p:1/jjii;p'~i#i~iiii?iiii&;J;. ;;:;11;;:;:,;\1;ij;;;;+1,i;·;;;;ii1ii;; Habitat Data Report 4 . .liataai:•~1:~; ;:.t;;;;;:;l;;;0r11rii,i;1·;;,,1*;;111i;;:;;1;,111'.;:2:, Irrigation Plan 4• Legal Description• 1illfill~~lliiil'IPfi~l1•~~t111;1.i1;:;,1\1!0!1i!,11 11 Mailing Labels for Property Owners , M~P'§ffe~\ffii~lCWJall!¢(!%~l)foi(1@WM'iiilli\k•i; i: Master Application Form, flll-NlijDi:!fd$\{i/lt(ej)$li/tll9®111!fiil1in@;n;1 wt Neighborhood Detail Map 4 This requirement may be waived by: 1. Property Services Section PROJECT NAME: ------------2. Public Works Plan Review Section 3. Building Section DATE;----------- 4. Development Planning Section Q:\WEB\PVV\DEVSERV\Forms\Planning\waiverofsubmitta!reqs_9-06.xls 09/06 • DEVELOPMENT SERVICES DMSIO WAlvl:R OF SUBMITTAL REQUln.EMENTS FOR LAND USE APPLICATIONS Neighbomood Oefaif Map 4 Vro..ff L-....l Oc.t.url This requireriieii'rnay be, waived by: . 1. Property Services Section · 2. Public Worl<s Plan Review Section 3. Builcfmg Section 4. Development Planning Section Q:IWEB\l'W\OEVSERV\Forms\Planninglwalvebmittalreqs_9-06.xls 09/06 VELOPMENT SERVICES DMSION • WAIVER uf SUBMITTAL REQUIREPIENTS FOR LAND USE APPLICATIONS Wireless: Applicant Agreement Statement 2NID 3 Inventory of Existing Siles 2 ANO a Lease Agreement, Draft 2 ANO 3 Map of Existing Site Conditions 2 ANO o Map ol'VteW Area 2AND3 Photosmulatlons 2 AND 3 This requirement may be waive'd by: I. Property Services Section . 2. Public Works Plan· RevieW Sectioo t Building Section t Development Planning Section I Cramer ·thwest. Inc. • Surveyors •Planners •Engineers City of Renton Development Services Division Renton City Hall -6th Floor 1055 S Grady Way Renton WA 98055 Re: Dalpay Phase 3 DENSITY STATEMENT September 27, 2007 Due to the environmental constraints on this site we are requesting a density waiver for this project. The proposed shon plat is located at 3801 NE 19'" Street, Renton. The current zoning designation is Residential 8 and is 1.66 acres. According to a density calculation the lot should support approximately 13 lots. However, due to a ravine and steep slopes, considered to be environmentally sensitive area, on the site the maximum density proposed is 4.25. This environmentally sensitive area is approximately 30,866 sq. ft. and is proposed to be protected from development wider a native growth protection tract approved under the previously approved short plat. Due to the environmental constraints on this site we are not able to provide maximum density and therefore requesting a density waiver. 945 N. Central. Suite #104 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 www.cramemw.com E-mail: cniracramernw.com Page I of! DENSITY WORKSHEET Cijy of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 7 l1 3:, 2-square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets•• --fr square feet Private access easements** t;io square feet Critical Areas* "?; I) /il. It ti square feet ' Total excluded area: 2. 81, 'J:i£/p square feet 3. Subtract line 2from line 1 for net area: 3. l/ (} "Ji-i l.p square feet 4. Divide line 3 by 43,560 for net acreage: 4. __ ._9_;/,..___ acres 5. Number of dwelling units or lots planned: 5. units/lots 6. Divide line 5 by line 4 for net density: 6. i/ , J 5" = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. R:IPWIDEVSERV\Forms\Planningldensity.ooc List updated: 11/08/2004 1 Crame1 1rthwest, Inc. • Surveyors •Planners •Engineers DALPAY PHASE 3 PROJECT NARA TIVE/DESCRIPTION Project Name: The project will be named Dalpay Phase 3. Project Size: The project is a proposed four (4) lot subdivision. It is 72,332 square feet with approximately 30,000 square feet of sensitive area. Location: The project is located at the intersection of NE 19"' Street and Redmond Place NE, in the NEY. of SE Y. of Sec. 4, Twn. 23, Rng. 5. The site lies on the south side of the ravine. Land Use Permits Required: Site Development/ Construction, Clearing and Grading, Right-of-Way Use Zoning Designation: The current and future zoning designation is R8. Current Land Use: The current land use of the site is Single Family Residential. Special Site Features: The site features has a ravine that runs through the middle ponion of the parent parcel. Due to the environmental constraints there are two access points to the site. One lot is located on the north side of the ravine at the end of Redmond Place NE. The other 3 lots are accessed from Redmond Court NE on the south side of the ravine. Soil Types/ Drainage Conditions: As addressed in the drainage report, the existing drainage tends to sheet flow towards the ravine, where it becomes a small stream that flows toward NE Sunset Boulevard. The site soil is and Aldcrwood Gravelly Sandy Loam (AgC) and is considered a Type C soil. Proposed Land Use: The proposed land use is Single Family Residential. Proposed Lot and Density: The project proposes the creation offour (4) new lots ranging from 8,140 to, as quantified on the density wmksheet, the project proposed density is 2. 73 nnits per net acre. Access: Access to the site is through two private streets Redmond Place NE and Redmond Court NE. Off-site Improvements: There are no off-site improvements proposed at this titne. Estitnated Construction Costs: This information will be provided prior to permit issuance. Fill/ Excavation: The information will be provided with the appropriate engineering submittal. 945 N. Central. Suite #104 Kent WA 98032 Page I of2 (253) 852-4880 Fa" (253) 852-4955 www.cramernw.com E-mail: cni@cramernw.com Crame lrthwest, Inc. • Surveyors •Planners •Engineers Trees: There are currently over 200 trees on site. The majority of these trees are located within the native growth protection easement/sensitive area tract and are not being counted as part of our on-site tree count, 19 I. The project proposes to remove only those trees which are located within the proposed clearing and grading area for new homes which is being calculated by the landscape AJA as 52. Land Dedication: There is no land dedication proposed with this development. 945 N. Central. Suite #104 Kent WA 98032 Page 2 of 2 (253) 8524880 Fax (253) 852-4955 www.cramernw.com E·mail: cni@cramernw.com Crame1 orthwest, Inc. • Surveyors •Planners •Engineers City of Renton Development Services Renton City Halt -6"' Floor 1055 S Grady Way Renton WA 98055 RE: DALPAY PHASE 3 CONSTRUCTION MITIGATION DESCRIPTION September 27, 2007 The construction dates for this project are unknown at this time. Pending, and based on the conditions of, approval infrastructure construction is anticipated to commence within three (3) to six (6) months of approval. All infrastructure construction will adhere to the appropriate City of Renton development regulation. Days of operation, proposed hauling routes and traffic control plan will be submitted with the corresponding engineering documentation. An erosion control plan wilt also be submitted with final engineering, appropriate City of Renton regulations will be adhered to. 945 N. Central, Suite #104 Kent WA 98032 (253) 852-4880 Fax (253) 852-4955 ,vw,v.cramemw.com E-mail: cni(ii:cramemw.com Page I of 1 DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 PURPOSE OF CHECKLIST: The State Environmental Polley Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide infonnation to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic infonnation about your proposal. Governmental agencies use this checklist to detennine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer Iha questions briefly, with the most precise infonnation known, or give the best deseriptlon you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions If you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional infonnation reasonably related to determining If there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. R:\PW\DEVSERV\Forms\Planning\envchlst.doc09124/03 A. BACKGROUND 1. Name of proposed project, if applicable: DP I..P/i '/ PH/-tSE 3 2. Name of applicant: Jim J)/JL-P/!f 3. Address and phone number of applicant and contad person: , l'JPPl!Ci!iJT s vim Df1/..P"7 y' !'tJNT!7CT,-/lle/ltJNF/ /C,cJ,V/)f:VE, (2S?,j z;'52- f. PO, ecx Z48/p {'!0'/f}/ER IJW 1116, i2Cb):3Z~2 RE3JTO!J vVP 98059 C/15 I/ t.@17/.l'IL-;11-;c,;-1&80 4. Date checklist prepared: KeN7 /,,1/H 1EC31. 5£PT, 21,Z~Or 5. Agency requesting checklist: ('IT/ PtAUJJfiJC,- 6. Proposed timing or schedule (Including phasing, if applicable): /Af-/{.,t-/0 WN 7. Do yau have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. BlllL-0/NtroF /ftJJ7JEG VPtJH t'Nfii'-01-£T70N cJr Pu9T, 8. List any environmental Information you know about that has been prepared, or will be prepared, directly related to this proposal. 6;£0Tl:C/-I J./l C /1 /.. /f'&PCJ/'!'7 !7<!:'/f'7/J ,/./1'.AJ',:f TC !;'°;,TG-cr: .fL t-PE& C/.f.j;!(e-. 9. Do you know whether appUcatlons are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ;..JOMt J::!v'CWA) 10. List any governmental approvaJs or permits that will be needed for your proposal, If known. /',ICNr; /CAJClCN 11. Give brief, complete description of yaur proposal, including the proposed uses and the size of the projectandslte. SIN4:l£ Ffi/7'1/Lf SHCl'r'T pLl'fT, 'I J..OTb, RCti{fHl'/ ]2J 332707//L StiUfiff'E Ff=tT WITH 3tJ, [3/p"t,,, Mf..lflf?-E FcE7 OP' ST££P -St.OPE. R:IPW\DEVSERV\Forms\Plannlng\anvchlsldoc 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, If any, and section, township, and range If known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. GIT& /IDP!'rliG.G: /811! RE.t>i»tJ:VD PL !IE 1,1;,.Jt:r. ,tJ. /fGs1:ao,Rs-li' 011z.3 t1..s -'1,132 S/T/R: #~ 0128 CJ!:i' B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hiliy(sieep slope~ mountainous, other ______ . b. What is the steepest slope on the site (approximate percent slope?) 40/. /!Pi/i'OX-PE/f'C'E'JJT .GWPE e. What general types of sons are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any primefarmland. /fLDff!WCCD '.','I/t.·LL'/ BANDY Lalim (AJC) d. Are there surface Indications or history of unstable soils in the immediate vicinity? If so, describe. /\/ C r\/E /ClJ (.: lA.1J..j e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. [rR!: D1~.!6: ~I /J :TED TO ftl!LJ»Jf, !!C tt;G<; /?C fl D5, (j;!L/7!F5 !tc'IJ&C{'f.55/:lf?V, rJ?f)C/i,/,:f PR 0 ,"'c.!ct; ,'lPf'/OY, i?u-3(J() 1cJ; /.!Frh.'"1//5 ~re' -'PF(i t-'J/'Ju:;_;. A-ZID cfrJ'{iiJ{rP/r'OPOt;GD pr /l::!i;£'C · /vv j!.f -· r · 1 • ....... ....,,. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. FfiOS!ON H!/6 PtJT.!':i'vT!t:;L. R Tl:!i/,P 1./,;c-/·Al /JI. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? IMPckvtOt.,I~ &ur?Fl'it' t= CCtli-l'fl');j,E /IVtt.l Ul;E; 7 ZOl)IJ./C:r/Pe:V. REt,ltUliiC/Jt-. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: TE:111 P £;/((}£,/ tJ,<j I/If/) 3!:-P/1,/ f3JT ('o/Jr,ROL PCJi Ai /'RO P()GEL). R:\PW\DEVSERV\Fonns\Planning\envclllst.doc 3 2. AIR a. b. C. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during constrlJCtion and when the project Is completed? If any, generally describe and give approximate quantities if known. 01.-/ GT 17/\! !) ,P,!/TC ;; "C 51 lE f'-in!~IC!/,:; /){.IR/,{/q-('fi;J.§7/'i'l!t'T!O/\I JVt7Vt..b r;.G-bVi,7 A-A,lb /f,''T&i"i'_ tc,1157/fllc'J}CtJ ,1 ~/q-117 ;;/{',RE"i5G /ii /l/,r"(-,:J/J'c"r)8/L£ rm/§7/tJ.A //' IA/t7t(L,b f?f::/tt/1 //.f, cc, CV'7 YY• Are there any off-site sources of emission or odor that may affect your proposal? If so, generally desaibe. NOA/ c ;c /l/Ct,1/N Proposed meesures to reduce or control emissions or other Impacts to air, If any: /11-t. //£fl1ct..e,; W/tl /JOl!tf/fe Tc 1,-r,P,rc f'El-ftt'LE EIIJ/G-,5,,/0V /<£tcTWUf7/ t?A}6, 3. WATER a. Surface Water: 1) Is there any surface water body on or In the Immediate vicinity of the Site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, desaibe type and provide names. If appropriate, state what stream or river It flows into. NONE /C,A/OWN 2) WIii the project require any work over, In. or adjacent to (Within 200 feet) the desaibed waters? If yes, please describe and attach available plans. !/Cl 3) Estimate the amount of fill and dredge material that would be pieced In or removed from surface water or weUands and indicate the area of the site that would be affected. Indicate the source of fiD material. No ;.;i; f)!f"Cpcl.5lD. 4) WIii the proposal require surface water withdrawals or cfrversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a 100-year flood plain? If so. note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, desctibe the type of waste and anticipated volume of diScharge. ND R:\PW\DEVSERV\Forms\Plannlng\anvch!stdoc 4 b. Ground Water: 1 ) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. /v'CT /J!)TIC'iP/i7&P 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems. the number of houses to be served (If applicable), or the number of animals or humans the system(s) are expected to serve. }/tJT //PPl;{'/IBL-E c. Water Runoff (lncludlng storm water): 1) Describe the source of runoff (including storm watsr) and method of collection and disposal, if any (include quantities, If known). Where will this water flow? Will this water flow Into other waters, If so, describe. 6,.ENl:~A-L ib1?J.Rll)W/fTY. RU!JOFF Sr/EL 7 FltV'/ :r rA(:·,-.,,; f?. /1, ~' f hi? 2) Could waste material enter ground or surface waters? If so, generally describe. No !J/: /l liTI C-1 PI/ 1 [;D. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: TE/J?O/'fl'if?.Y £/{()0/("i, /.•. ~} ._5;['D 1 f11/i."(;; '··· ·· ::L ! , ;, T( k?t": ,_([{ f'I> ;,.. 4. PLANTS a. Check or circle types of vegetation found on the site: ---,,, deciduous tree: alder, maple, aspen, other _v_ evergreen tree: fir, cedar, pine, other shrubs /grass __ pasture __ crop or grain __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage. other water plants: water Uly, eel grass, milfoil, other =z: other types of vegetation ( 6CtJTCH f!ROom) b. What kind and amount of vegetation will be removed or altered? C:,t?l:Jq,6 !'INP 5t'OiCH BF,Ottri WILL Bt-ffefl7tJVl5~ f;-7,JT!f?ELY, f'l£.4&E l'iEF~/'f 7tJ C-LEt:ffi!AfLrANf:J Cr/fltO!J.ltf PUMI - c. List threatened or endangered species known to be on or near the site. /{C{l.!t /Cl)C{(:_A{ d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetationonthesite,ifany. /IJ!)NE ?fi.l!P05t'D {!) lfl;s 77Lt1E R:IPWIDEVSERVIForms\Pfannlng\envchlst.doc 5 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: !lt/JE tJfJ~e,Rr~ Birds: hawk. heron, eagle, songbirds, other _______ _ Mammals: deer, bear, elk, beaver, other ________ _ Fish: bass, salmon, trout, herring, shellfish, other _____ _ b. List any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? If so, explain d. Proposed measures to preserve or enhance wildlife, if any: N (v' r, i J-·· (: k rv ,DC e, :-·,:--, , I -.... i..-' ' L./ .._.,_.; 6. ENERGY AND NATURAL RESOURCES a. b. C. What klnds of energy (eleclrlc, natural gas, au, wood stove, solar) wm be used to meet the completed project's energy needs? Describe whether It will be used for heating, manufacturing, etc. E-Lt.-l'Tr'f"f r:.: r7'/ /:f..JD f./li ~Tl)l?.t; L (,::fi~ ~I---i.. bt !.,./!:.: :': L rntcc7 /?tf)JEC! l-\(€:1<(,V ifc1::D.£. Rt;!;/ Dtc'-iT/fj :__ ,1-,tF/''/17 /Iv/LL Bi. Fr:; Ii J'f, / u!:JE, Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. What kinds of energy conservation features are Included In the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that oould occur as a result of this proposal? lfso,describe. NO/\/E KNOWN 1) Describe special emergency services that might be required. fJOfJE !iNTINPfl7ED 2) Proposed measures to reduce or control environmental health halards, if any: NONE Pf(OP()G£l) R:\PW\DEVSERV\Fonns\Plannlng\erwchlst.doc 6 b. Noise 1 ) What types of noise exist In the area which may affect your project (for example: traffic. equipment, operation, other)? Ii/ o !Jc-/,, t';/7l .! / /;1n 7"!<0 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. !£Ir' C'!Jf!Jf,; ,,,./;,. ···1""',", ·-,;,,.A, p·. ·f; /..J J\'/ilf<!:; _.-<:Ffh' h';/;-Aj // ,_'; L-D 1·1-rc-::. r ~:; i~-r~/;,,~:._ .,:,,_:/ · .. /'· ~:::.-:. ~-f-,,,'.-. ,:~! (-, 1 ,·. v· 1c1 1 ,1, ,1, fl{i/q,E l"1r:1t,: .';'J.ii'"' r/?crr1 T,j3,tjf7E PuR11J!j- JJ Proposed measures to reduce or control noise Impacts, if any: //CJ tJE PRO!V..5Ef; 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? SiJJ6j l£ F/i Ii/ ii-/ f(t§,!f>E?/Tf/7 L b. Has the site been used for agriculture? If so, describe. c. Describe any structures on the site. 6T(J/f/7!Wlt7t:7{ f)f:TEJ./T!CN Yl'IVLT d. Will any structures be demolished? If so, what? NO e. What Is the current zoning classification of the site? /f-f3 f. What Is the current comprehensive plan designation of the site? /i'l6i[£7/",.i/JL 6;,/qLt: F/111:',l/ g. If applicable, what is the current shoreline master program designation of the site? PCT JjP,"'ll tH!?lE h. Has any part of the stte been classified as an "environmentally sensitive" area? If so, specify. IE £1 [72. i;c·D 5t.l.'/''i=)5 o!J ,i;!TE i. Approximately how many people would reside or wor1< in the completed project? IJ PP.R,; Y. le? J,'l:~ PL£ tv!Lt. .R£:S/.:,.£ C!J !1tJ11PLETEv ?/fwGCT R;;>Wl[JEVSERV\Fonns\Plannlnglenvchlstdoc 7 j. Approximately how many people would the completed project displace? )JCNE k. Proposed measures to avoid or reduce displacement impacts, if any: ''rf·~-rR~ ~--,,...,,.,.~, J\f·.-' ·Jt: t-< -.,:. ····Ce::.'.~,;;..J--> I. Proposed measures to ensure the proposal Is compatible with existing and projected land uses and plans, if any: ,P,ROJE:tp !£;, susJEtT 1D {'IT/ C'F ,R[;}Ji£N Pt.AMIJIM{f ~Fp;j£W 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high. middle, orlow-inoomehousing. 4· !3!/J?rLE T/flf! fL(, IJJ 10/)lf:' 1rjf'?iiJF /<l'G!DFJJCEG P?cPc!.;Eb b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. C. Proposed measures to reduce or control housing Impacts, If any: 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. f!l-£,, Fi/ r l!) r 1J4 '.;, /q1;, it, '7(//f;.~' Iii/I.,/_ fi';,''7· ..,,,,,,,,, .. ,,,.-•· ,· · · · fl, v-"-~t--.t-:. ,~,·,<:''--Ti ,:,~t: 1/f'·r,F:161t/· ;._;,1/,':: E:'5J7iif:.:'"/J(f;, b. What views In the Immediate vicinity would be altered or obstructed? NO IJE. tNov,1(,[ c. Proposed measures to reduce or control aesthetic Impacts, If any: Nuf!E:. P(fCPC,!;cu ' 11. LIGHT AND GLARE a. b. What type of light or glare will the proposal produce? What time of day would It mainly occur? PRt.JECT /.·.! (."-§; bt1\EEI//rl:'.cl_;7)}l~·E· /(1(;.¥:.:f?{!' . .!i:A/ i-_:: !MCLuD1,1/fr (7-'i";rc ,· Li?Hr 1,,,J-r11't,iC/7J/J,/ ;m 0 ;;1~"-1,1,.,1 11 J; · ~' r · (...a •. I : .' , , · ./ 1 ~.._ , , , _,, r r fl~ ! !f ;_,, c.-·, · ., -f-" fl/il(!P 1'1/;~i-;/; !( i:,T i . .-.... .,,. ;.i•1"" •• "~ .. , /\ ·: , 1·-. L.~7 #; i•J I .J .. /-• Could light or glare from the finished project be a safety hazard or Interfere with views? R:IF'W\DEVSERV\Forma\Planning\envchlstdoc 8 c. What existing off-site sources of light or glare may affect your proposal? NuNt: fif/TibPfi TED d. Proposed measures to reduce or control light and glare impacts, if any: /JO /Jf;; Pl? C P? :;;ro 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? HCA/£1/ CffEE!K.. ~!fl3/JNW/f-Y b. Would the proposed project displace any existing recreational uses? If so, describe. NC !J t firJTi Ci Pl-77 ED c. Proposed measures to reduce or control Impacts on recreation, Including recreation opportunities to be provided by the project or applicant, if any: NCAit. f.P,O f?5E7) 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally desalbe. No b. Generally desalbe any landmarks or evidence of historic, archaeological, scientific, or cultural Importance known to be on or next to the site. fl() c. Proposed measures to reduce or control Impacts, If any: 1Vcr, _:;· f lClt 1·t.::;) 14. TRANSPORTATION a. Identify public streets and highways serving the site, and desalbe proposed access to the existing street system. Show on site plans, if any . .3/f. C/OO )JE!l1•J3'/ b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? '( t: 6 c. How many parking spaces would the completed project have? How many would the projectelimlnate? !)/?/<OX. g P/U£C.,,-,J.fr 5p/}('£G R:\PW\DEVSERV\Forms\Planning\anvchlstdoc g d. Will the proposal require any new roads or streets, or improvements to existing roads or streets. not including driveways? If so, generally describe (indicate whether public or private? P/I..IV/113 r:Jf-'vrb/fL.tJ7~r:c;/,-;,:·t.Z> vv!Tl-r tlifib, 0!1'e};_;r)(.. /(., Al.if; crJYr.67'( /llC/Jtj-i'7CC/171"!1E c1./ I q-il S7KL£:7 Ji/ ,) / N7l3r /j L 7J7 [)[ V'i ). (" 1---i I ,, 1\./7 e. WIii the projeet use (or occur In the Immediate vicinity of) water, rail, or air transportation? If so, generally desaibe. N cJ f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur . .,. _. ,, , " I/-N17t!P//7El' /(# T/'l'~.f, (£Ii. D,rJ iVCtP.f) SE . (c'·,f:ft.l; I b 8tTW£cN {; -'1 /J/YI /!/JD 1 -7 pm, g. Proposed measures to reduce or control transportation Impacts, if any: /!) IT/qh'7ION rc£f3 PF:C!Po0£D 15. PUBLIC SERVICES a. Would the project result in an Increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. It 6/../ If h 7 ':K [;fief:,£ 11NT1 {JI Pl/ TE!) . . b. Proposed measures to reduce or control direct Impacts on public services, If any. f'f;/n,f:)j~-r 1· /··p//'.'(ff-. ... /.,·:·--:/ /!:~~· HNT/ tlfftTfiP, 16. UTILITIES b. Describe the utiDtias that are proposed for the project, the utility providing the service, and the general oonstructlon activities on the site or in the Immediate vicinity which might beneeded. All UTll/7/f:S {'/f"tlf:;7,; Pt.US ff~Fvs,t! :7{;5{V!c°E /JAJTIC/P/17€1) ,Ft!'" Vil ,'Jf,{;J1::e7, f'/({;:'f",;f D /(/{. /;:;/U i./t.1.> 7/ :'>t. il,ik LX,{,1/N'q-U77UT!i0S, C. SIGNATURE I, the undersigned, state that to the bast of my knowledge the above Information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that It might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part Proponent Name Printed: Data: c:::;;,-V ,4/.,li7JNN/f K, o;.JDEL/~ R:\PW\DEVSERV\Fonns\Planntng\envchlstdoc 10 Cramer_ ._rthwest. Inc. • Surveyors •Planners •Engineers TECHNICAL INFORMATION REPORT OF DALPAY SHORT PLAT REDMOND CT NE RENTON, WASHINGTON FOR JIM DALPAY 4033 NE SUNSET BLVD, STE 3 RENTON, WASHINGTON 98059 August 13, 2007 C.N.I. JOB NO. 2006-067 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, P.E. 94 5 N. Central. Suite # 104 Kent WA 9803 2 (253) 852-4880 Fax (253) 852-4955 License/Seal I EXPIRES www.cramemw.com E-mail: cni{(Z:cramennv.com TABLE OF CONTENTS I. PROJECT OVERVIEW II. CONDITIONS AND REQUIREMENTS SUMMARY Ill. OFFSITE ANALYSIS IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPORTS AND STUDIES VII. OTHER PERMITS VIII. ESC ANALYSIS AND DESIGN IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL APPENDIX A OFFSITE ANALYSIS REPORT I. PROJECT OVERVIEW Existing Conditions: This project is southeast of the intersection of NE 19"' Street and Redmond Ave NE. It lies 249 ft. south of NE 19"' Street and 113 ft west of Redmond Ct NE. The parcel# is 0423059032. The site is approximately 1.66 acres. The northern portion of the site consists of mostly of grass and dirt. There is an existing lot on the northern portion of the site which has direct access to NE 19th ST via a private road. The southern portion of the project is completely forested with mostly evergreens and has a ravine that runs through it. The existing drainage tends to sheet flow towards the ravine, where it becomes a small stream that flows toward NE Sunset Boulevard. The small stream then joins another stream that parallels NE Sunset Boulevard. The site's soil is an Alderwood Gravelly Sandy Loam (AgC) and (AgD). Proposed Conditions: The property will be divided into 4 residential lots. The lot 1 will remain unchanged. Lots 2 to 4 will gain access from a private access road from a cul- de-sac proposed by Jaeger Engineering. Based on the flow control applications map, a level 2 flow control is needed should it be required for this site. Preliminary threshold assessment indicates that the site does not require additional flow control facilities. II. CONDITIONS AND REQUIREMENTS SUMMARY The core requirements of the King County Surface Water Design Manual (KCSWDM) have been or will be provided as follows: Core Requirement #1, Discharge at the Natural Location: The natural discharge location for this site is into a ravine located in the middle of the property. Runoff will be conveyed via dispersion trenches on site. Core Requirement #2, Offsite Analysis: An offsite analysis is provided in Appendix A. Core Requirement #3, Flow Control: Runoff from the proposed improvements will be conveyed to its natural discharge point via dispersion trenches. Core Requirement #4, Conveyance System: The conveyance system will consist of dispersion trenches. Roof runoff will be conveyed to the dispersion trenches prior to release to the ravine. Core Requirement #5, Erosion and Sediment Control: An erosion and sediment control plan is provided. The ESC measures provided include a stabilized construction entrance, silt fence, and seeding. Core Requirement #6, Maintenance and Operations: A maintenance and operations manual will be provided at a later date if requested. Core Requirement #7, Financial Guarantees and Liability: The owner will provide this information prior to permit issuance. Ill. OFFSITE ANALYSIS A Level 1 Offsite Drainage Analysis is provided in Appendix A. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN No new retention/detention system is proposed. The site is a split basin which divides the property into the northern half and southern half. It qualifies for small site drainage and as such does not need either detention nor water quality. See threshold assessment in Appendix A. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Runoff from the proposed improvements will be conveyed to its natural discharge point via dispersion trenches. VI. SPECIAL REPORTS AND STUDIES A geotechnical report prepared by Dennis Jewel was prepared for this project. A drainage report was prepared by Dick Stuth for the Dalpay Estates project to the northwest of th is project. VII, OTHER PERMJTS No other permits are known to be required at this time. VIII. ESC ANALYSIS AND DESIGN An erosion and sediment control plan is provided. The ESC measures provided include a stabilized construction entrance, silt fence, and seeding. IX. BOND QUANTITIES, FACILITY SUMMARIES AND DECLARATION OF COVENANT A Bond Quantity Worksheet will be provided at a later date. X, OPERATIONS AND MAINTENANCE MANUAL A maintenance and operations manual will be provided at a later date if requested. APPENDIX A OFFSITE ANALYSIS REPORT LEVEL 1 DRAINAGE ANALYSIS OF DALPAY SHORT PLAT REDMOND CT NE RENTON, WASHINGTON FOR JIM DALPAY 4033 NE SUNSET BLVD, STE 3 RENTON, WASHINGTON 98059 November 15, 2006 C.N.I. JOB NO. 2006-067 Prepared by Hubbel Ongking, E.I.T. Checked by Larry S. Krueger, P.E. I. TASK1 II. TASK 2 Ill. TASK 3 IV. TASK4 V. TASK 5 TABLE OF CONTENTS STUDY AREA DEFINITION AND MAPS RESOURCE REVIEW FIELD INSPECTION DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK1 STUDY AREA DEFINITION AND MAPS TASK1 STUDY AREA DEFINITION This project is southeast of the intersection of NE 191h Street and Redmond Ave NE. It lies 249 ft. south of NE 19th Street and 113 ft west of Redmond Ct NE. The parcel# is 0423059032. The site is approximately 1.66 acres. The northern portion of the site consists of mostly of grass and dirt. There is an existing lot on the northern portion of the site which has direct access to NE 19th ST via a private road. The southern portion of the project is completely forested with mostly evergreens and has a ravine that runs through it. The existing drainage tends to sheet flow towards the ravine, where it becomes a small stream that flows toward NE Sunset Boulevard. The small stream then joins another stream that parallels NE Sunset Boulevard. The site's soil is an Alderwood Gravelly Sandy Loam (AgC) and (AGD). MAPS A vicinity map, sensitive areas map, aerial, and offsite drainage map can be found in the proceeding pages. ' NEc;!4th St SE G8th St --<:-=--=----::: -·---·~. Vicinity Map N~Z7tt,F: w ~--'. " -?-------,,----.,, ' "_:·=::m:-_-::_ ' r=---=- @) King County + CC I 2005 Kin9 County If) Selected Parcets I I County Boundary -Highways Streets •I g'f/li'1f A·'l::".:t~ = Pare.eh; ,N Agricultural Walerways Wlkllife Network SAO Stream 1 (:.;:r.:.,'.] C=~2:>c-e-n.;, ,N c.:tj..,,.2S!f·~<Y1a /./ c~!'l .. .;-.-;.:,:,,:,_~(..:! -, Lakes and Large Rivers --·- • Sensitive Areas NE 19TH ST Legend Streams. ~ Floadway 0 100 Year FbodpLain 0 Channel P..lb;;Jralion Hazard Areas \!O::!£l;!AT£ S!:Vt.GIE: Soie Souroe Aquifer SAO Welland SAO LandsWe SAO Coal Mine SAO Seis.mic SAO Erosion ~ Chinook Oislribub:m • Sensitive Area Notice on Title Drainage Com;:ilainls Areas Suscep1.able to Groundwater Contamination NE 18THST NE 17fHST i..«E 1.STU ST 48411 he Information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representatl.ons or warranties, express or implied, as to accuracy, completeness. timeliness, or rights to the use of such infonnation. King County shall not be liable for any general, special, indirect, incidental, or consequential damages induding, but not limited to, lost revenues or lost profits resulting from he use or misuse of the information contained on this map. Ally sale of this map or information on this map is prohibited except by written permission of King County. •ate: 11-30-2006 Source: Kinn Countv iMAP -Sensitive Areas (htto://www.metrokc.--·JGIS/iMAP) C® King County -,- Ill Sek!cled Parcets Htghways -I '-County Boundary Streets X P.llounlain Peaks •t 9., ... --T, Contours (51! dark) iv~O:,,'.. ,N 100 Y)) 10)J = .•,./ 0:...-:-Parcels legend j ( \ , ... .. z ' ' { :ti£ 11T,t ST ----' ) I _.j;!84ft ! '1 --1 Lakes and Large Rivers S!reams c-- he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County akes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County hall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from e use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King ounty. te: 11·30--2006 source: Kin Coun iMAP -Sensitive Areas h :/lwww.metrokc. ov/GIS/lMAP @King County lliJ Sel!lcled Pa,cels -J County Bo undary I_ x l,'1ountalf1 Peaks Highways Streets Legend 200 2 C-Ok,r Aerial Photos P a,cels LJ Lakes a nd L arge Rivers // S treams e informati on included on thi s map ha s been compiled by King County staff from a variety of sources and is subject to change without notice . King County ake s no representations or warranties. express or implied, as to accuracy, complet eness, timeliness. or rights to the use of s uch information . King County hall not be lia ble for any general , special , indirect, incidental, or conseq ue ntial damages including , but not limited to, lost revenues or lost profit s resu lting from he use or mi suse of the information conta in ed on th is map. Any sa le of tllis map or information on this map is prohibited except by written permission of King ounty . ate: 11 -30-2006 Source: Kin Coun iMAP -Sens itive Areas hit ://www .metrokc. ov/G IS/iMA P / / ~~()NEY ~~· 0 1 t. ----~ CREEK ' . ~----·~·' c:,..,: ;o. tl!,I":. .. . . . ~ ,.1.• ,Y~y GREE N\W A Y ·~ . , 11'1 I •z.oo ~,18/ OFFllTE l>P.AINM l.S ri f7J I n 57 I n ,,, .Mt1 ,n1 tt 4o ~ ·Iii!!!.· .. ·. rJ .il Ii ' _, /&Ac r:i~ Park "'lj D \ !? ,, 1/ to\ JJ m_ \ \ \ '" \ % 484Ac\l ' TI.J#., 7t 90 llJ N £.};~iSJ::SIJNSET-BLVD: \ , \: inr- CJ <£1 I ... --.... le ~4(1~ 11 Z21 ~ 00 ~ --~I.- 2 534< r, JZ !.,., .• , ' c;JJ' F 0 , ~ Ii!!: 22 ii ~ m II~ ij . ,.. .. 25 ,..,. 27. 28 ~ TASK 2 RESOURCE REVIEW TASK 2 RESOURCE REVIEW Adopted Basin Plans and Finalized Drainage Studies: The site is located in the May Creek Basin Plan. Basin Reconnaissance Summary Reports: No known reports are known to exist. Critical Drainage Area Maps: The site is not known to be located in any critical drainage areas. (FEMA) Maps: The site is located outside the 100 year flood plain. Other Offsite Analysis Reports: A Drainage Report was prepared by Dick Stuth for the Dalpay Estates project located northwest of this project. Sensitive Areas Folio: None of the site is located in or near any sensitive area (see sensitive areas map under Task 1). DNR Drainage Problems Maps: Not applicable. Road Drainage Problems: Not applicable. King County Soils Survey: The site's soil is mostly Alderwood Gravelly Sandy Loam, 6 to 15 percent slopes (AgC). The extreme southern portion of the site contains Alderwood Gravelly Sandy Loam, 15 to 30 percent slopes (AgD). Wetlands Inventory Maps: There are no wetlands located on or near the site. Migrating River Studies: Not applicable. Drainage Complaints: According to the list of drainage complaints provided by King County, there were no complaints near the downstream analysis limits of this project that are a result of runoff from this property. TASK 3 FIELD INSPECTION TASK 3 FIELD INSPECTION A field inspection was conducted on November 14, 2006 to inspect the onsite drainage system of the site. Offsite drainage systems were also inspected downstream approximately 1/4 mile(s) from the discharge point of the site. The inspection involved investigation of the ten specific items of a Level 1 Inspection per the King County Surface Water Design Manual, 2005. The inspection yielded the following findings: 1. There were no existing or potential problems observed. 2. The existing drainage system capacity was adequate. 3. There were no existing or potential flooding problems. 4. There were no existing/potential overtopping, sedimentation, scouring or bank sloughing problems. 5. No significant destruction of aquatic habitat or organisms was noticeable. 6. Qualitative data such as land use, impervious surfaces, topography, and soil types was noted and can be found in Task 4 information. 7. Information was collected on pipes, ditches, and structures. This information is also included in the Task 4 information. 8. Tributary basins delineated in Task 1 were verified. 9. No neighbors were contacted. 10. The weather conditions at the time of the inspection were cold and damp. TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Site Drainage This project is southeast of the intersection of NE 19th Street and Redmond Ave NE. It lies 249 ft. south of NE 19th Street and 113 ft west of Redmond Ct NE. The parcel# is 0423059032. The site is approximately 1.66 acres. The northern portion of the site consists of mostly of grass and dirt. There is an existing lot on the northern portion of the site which has direct access to NE 19u, ST via a private road. The southern portion of the project is completely forested with mostly evergreens and has a ravine that runs through it. The existing drainage tends to sheet flow towards the ravine, where it becomes a small stream that flows toward NE Sunset Boulevard. The small stream then joins another stream that parallels NE Sunset Boulevard. The site's soil is an Alderwood Gravelly Sandy Loam (AgC) and {AGO). Offsite Drainage An Off-Site Analysis Drainage System Table is provided on the next page that describes in detail the offsite drainage components at least Y. mile downstream from the project discharge location. Please refer to the offsite drainage map in Task 1 because the map symbols listed in the table correspond to drainage component symbols on the offsite drainage maps. ) Basin: C,e-§ k 5fru, .. 1V1 C. I .s-1 re a..lv) 4't ,, (_ /Ill p s4rto. wi sl-reo..W\ 1 OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Subbasln Name: {}'-c(tJ'I V'\ Ov\-!_ I .. ""' (._ -sfo 2C/0 1-3S:JJ -{5"/o 3~ 1-6$0 1 -...sri 650' • 7txl ,,,_'i'lo 700 1 -//So' -~ ro I ,,so' -it!,..; !, Subbasln Number: L 1Table,doc 1112192 TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS After a thorough field inspection and a detailed resource review there were no major or existing problems identified. The proposed improvements will not produce a significant impact to the existing drainage patterns once the site has been stabilized and the runoff has been controlled via dispersion trenches. A temporary erosion and sedimentation control plan will be created to minimize the transport of sediment laden runoff to the downstream conveyance system prior to permit issuance. APPENDIX THRESHOLD ASSESSMENT THRESHOLD ASSESSMENT The below figures represent the impervious surface calculations for this project. Developed impervious: (South) 3 new homes & driveways @2500 each 7,500 sf New road, sidewalks & frontage improvements 2.142 sf Net Total 9,642 sf Per Section 1.1.2, this project qualifies for small site drainage review. Geotechnical Engineering Report Dalpay Estates, Division 2 LUA-03-125, UA Renton, Washington January 16, 2004 Prepared For: Dalpay Properties, LLP 4033 N.E. Sunset Blvd. Renton, Washington 98059 Prepared By: Dennis Joule, P.E. 31700 S.E. 46th Street Fall City, Washington 98024 Consultant In Geotechnical Engineering 1: / \ i,. 1'1 \ II \(!!)' North Scale: 1 "=80' Shaded Area Represents SIO?U 40% Or Slee,:ier -----........ And Al least 20 Feet High ! TP-1/ -/ 'N,R)9th Streei Lotl / / / / / I 1 Lot2 I -.-• J;:._ I/ !.-' ___ Existing Buried Reinforced Concrete // Storm Water Retention Vault ; Acceu Drive 2nd Detention Vault To Be In Applicable Easemtents Geotechnical Engineering Investigation Dalpay Estates, Division 2 Renton, Washington Dennis Joule, P.E. 31700 S.E. 46th Stret>t Fall Oty, Wa5hington 98024 (425) 222-4661 INTRODUCTION GEOTECHNICAL ENGINEERING REPORT Dalpay Estates, Division 2 Renton, Washington January 16, 2004 This is Division 2 of the plat originally known as Honey Creek Hills. The new name is Dal.pay Estates Division 2. Division 1 has been completed. The storm water vault and outfall drainage facilities for Divisions 1 and 2 were installed during the construction of Division 1. The project site, located southeast of the intersection of N.E. 19ch Street and Redmond Avenue N.E., in Renton, Washington, is about 2.5 acres in area and approximately rectangular in plan. The planned development consists of subdividing the property into five single-family residential lots, with associated access road and utilities. PREVIOUS GEOTECHNICAL REPORT FOR THIS PROPERTY This office prepared a geotechnical engineering report for this property titled Honey Creek Hills Subdivision, dated November 16, 1997. Originally this specific property was Honey Creek Hills Subdivision, Division 2. The original 1997 development plans are no longer valid for this Division and this geotechnical report replaces the 1997 geotechnical report. INFORMATION PROVIDED A site plan titled Da/pay Short Plat Utilities Plan, dated 12/9/2003, prepared by Cramer Northwest, Inc., Civil Engineers of Kent, was provided. The drawing shows the site location, dimensions, topography, proposed lot configuration, and access road. This information was used in preparing the drawing on the opposite page, which also shows the locations of the backhoe test pits. Pagel SCOPE The scope of work in this investigation included the following: I. Subsurface exploration by means of three backhoe test pits, 2. Field mapping the site, including inclusive and adjacent steep slopes, Project 1721 A January 16, 2004 3. Engineering evaluation and analysis of field data and published documents for the purpose of providing recommendations regarding the geotechnical aspects of site development, and 4. Preparation of this report in accordance with Chapter 18 of the U.B.C., presenting the findings and recommendations. FINDINGS Surface Conditions The site is essentially flat, but has a steep swale that traverses the site from the northeast to the southwest. At the time of the field investigation the slopes were covered with a heavy growth of native grasses and berry bushes with fir, alder and maple trees. The upper, relatively flat ground supported a moderate growth of grass and weeds. During the 1997 field investigation an existing single-family residence (and associated out- structures and landscaping) was observed on the site. During the 2003 field investigation it was noted that the house was gone. Site topography, previous house, and the steep swale are shown on the site plan. Geology The soils and land types of the King County Area formed largely in deposits of glacial drift laid down during the Vashon period of the Fraser glaciation late in the Pleistocene. This site is underlain by Vashon till. The Vashon till consists of very dense, consolidated lodgement till that ranges in thickness to nearly one hundred feet and has a mantle of ablation till about three foot thick. The ablation till is loose, and it is in this material that soils of the Alderwood series formed. Page2 Subsurface Conditions Project 172/A January I 6, 2004 The site is mapped by the U.S. Soil Conservation Service as Alderwood gravelly sandy loam (AgC). Within the ten-foot maximum depth of exploration, the site is underlain by medium dense, silty fine to medium grained sand, over moderately consolidated glacial till. The glacial till is slightly cemented and consists of very silty sand with rounded gravel. No ground water was observed, however, soil characteristics such as color mottling indicate a seasonal perched water table on top of the glacial till. Test pit logs are appended. CONCLUSIONS Seismic Considerations As with all land in the Puget Sound region, this property lies in Seismic Zone 3. Seismic hazards can be divided into two general categories, hazards due to ground rupture and hazards due to ground shaking. Since no faults are known to pass through the site, the possibility of earthquake induced ground rupture appears to be remote. Even if severe ground shaking were to occur. at the site, the medium dense silty sands and underlying glacial till encountered in the exploration will not liquefy because they are generally not saturated and do not have the characteristics of materials prone to liquefaction under dynamic loads (too compact). Slope Stability Slopes adjacent to the swale range in height up to around thirty-two feet and slopes as steep as fifty percent. T hese steep slopes were field mapped and no evidence of deep-seated instability was observed. T he slopes have certainly been subject to seismic activity in the past, therefore, the present stability of the slopes provides some evidence of future stability. Slope problems generally associated with the Alderwood soil profile occurs when thin sheets of the overlying soil slides off of the underlying glacial till. Houses founded on the underlying competent material, and constructed outside the recommended setback from the top of the steep slopes should be stable. · Page3 Seasonal Perched Groundwater Project 1721A January 16, 2004 The moderately consolidated glacial till underlying this property is relatively impermeable. Water landing on the site as rain, or water entering as off-site drainage percolates through the twelve to forty inches of permeable surface soils. It is then trapped on top of the less permeable glacial till and must travel downslope on top of this layer. This groundwater should be anticipated in excavations made during or just following the wet season. RECOMMENDATIONS Steep Slopes and Building Setbacks Tops of slopes forty percent or steeper and over twenty feet high should be shown on the final plat map. In addition, the recommended twenty-five building setback, discussed in my original geotechnical report, should be shown on the final plat map. This information is shown on the attached site plan. Access Drive and the Existing Storm Water Retention Vault The access drive will cross over the top of the existing storm water vault. Engineering and construction data should be reviewed to verify that the lid can support the anticipated traffic loads. Site Preparation Depressions and loose soil zones resulting from the removal of trees, large shrubs, or underground structures (that may be encountered during construction) should be carefully backfilled with thoroughly compacted on-site inorganic soil or approved import soil. The surface of the site within the proposed structural fill and pavement areas should be stripped to remove vegetation and organic topsoil. Soil containing more than two percent by weight organic matter should be considered organic. Stripping depths should be decided in the field at the time of construction but for planning purposes an average stripping depth of six inches may be assumed. Strippings may be stockpiled for subsequent use in landscaped areas. Excavation and Slopes Cut or fill banks should not exceed slopes of 2: I. These slopes should immediately be covered with visqueen. The visqueen should remain until they can be landscaped. Soil stockpiles should be covered with visqueen to prevent saturation and erosion. Page4 Wall Between the Access Road and the Adjacent Slopes Project 172/A January 16, 2004 It is proposed to construct a low wall between the access drive and the top of the adjacent slope. The height of the wall will vary up to three feet, to create a level road on the undulating ground. At it's nearest point the face of the wall will be four feet from the edge of the pavement, and support structural fill. An MSE / Keystone wall design is included in Appendix A. Grading and Compaction If any import fill is required it should be inorganic, of low expansion potential, and should contain no rocks or lumps larger than 4 inches in greatest dimension. Stripped soil surfaces in those areas to receive structural fill or pavements should be scarified to a depth of at least six inches. The soil should be moisture conditioned ( or allowed to dry) to produce a moisture content of two percent above the optimum value and then compacted to a density equivalent to at least 90 percent of the maximum value as determined by ASTM Test D1557-70. (U.B.C. Standard 70-1 : Field tests by U.B.C. Standards 70-2, 70-3, 70-4, or 70-5). Structural fill using on-site or import inorganic soil should be placed in layers not exceeding eight inches in loose thickness, conditioned with water ( or allowed to dry) and compacted to the requirements described previously. Where the fill is to be placed on slopes exceeding 15 percent the stripped ground is to benched prior to fill placement. Level benches are to be cut into the hillside at least five feet wide. Fill is to be placed in horizontal lifts. Utility Trenches Utility trench excavation can be performed with conventional mechanical equipment to depths up to ten feet. See the section regarding perched seasonal groundwater. Vertical trench excavations up to four feet deep should be capable of standing either unbraced or with minimal bracing for short construction periods. For the purposes of this section of the report, backfill is material placed in a trench starting one foot above the pipe or conduit or at the top of concrete formed around the pipe or conduit; and bedding is all material placed in a trench below the backfill. Unless concrete bedding is required around utility pipe or conduits, free draining sand should be used as bedding. Sand bedding should be compacted by mechanical means to a density equivalent to at least 95 percent of the compaction test maximum (ASTM D 1557-70). Trench backfill should be placed in horizontal layers not exceeding 6 inches in loose thickness and compacted by mechanical means at least 90 percent of the compaction test maximum (ASTM D1557-70). Page5 Building Setbacks from Steep Slopes Project 1721 A January 16, 2004 A 25-foot building setback (BSBL) from the top all slopes forty percent or steeper and over twenty feet high is recommended. Where footings are constructed adjacent to steep slopes, there is to be a minimwn 2:1 slope drawn between the bottom of the footing (point nearest the slope) and the toe of the slope. Native vegetation on all slopes forty percent and steeper should remain undisturbed. Building Foundations When determining minimwn earthquake forces for structures in accordance with U.B.C. Section 2312.d, Method B, consider the site to be underlain by soil Profile Type S 2. The proposed single-family residences may be supported on conventional shallow foundations bearing on firm natural. Reinforced concrete continuous footings may be designed to impose pressures on foundation soils up to 2000 pounds per square foot from dead plus normal live loading provided the resulting foundation width is not less than 12 inches for one story, 15 inches for two story, and 18 inches for three story portions of the structure. Individual reinforced concrete foundations, such as may be used for supporting columns, may also be designed to impose pressures of up to 2000 pounds per square foot from dead plus normal live loading, but should be at I east 2 4 inches in minimal plan dimension. As a minimwn, isolated concrete pads shall have two #4 bars. These bars shall form a cross (as seen in plan view), and shall be set mid depth in the concrete. Where footings are constructed adjacent to downslope cut banks or slopes, there is to be a minimwn 2:1 slope drawn between the bottom of the footing (point nearest the slope) and the toe of the cut bank or slope. Foundations should be embedded at least twelve inches below existing grade or adjacent finished grade, whichever is lower. Concrete Slabs-On-Grade Where floor dampness must be minimized, a minimwn 4 inch section of capillary break material covered with a membrane vapor barrier should be placed between the floor slab and the compact soil subgrade. The capillary break should be free-draining, clean gravel or rock, such as 3/8" pea gravel. The membrane vapor barrier should be at least IO mil thick polyethylene or its equivalent. Page6 Footing Drains Project 1721 A January 16, 2004 Footing drains are required for all perimeter footings, rockeries, and retaining walls. A perforated drainpipe should be placed at the upslope base of the footing. The drainpipe should be covered with at least a twelve-inch wide zone of washed 1/2" to 1" drainrock. The drainrock layer should be about twelve inches thick for footings and should extend at least half way up the back of retaining walls. The drainrock should be covered with filter fabric paper, and a layer of native soil should be placed over filter fabric as a soil cap. Rockeries Rockeries are not earth retaining structures. Rockeries may be used as slough wall against stable earth cuts only. It is recommended that rockeries not be constructed over six feet high. Surface Drainage and Landscaping A storm sewer system should be designed utilizing the existing retention vault and outfall facilities. Each lot should be provided with a storm sewer stub-out to collect all lot drainage Drainage pipe should be provided to catch and dispose of downspout rainwater for each house. Surface drainage gradients should be planned to prevent ponding and to direct surface water away from the building, slabs, edges of pavements, and towards suitable collection and discharge facilities. Surface drainage should be directed away from the top of the steep slopes, do not discharge drainage over the steep slopes. Landscaped ground should slope down away from building foundations at a minimum five percent slope for at least five feet from the footings. LIMITATIONS Changes in development plans will render these specific recommendations invalid unless such changes are reviewed by this office and these recommendations modified accordingly. Pagel Project 1721A January 16, 2004 Subsurface exploration of any site is necessarily confined to selected locations, and conditions may and often do vary between these locations. Should varied conditions come to light during project development these conditions should be reported to this office for evaluation. Report Prepared By: Page8 Appendix A MSE Wall Between the Access Drive and the Top of Slope Dalpay Estates -Phase 2 Access Drive Wall Structural Soil Reinforcement· Mirafi Miragrid 5T & 7T Geotextile Fabric The reinforcement material selected for this project is Mirafi Miragrid 5T Geotextile Fabric. Miragrid 5T is to have a minimum long-term allowable design load (LTADL) of 1050 pounds per foot. The reinforcement shall be rolled out, cut to length, and laid at the proper elevation, location, and orientation. Orientation of the reinforcement is of extreme importance since geogrids vary in strength with roll direction. The roll direction of Miragrid should be laid in the direction of main reinforcement. The contractor shall be responsible for correct orientation. Reinforcement should be placed coincident with the compaction lift nearest the design elevation on the drawing. Geogrids can be placed directly on the existing fill surface. After being rolled out, the reinforcing material should be tensioned by hand until it is taut, free of wrinkles, and lying flat. No overlaps will be allowed in the direction of strength. Adjacent roll widths should overlap a minimum of 4 inches. The reinforcing material should be cut to length as shown on the drawing. A razor blade, scissors, or sharp knife are acceptable instruments to cut the material. Should it be necessary to section a roll width, a high speed, abrasive saw or vibrating knife edge works well. Extreme care should be taken to prevent wrinkle development and/or slippage of reinforcement during fill placement and spreading. When practical, fill is to be placed in the direction in which the reinforcement was rolled out, to aid tensioning. However, if fill must be placed transverse to the roll length direction, slight (4-inch) overlaps between roll widths with the top piece of reinforcement being the first to receive fill, will prevent permanent folding of reinforcement. Rubber-tired equipment is allowed to pass over bare reinforcement at slow speeds, less than 10 mph, and without sudden braking. Track equipment should not be allowed onto bare reinforcement. To avoid damaging the reinforcement, there must be a minimum of six inches of fill on top of the reinforcement before tracked equipment can be operated. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 8 -10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. Reinforced backfill shall be compacted to 95% of the maximum density as determined by ASTM 0698. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, + 0%, -3%. MSE / Keystone Wall Specifications Page 1 Keystone Retaining Wall System Where not covered here refer to Keystone manufacturers wall installation specifications. Unit drainage fill shall consist of clean 1" minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 1 inch 100 3/4 inch 75-100 No.4 No. 50 0-10 0-5 One cubic foot, minimum, of drainage fill shall be used for each square foot of wall face. Drainage fill shall be placed within cores of, between, and behind units to meet this requirement. Leveling pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches and extend laterally a minimum of 6" in front and behind the modular wall unit. Soil leveling pad materials shall be compacted to a minimum of 95 % Standard Proctor density per ASTM 0-698. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. Place the front of units side-by-side. Do not leave gaps between adjacent units. Layout of comers and curves shall be in accordance with manufacturer's recommendations. Install shear/connecting devices per manufacturer's recommendations. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfill. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. Cap units shall be glued to underlying units with an all- weather adhesive recommended by the manufacturer. MSE / Keystone Wall Specifications Page 2 0 D D D D D D 0 D a D 0 D a D 0 D 0 0 IIMILMUIIGMDIIXU: ---.....--. -.. -. ...... 111111 ......... '1~UIIIJ-PIIO::flL~IUCIIEW ._ . ....,..-.... r CIILIHEO R()CI( OIi ---I.el& ID Poll! . :. ·, .. ,. LEVEUNG PAD DETAIL ICU: 'l.T.e. l<EYIWNE ~W UNIT KEYSTONEITANIWIO UNIT__,,_ ~ ll-..r~ ...... -.. ... [1.·...r .. :._: ... ·.1 -- _ ... IT-IHI -· ... CIH' CN' UoaT1I CIR Ill· r C#' I.M r:rCl#IMIT .r-r- lllT. TOP OF WALL STEPS -.&N.T& QIAIN UNK FEIICE "' NON-&lflJNK GROUT POIT IN PIAC& FENCE §EQJIQN & PLAN P~AIL tllm. :SRPNWMfttC!S MmCUM!: u.-ra:,noyo,~ _.._ .. ""_ .. _ ~O INSTALI.ATIOII ON CIUINU Dr&a:·t..U lliDfl' II, OIi 3.5 ft -11r ILOCII' 5 ----2 GIii) INIII.L OIi 5 ft -~--~ r-: 6T 6T o:r 2.r, -·--I.NT //UH Wta r. -'IIQNLM r r ••r l -ii ..... ~u ~~--4= .... ·~ CONCRETE BARRIER (Ma)' .. UNC:11 In Pleae Oil f'eNCI) ~r ~I'" ·• !--. ~ '·1··');• 3 / ... / i \ C ' ~•CUNCNEIEc,t ---- '"" • ff INTCCIIE,U "1' OM._. IICICII IIISJINI ----TfflGN l§M:APP PGIRi Keystone-Miragrld MSE Retaining WIii Da1pay Bsfatu Phase~ Access Drive Wall Rall,Wll/qbl fJennJa Ju, P,E. 1171111 I.U81118hll. F .. ~. Wlll•,..n _. l'llarll/FM(Gjm,mi ,rogram MGRSW (ver 2.21 August 1990) ~opyright 1990 Mirafi I MIRAFI Inc. P.O. Box 24 _67 Charlotte, N.C. 28224 u.S.A N"OTES: o the best of our knowledge the calculations performed by this software are ~ccurate. However, Mirafi Inc cannot assume any liability whatsoever for the accuracy or reliability of the program and its related documentation. Therefore, esults from this program are neither guaranteed nor implied to be correct. As ueh, Mirafi Inc cannot be held responsible for incorrect results pr damages resulting from the use of this program. Design calculations performed by this ~rogram should be cheeked and verified by a registered professional engineer. ~ registered professional engineer should review the design prior to construction to ensure proper wall drainage is established that will prevent tht uildup of hydrostatic pressures over the service life of the structure. dditionally, the engineer should evaluate the GLOBAL STABILITY and the LOCAL STABILITY of the wall facia since GLOBAL STABILITY and LOCAL STABILITY of the ~acia are not considered in this program. ~uitability of any material or infringement of patents is the sole responsibility of the user. The user must satisfy himself/herself through ndependent investigation that all materials can be used safely. Mirafi Inc has _escribed certain hazards in using this software and Mirafi Inc reinforcement products but cannot guarantee that these hazards are the only ones that exist. JOB: Honey Creek .iUN: 1 ATE: 12-18-2003 ..NGR: PROBLEM GEOMETRY: all Heiqht URCHARGE DETAILS: "' 3.0 (ft) '1\iform surcharge starting at crest of wall agnitude "'500.0 (lbs/ft-2) ,.JIL DATA: !UNFORCED ZONE lACKFILL N)UNDATION COHESION (lbs/ft-2) 0.0 0.0 100.0 FRICTION ANGLE (degrees) 32.0 32.0 32.0 ~SULTS OF EXTERNAL STABILITY CALCULATIONS: BULK UNIT WEIGHT (lbs/ft-3) 110.0 110.0 110.0 'otal Active Earth Force "' 613.0E+OO (lbs/ft) ~INFPRCEMENT DETAILS: ase Reinforcement length = ~umber of Reinforcement l~ers = Reinforcement Type = ong Term Allowable Design Load = _oefficient of Shear Stress Interaction= 5.0 (ft) 2 Miragrid 5T 1050.0 (lb§/ft) 0.70 SUMMARY OF INTERNAL STABILITY CALCULATIOliS: ssumed Earth Pressure distribution ~ctive ~rth Force = Rankine, (i.e. Triangular} = 613.0E+OO (l])s/ft) ~i:Q.in\um F.S. against grid tensile overstress inimum F.S. against ~rid pullout ESULTS OF INTERNAL STABILITY CALCULATIONS: LAYER NO. 1 2 TYPE NO. 1 1 ELEV. (ft) 0.7 2.0 L FHORIZ F.S. tensile (ft) (lbs/ft) Overstress 5.0 5.0 313 299 3.35 3.51 = 3.35 in layer 1 = 1.25 in l~er 2 V.Stress la Anch.CAP (lbs/ft-2) (ft) (lbs/ft) 253 110 4.6 3.9 1021 374 F.S. Pullout 3.26 1.25 *see NOTES above for reference to drainage systems and global/local stabilit¥ Appendix B Test Pit Logs SOIL LOG -TEST PIT No. 1 . PROJECT: Dalpay Estat<-!iv. 2 EXCAVATED BY: John Deere 3100 Extendahoe DEPTH TO GROUNDWATER: INITIAL None FINAL -- DATE: 11-15-97 HOLE ELEVATION: 432' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY' SOIL TYPE DEPTH PENITR. . TORVANB Silty Fine to Medimn Grained SAND with Small Rounded Gravel Slightly Cemented, Very Silty, Fine to Medium Grained SAND with Rounded Gravel (Glacial Till) Bottom Hole IO' No Water • Backhoe had to chip and scratch to advance the hole Red Bromi ------- Color Mottling Gray Moist Damp Loose I SPN Mediwn Dense Dense SPL -------Very Dense* i ' I I -1- ' -2- -3-' -4- -5- -6- I I -7- -8- -9- -10- -11- -12- -13- -14-' -15-i : -16-i ' -17- -18-I ' -19- -20-I CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No. 2 PROJECT: Dalpay Estat >iv. 2 EXCAVATED BY: John Deere 3100 Extendahoe DEPTH TO GROUNDWATER: INITIAL None FINAL -- DATE: 11-15-97 HOLE ELEVATION: 422' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR • TORVANE Silty Fine to Medium Grained SAND with Small Rounded Gravel Slighfly Cemented, Very Silty, Fine to Medium Grained SAND with Rounded Gravel (Glacial Till) Bottom Hole IO' No Water • Backhoe had to chip and scratch to advance the hole . Red Brown c~1~---, Mottling Gray Moist ~-Medium Dense i Damp Dense I SPL ------- Very Dense* I -1- -2-I I ! I -3- I I -4-I I -5-I I I ! -6-I i i I -7- I -8- I I -9- I ' -10-I -11-I ! I I -12-I I I I -13- I -14- -15- -16- I -17-Ill -18- 1 -19- -20-i CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM • PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT DENNIS JOULE, P.E. CML ENGINEER SOIL LOG -TEST PIT No. 3 PROJECT: Dalpay Estat 'iv. 2 EXCAVATED BY: John Deere 3100 Extendahoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 11-15-97 HOLE ELEVATION: 429' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTUREICONSISTENCY SOIL TYPE DEPTH I PBNITR.1 TORVANE Silty Fine to Medium Grained SAND with Small Rounded Gravel Slightly Cemented, Very Silty, Fine to Medium Grained SAND with Rounded Gravel (Glacial Till) Bottom Hole IO' No Water *Backhoe had to chip and scratch to advance the hole Red Brown ------- Color Mottling Gray Moist I Loose i SPN Medium Dense Damp Dense ------- Very Dense• ' SPL ' I I ! ' I -1-/ I . i -2-1 -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- ! -15- -16- ! -17-i I i -18-I ' -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT • TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT DENNIS JOULE, P.E. CIVIL ENGINEER Return Address After Recording: Dalpay & Associates Construction, Inc. P.O. Box 2436 Renton, Washington 980159-2436 1111111111111111 20070924001575 DAL.PAY & ASSOC QCD 42.11 PAGEIII OF ff3 99/24/2117 13:45 KING COUNTY, IJA E2312066 11/24/2117 13:45 Kf=~ COUNTY, IJA $II.ff SALE $8.1111 PAGEffl OF 981 QUIT CLAIM DEED THE GRANTOR: DALPAY PROPERTIES, L.L.C., a Washington Limited Liability Company, FOR AND IN CONSIDERATION of the Mutual Benefits and provisions of WAC 458-61-375 (2)(c) for a Mere Change of Name conveys and quit claims to; THE GRANTEE: DALPAY & ASSOCIATES CONSTRUCTION, INC., a Washington Corporation BRIEF LEGAL DESCRIPTION: the following described Real Estate in the County of King, State of Washington, including any after acquired title, to wit: Lot 5, C/R SP NO. LUA-03-125-SHPL: recording number 20050627900007 Full Legal Description is contained on page 3, EXHIBIT 'A', which is made a part hereof by reference thereto. ASSESSORS PROPERTY TAX PARCEL ACCOUNT NUMBER AND ADDRESS: Tax Parcel Account No. 042305-9032-07; Levy Code 2100. Common Address: Vacant Land at 801 Redmond Place N.E., Renton, Washington 98056 Dated October 24, 2005 Quit Claim Deed Page 1 of 3 NW556 DALPAY WD.CHP 1 EXHIBIT 'A' LEGAL DESCRIPTION Lot 5, City of Renton Short Plat number LUA-03-125-SHPL, as recorded under King County recording number 20050927900007, records of King County, Washington; TOGETHER WITH a private easement for ingress, egress and utilities as described and delineated on the face of said Short Plat number LUA-03-125-SHPL, as recorded under King County recording number 20050927900007, records of King County, Washington . Quit Claim Deed .... 4· .. ,__.,.,_ ~~:-, ..a...f • Page 1 of 3 NW556 OALPAYWD.CHP Dalpay Properties ACCEPTED AND APPROVED: Dalpay & Associates Construction STATE OF WASHINGTON ) )ss: County of King ) I certify that on this 2-5 fl,\ day of October, 2005, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared, James W. Dalp[ay to me known to be the managing member of Dalpay Properties, L.L.C. who executed the foregoing Quit Claim Deed, and acknowledged to me that he was authorized to execute this instrument and signed and sealed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year in this certificate first above written. eaoc·nenw, ,1a••• "·"' 11113.tlM • ...,..,IRW\J)ll!rlll '*'Id ACJION Quit Claim Deed a Notary Public in and for the State of Washington residing at ~"!-,,,, My appointment expires: 4-,,L/ 2L, /CC c1 Page 1 of 3 NW556 DALPAYWD.CHP ~ fEWART TITLE GUARANTY COMPANY Subdivision Guarantee ~ Guarantee No.: SG-2631-12177 Fee: $300.00 OrderNumber: 207157641 ~ ~ Eflective Date: September 20, 2007 at 12:00 AM The County ofKJNG and any City within which said subdivision is located in a sum not exceeding $1,000.00 That, according to those public records which, under the recording laws, impart constructive notice of matters aflecting the title to the land included within the exterior boundary of said Subdivision Guarantee, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivisioo Map Act, on the certificates consenting to the recordation of said map and ofrering for dedication any streets, roads, avenues and other easements offered for dedicatioo as shown in Subdivision Guarantee. ~ Signed und..-seal for the Company, but this Guarantee is to be valid only when it bears an authorized count..-signature. c!l.!~ /~(pl ~~HN Counte~signed: ~~"t..._ "\. t\~ Authorized Signatory ~ STEWART TITLE SEATAC, Washington I Guarantee Serial No. SG-2631-12177 I I ~ In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed S..-ial Number. SUBDMSION GUARANTEE Guarantee No.: SG-2631-12177 Order Number: 207157641 Reference Number: DALPAY PROPERTIES, LLC Effective Date: September 20, 2007 at Subdivision Guarantee: Sales Tax: Total: OWNERS: DALPAY PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY LEGAL DESCRIPTION: $300.00 $26.70 $ 326.70 LOT 5, CITY OF RENTON SHORT PLAT NUMBER LUA-03-125, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20050927900007, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: 1. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES AS GRANTED BY DEED UNDER RECORDING NO. 1373737. 2. TERMS AND CONDITIONS OF SURVEY RECORDED MAY 11, 2001 UNDER RECORDING NUMBER 20010511900008. 3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 9, 2001 RECORDING NO.: 20010809000766 IN FAVOR OF: CITY OF RENTON FOR: UTILITIES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JANUARY 7, 2005 RECORDING NO.: 20050107001695 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. Guarantee No: SG-2631-12177 SUBDIVISION GUARANTEE 5. WATER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NO.: 20050927003160 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 6. SEWER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NO.: 20050927003161 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NUMBER(S): 20050927003163 8. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 20050927900007. 9. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31sr. YEAR: 2007 AMOUNT BILLED: $1,608.88 AMOUNT PAID: $ 804.44 AMOUNT DUE: $ 804.44, PLUS INTEREST AND PENAL TY, LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: IF DELINQUENT 2100 042305-9032-07 $146,000.00 $ 0.00 10. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9412020474. Guarantee No: SG-2631-12177 SUBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. Don Peters :dp Guarantee No: SG-2631-12177 stewart ~title guaranty company ORDER NO:. 207157641 N This sketch is provided without charge for information. II is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations of boundaries. Ifs not a part of, nor does it modify, the commitment or policy to which ii 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. ' ' ' \ ...... , ... M; ... .,. -· '""' -,----- ' ...... 1111 \ NKSI tlll W -"" ... : jr...A.::::...=.:.Ai:. ':':""......::_:.a. ::..::~.....::::..:.:...::::..a.:::.il ~::-:.;:,~,~.:.&.:,c:..A.: ... ..:::~:.:::::..a,.:::.a.::::..::::..::~.,.'.A. ..::::..a.::::..:::-..::c.....::,':A.': . .:,,.;::....::::..::-.a..:::::.:.,.A:::Ai.::::.a::_:a."'1] ' 1t ~TEWART Tl I LE ~1 i I~ I : I~ GUARANTY COMPANY ~ ,1~ ij IJ, S bd" . . G t t1 I~ u 1v1s1on uaran ee i11 I~ \I I I ', Jl Guarantee No,: SG-2631-12177 Fee: $300,00 (t i I~ Effective Date: August 21, 2007 at 12:00 AM Order Number: 207157641 ~ 1• fu ''' 1'1 ri I I ij I~ The County of KING and any City within which said subdivision is bcated in a sum not exceeding $1,000.00 ~I ~ I I~ That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title ~ : ,r to the land included within the exterior boundary of said Subdivision Guarantee, theonly parties having any record title interest ~I : I~ in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting ~IJ , II~ to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication ~I I~ as shown in Subdivision Guarantee. ~ ~ ij ' ' ' ~ I ~· I ~ •.t 1, ,~ ij Ir~-~I. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. ~ :~ ~-.,'I 11 ~ stewart ~, ,Jr, '~ ~, i~ ~ ~ 111 title guaranty company ~I 'r ,'~ ~ r ~ ;::~-w7;,. ~ jJ lfJi ~' ' ',~ ,,/ c::::.~, :.)~ ~ , OI~~:~;~&\~Wd.c::;L:4"11~ ~'I II~. ,~·. I g O 8 /[; ~,, " : ....•. ,.,·~ ' I~ X f;c··· •• ··::··,, ' ~ ~ ~ 1 . ,t ~ J~ C t . d ~.If! ~ oun e~s1gne : r, ~ ~ ,~ ~~"t..... 't-\, ~~ ri, .~ ijl I' Authorized Signatory • , 11 r1 : J~ STEWART TITLE ~I I I~ SEATAC, Washington ~I it ~' :, ~ i I~ I\ Guarantee Serial No. SG-2631-12177 II ~I ~ ' . ~. , I~ In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. ~, i ;~ ~i I lb::.--,,.--,_--,,.--,..;,......-..;.;........---.-.....,,--_-.-,_.,......_...,....._-.,---_..,,...._--,,.--,_-,.-,_._--,,.--, ..... --,,.--,_ .......... _..,..--_...,...._...,...._....,......_ .......... _'Y"'_-Y-_.........-_--,,.--,_...,,--_-,.-,_..,,...._-y-.....,...,,.......:;.T'_...,....,_~--T..;.;._-,,-,-_...,...._..,,...._...,...._----.'.''T'-..,,...._...,...._--,,.--,_-.:::~..d:J l SUBDIVISION GUARANTE ... Guarantee No.: SG-2631-12177 Order Number: 207157641 Reference Number: DALPAY PROPERTIES, LLC Effective Date: August 21, 2007 at Subdivision Guarantee: Sales Tax: Total: OWNERS: DALPAY PROPERTIES, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY LEGAL DESCRIPTION: $300.00 $26.70 $ 326.70 LOT 5, CITY OF RENTON SHORT PLAT NUMBER LUA-03-125, ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 20050927900007, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO: 1. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES AS GRANTED BY DEED UNDER RECORDING NO. 1373737. 2. TERMS AND CONDITIONS OF SURVEY RECORDED MAY 11, 2001 UNDER RECORDING NUMBER 20010511900008. 3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: AUGUST 9, 2001 RECORDING NO.: 20010809000766 IN FAVOR OF: CITY OF RENTON FOR: UTILITIES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: JANUARY 7, 2005 RECORDING NO.: 20050107001695 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. Guarantee No: SG-2631-12177 SUBDIVISION GUARANTE_ 5. WATER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NO.: 20050927003160 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 6. SEWER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NO.: 20050927003161 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. 7. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS THEREIN: RECORDED: SEPTEMBER 27, 2005 RECORDING NUMBER(S): 20050927003163 8. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 20050927900007. 9. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30T". THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 8 T. YEAR: 2007 AMOUNT BILLED: $1,608.88 AMOUNT PAID: $ 804.44 AMOUNT DUE: $ 804.44, PLUS INTEREST AND PENAL TY, LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: IF DELINQUENT 2100 042305-9032-07 $146,000.00 $ 0.00 10. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF CITY OF RENTON AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9412020474. Guarantee No: SG-2631-12177 SUBDIVISION GUARANTE ... The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. :de Guarantee No: SG-2631-12177 ORDER NO:. 207157641 N 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 of 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 . ' I "· \ ' \ \ ' . ----- I I I \ . UAI - \ .~:o : !.-~: J 00'/I -1))11) "" ,, .. 18000 International Boulevard South, Suite 51 O SeaTac, Washington 98188 206-770-8700 + 888-896-1443 fax 206-770-8703 + 253-882-2033 COPIES OF DOCUMENTS ORDER NUMBER: 207157641 FOR PROPERTY ADDRESS: 1825 REDMOND PLACE NORTHEAST, RENTON, WA 98056 Branch :STK,User :8763 Order: Title Officer: Comment: Return Address After Recordmg @ Fitts Escrow co. 879 Rainier Avenue North, A-104 PO Box 1480 Renton, Washmgton 980157-1480 E1841654 99/14/ZIII 14·48 KJ~ COUNyX,4~= II SALE s:de: ... II STATUTORY WARRANTY DEED THE GRANTQR: DALPAY, MARY CLARE, wboappearsofpubhcn:conlas STEWART MARY C., is an unmamed person and as her sole and eparate estate; PAGE 101 OF eez FOR AND IN CONSIDERATION of the sum of TEN AND N0/100 ($10.00) DOLLARS and as accommodating an !RC 1031 L1ke-K1nd Tax Deferred Exchange, conveys and warrants to THE GRANTEE: DALPAY PROPERTIES, L.L.C., a Wasbmgton Lumtod LtabllltyCompany; LEGAL DESCRIPTION: The following descnbed Real Estato m the Conntyof King, State ofWashmgton, to wit: Por Ev., of the SWV• of the NE\/4 of the SE\/4 of Sec 04, l\vp 23 N, Rg 05 E, W M , KCW Fun Legal Desenption IS contained on page 31 EXHIBIT 'A 'i winch ts made a part hereof by reference thereto ASSESSORS PROPERTY TAX PARCEL ACCOUNT NUMBER and ADDRESS: Tax Parcel Account No 042305-9032-07, Levy Code 2100 Common Address 3801 NE 19th Street, Renton, Washington 98056, Dated September 10, 2001 Statutory Warranty Deed Page I of3 Old Repubhc21823I NW471 211003WD CHP Station Id :BXRE KING,WA Page I of3 Printed on 8/27/2007 12:34:20 PM Document: OED WAR 2001.0914001591 Branch :STK,User :8763 Order: Title Officer: Comment: ·-en Ln = c:, - ~ en = EXHIBIT 'A' LEGAL DESCRIPTION The East Half of the Southwast Quarter of the Northeast Quarter of the Southeast Quarter of Section 4 Township 23 North, Range 05 East, W.M. In King County, Washington; EXCEPT the East 155.00 feet and the North 15.00 feet lheteOf conveyed to King County for road by Deed recortled under King County recording no. 1373737. Statutory W.arr.anty Deed , Page)ofl Old Repubho21&2Jl N\V47121 l003WD CHP Station Id :BXRf KING,WA Page 3 of3 Printed on 8/27/2007 12:34:23 PM Document: OED WAR 2001.0914001591 Branch :STK,User :8763 Order: Title Officer: Comment: -en Lr) - -en = SUBJECT TO TEXT: Agreements, Easements, Reservation and Rcstr1ct1ons as may be oontamed 1n the Plat, State and Federal Pa.tents or as may be apparent on the prcmJSCs or 114 matters vitnch an actual suncy 'M>Uid dlSClosc: Terms Covenants, cond111ons or obhcations 1mpose byCrtyofRenton Ordinance No 4070as recorded under King Countyrecordmg no 8706091480 2 3 An eascm,cnt for slopes, cu1s and t1llc as dl$Closcd under Kine County record mg no 1373737 ACCEPTED and APPROVED: STATE OF WASHINGTON) )ss County of Kmg ) I cert,fythat on th1S ,4. day of September, 2001, before me, the underS1gned, a Notary Public m and for the State ofWashmgton, dulycomnuss1oned and swom,personallyappeared, Marye Stewart, to me known to be the person who executed the forego mg Statutory Warranty Deed, and acknowledged to me that she signed and sealed the same as her :free and voluntary act and deed for the uses rposes therem mentioned _ .................... ,,,, .:--ON E. ~'•11 .: Q .••••••• ;'l>-j; •• ; .. ~,,SSIO,v~···. IP 1, ,, ,~ ... -. ~ { fgwor~ \ ~ I.· ---•l ~ ; ,.,_ --: ~ ' ~ . "DI.IC : i' ~ \ > l ~ '• ··-.~~-0& •• ·· ,# ,, q/'i!;!!~ ... ~ ..:' ,,, ~:._:...:: \,,,,,, ......... --- Statulory Warranty Deed 07-23-05 Pagc2of3 Old Repubbc2IR23t NW471 211003WD CIIP Station Id :BXRE KING,WA Page 2 of3 Printed on 8/27/2007 12:34:22 PM Document: DED WAR 2001.0914001591 -. - .. ,..,. I ri•tc~,r ore,~ 1J'l' ·,u n -•• 1 .. 1• 1a,,1t o,l: a.. .. u n• a l, Jl•toh• r uit •f IU.t\t "* " • Iii At.n.:i, Gt !'I', wtt ., 17 ~ wrr Map fl.;,1~, - • et J.et , aU * et t.\ I fi2l.4 ttltl ... ,t l,O'I t &k 81' Jama •4 A.billfOII'• JAi '41 '1'1• 0 of ~ ac•dg k ltlH t.benot Nt4d lD Tel ,, e'f ftate 111,t N• 31 of ih• Nod~ •t ID71 al W 1A KCW a., :a. 1. ••leh•r n Jtuern 7 ll#Whn· n ...... ' • ' I i Branch :STK,User :8763 Order: Title Officer: Comment: KING,WA RECORD OF SURVEY FOR JIAI DALPAY LOC,ffED IN rHE N.E. r/4, OF THE SE. 1/4, OF SECTION 4, TOlf.l/SH!P 23 NORTH, RANCE S EAST. KING COUNTY. WASHINGTON N W+E s 100 IOQ ll,u:JS OF B£U!INGS, ~~~~:.:J!~~¥,:~ ~~""-""'"""""'--- !EtaZ. Di:SCRJP'l'/ON; .....,,,., .. ........... ,., ... ._....,,,_.,,..._,.,. ~~P:t;J:a.~=~,, ,.,...,, .. ,.,<,.,.,.,.,_,,,.,. ... --·, ... ,..,,_"'"",..,,_.'"""'''""'""--= ... ~,.,.,..,.,. .. , .. .,,,. ... .,,_~ ,_.., _..,.._,, .................. .,.. __ _ ~,W,%,~~:1'.:1,,~~-~~ ~.,,.,, ...... ,"""""'"""'""'"'-- Document: SUR 2001.0511900003 Page 1 of l Station Id :BXRE • / J w ' :; ti u ,, ' C: ~ ;= ' "' " ~ ',4 11 C ~ j j q ~ "' w Q : ; r' 1 "' 0 ir l , u w e · i ! i "' . . . ~ ':i ':;; ':i .. Printed on 8/27/2007 12:34:32 PM Branch :STK,User :8763 Order: Title Officer: Comment: = "" = &tum Address. City Cleric's Office City of Renton 10SS South Grady Way Renton WA 980SS Tide: UTILITIES EASEMENT Pro-r<v Tu: Panel Number: -· --"lo~:>- l'roJcct Fde# Street li1tenectioa. or ProJ«t Name Re(ermce Number(s) of Documents assigned or released· A4dllionalroferooce11111Dbmlll0 onpqe __ Grantor(s): ~ Grantee(s): 1.-J/Ma P"';'-"l"AJ 1 l. City ofRenton, a Municipal Cotporanon 2 ·-· "'" . . d(" ('~\\ ~ .C "" , , The onntor, 118 named abo'", for or and in consulaaticn of mutual benefits, balgams, sells and dehven to tlle above named Grantee, the followu,g deacnbed property Addttioaal legal is on pege __ of document (A.,,,,,_d l,pl iocr/ptlm, MUST 11• ur,.) LEGAL DESCRll'TION c,Je/l-1 o..)f..)00:~ AUi> At-et>SS ,I,\;,;; \;<, (.,o'f"'T', oF -ntE-iJ, Z= f"r, or -nl1.-\'t,upo11>&,, ~1561> ?t#tlofJ e:,F I-Al»: -:1'11.S. /?;. '/z_ cf" ~ .:S'.W • .Y4-,, JJ.~. V+, s.e. V+ !Sce.4:, ,z.3iJ, 1'::S€, W,M.,j ~.:.ef'r' '"I'\\€ ~-\=6F-r. N)c,, TttE ,.J, 1£,p.. ~F CoJ.J J'&:'"t~D lP \<,\t-l{., t-. ,::;,i'-\Z-b, !5'1' ):,e;E() l)t,)~ A\lC>r11,1t."S fiu; I"£), 13 l :S 737. S \"nll'. .i;; 1 N 'TJ-tE; c.,,T'-f. oF IZe,..nb,-J .> K1i-,G,. U>ONT'f I WAf.ll11Jc,,-n,.l. H '\FORMS\KCRECORD\EASEMENT OOC\ r...,1 FORM03 000Mb!CA2-:tl-97 Station Id :BXRE KING,WA Page I of 5 Printed on 8/27/2007 12:34:26 PM Document: EAS 2001.0809000766 Branch :STK,User :8763 Order: Title Officer: Comment: = = .... = = 0 en = co = That said Grantor(s), for and in considerabon of mutual bendits, do by lheso p,esent,, grant, bargau,, sell, convey, and wamurts unto the said Grantee, its sm;cessors and assigns, an easement for public utilibos (mcludillg Mier, wastewater, and surface water) with necessary appurtenances over, under, through, across and upon 1he followmg described property (the right-of-way) in King Counly, Washington, more particularly described on page l. (or if full legal IS not on page I-Exhibit A.) For the purpose of construotmg. roconstruoting, installing. ropairiDg. replacing. enlarging, operatl:ng and rnaiutairnng utibtles and utility pipelines, including. but not limited to, w.itcr, sewer and storm dlaioage lines, together with 1he right of ingress and egress thereto without prior institution of any SUit or procttdings of Jaw and without incurring any legal obligation or bability therefor Following the lnibal construobon of Its lacilities, Grantee may from tune to ume construct such additional liloihties as it may require ThIS easement is granted subject to the followUlg terms and conditions. 1 The Gtantee shall. upon completion of any work witlun the property COVffld by the cuemen~ restore the swfaoe of the easemeo~ and any private unprovemenu disturbed« destroyed durmg ....utton of the -1<, as neatly as prooucable to the ooodibon tbey worc 1n llllllled>atdy before -of the won: or mil}' by the Grantee 2 Onmtor shall retam the right to use the surface of the ........t .. 1cng as suclt use does not anlfrlere with the casement ngh1s granted to the Grantee Omntor shall not, however, have the nght to a Erect or mamtain any builcbngs or -w,tlun the eaxmcn~ or b Plant trees, shrubs or vqetauoo haYlDS deep n,ot pattems wluch may cause dam.age to or mt..rcR with the ullhbe, to be placed witb!D the _..1 by the Grantee, or c Develop, lendscape, or bcau1lfy the~ arca in any way wluch would """""°""bly mmase the cost. to tbeGmnteeof=toringtbeeasen=tarcaandanyprivate-entstbomn d Dig, tunnel or pc:norm other forms of CC!l8tructloo aetlviues Oil the property wluch Would disturb the compacbon or unearth Ormtee's fa<lhlles on the right-<>f-way, or endaog<r the lalml support fa<Jhties e Blast within fifteen (IS) feet of the rigbt-<>f-way This easement shall run with the land descnbed hemn, and sball be binding upon the parbes, their heirs, successors m interest and assigns Grantors covenant thst they an: the lawful owners of tho above properties and that they have a good and lawful right to execute tlus agreement By this conveyance, Grantor will wamint and defend tho sale hereby made unto tho G11111tec against all and eveiy person or persons, who!Dsoever, lawfully clalming or to clallD the same. Tins conveyance shall bind the heirs, executors, a&ninistrators and assigns forever. IN WITNESS WHEREOF, said Grantor has causod tlus wtrumeDl to be executed tlus _dsy of 19_ Cl9hiF bAt.fA §.e.~r'---------------l H \FORMS\KCR.£CORD\EASBMENT DOC\ INDIYIDUAL FORM O CXNOWLEDGAIENI' STA TE OF WASH!NOTON ) SS COUNITOFKlNO ) I certify that I know or have ,at,sfactory O'lldeoce that _______ _ --~------------Signed this UIS1ruuu:nl aod acknowledaed it to be h1slher/thetr free and voluntary act for the uses and purposes mcnboned m the wtrumen.t Notary Public in and for the State of Washington Notary(Pnnt) ____________ _ My appointmentexpires·----------- Dated Page2 Station Id :BXRE KING,WA Page 2 of5 Printed on 8/27/2007 12:34:27 PM Document: EAS 200!.0809000766 Branch :STK,User :8763 Order: Title Officer: Comment: EXHIBIT"A" LEGAL DESCRIPTION (Muat be r!ampod by a P.E or LS ) Over, under and across the East 60 feet of the North 200 feet of tl>e lbllowing descnbed porl1on of land The East half of the Southwest Quarter of the Northeast Quarter of the Southeast Quarter of Section 4, Townslup 23 Nortl>, Range S East. WM, Except the East 155 feet and the Nortl> IS feet thereof conveyed to Kmg County for road by deed recorded , under Auditor's file No 1373737 ' Srtuate JD the Crty of Renton, Kmg County, Wasbingtoo El<PJREs 10/17/ <3( H IFORMS\KCR£C0RD\EASEMENT DOC\ Station Id :BXRE KING.WA Page 4 of5 Printed on 8/27/2007 12:34:29 PM Document: EAS 2001.0809000766 Branch :STK,User :8763 1 j,],,.. s, DEED DOC KING,WA Document: EAS 200 l .0809000766 Order: Title Officer: Comment: Map Exh1b1t Page 5 of5 '\'' 3 s 10 Station Id :BXRE Page ts Printed on 8/27/2007 12:34:30 PM Branch :STK,User :8763 Order: Title Officer: Comment: Station Id :BXRE 20060107001696.001 ( KING,WA RETURN AQPRESS: Puget Sound Energy, Inc. Attn: R/W Department {J. Mal) PO Box 90868 / GEN~3E Bellevue, WA 98009 11111111!1~ 11111 20050107001695 =m'!T'"EIIS 20,N .. ~2 ... m .. 1e1Nl'COUNTY, '1A EASEMENT ORIGINAL REFERENCE #: GRANTOR: DAL PAV PROPERTIES, UC. a Wathlngton limlted llablllty company GRANTEE: PUGET SOUNt.' ENERGY, lNC. SHORT LEGAL: Portion of SE 04-23-GS ASSESSOR'S PROPERTY TAX PARCEL: 0•2305-9032 For and In consideration of One Dollar (S1 .00) and other valuabJe conskSeratiOn In hand paid, DALPAY PROPERTIES, LLC, a Washington limited Uabillty company ('Grantor" herein), hereby convey$ and wananls to PUGET SOUND ENERGY, INC., a Washington Corporation ("Grantee" herein), fOr the purposes hereinafter set forth, a nonexclusive perpetual easement over, under, along, across, and through the foRowlng described real property ("Property" herein) In King County, Washington; THE EAST HALF OF 11-IE SOUTHWEST QUARTER Of ntE MORTHEAST QUARTER a" THE SOUTHEAST QUARTER OF SECTtON 4, TOWNSHIP 23 NORTH, RANGE 5 EAsT, W.M,, IN KING COUNTf, WASHINGTON; Exc!PT ntE EAST 155.00 FEET AND 11iE NORTH 15.00 FEET THEREOF CONVEYED TO KING COUNTY Except as may be otherwts& set forth herein Grantee's rights shall be exercltecl upon that l)Ol'tiOn of the Property rEasement ~ herein) described 88 follows: An ENementArea Ten {10)feet In width having Five (5)feet ofauch 'Mdth on each side or a eentetfinedescribed ea lolkw.o: THE CENTERLINE OF GRAHTEE'S P"ACUTIES NI CONSTRUCTED, TO BE CONSTRUCTED, EXTENDED OR RELOCATED, L YINQ WIDIN THE ABOVE DESCRIBED REAL. PROPERTY; LESS THE NORTH 10 FEET ntEREOP', 1. PurpOM. Grantee shaU haVe the right to consbuct, operate, maintain, repair, replace, improve, remove, enlarge, and use the easement llrtta for one or more util!ty systems for purposes of \ransmisf;lon, dlsb'ibuUon aod e,ale of gas and electricity. Such system may klclude, but ere not limited to; Underground ftclllllea. Pipes, pipelines, mains, laterala, conoulta, regulator$ and feeders foe" gas: conduits, lines, cables, vaults, awltches and transformers for electricity; fl:ler optiC cable and other llnes, cables al'd facilities for communications; aani-buried or grouru;knounted facilities and pad1, manhOlea, meters, fixture&, attachments and any and al other faalilies or appurtenancee necessary or convenient lo any or all of1he foregoing. FolkMing the lnltial construction of aQ or a portion of Its systems, Grantee may, from time 10 time, construct such additional tacmtles as It may require for auch 11}'9tems. Grantee ahaU hove the right Of 80C8M to the Easement Area over and ec:ron the Property to enable Grantee to 8Jlel'Ciae its rights hereunder. Gn:intee ahsl cornpensaf.e GrantOI' for any damage to the Property caused by the exercise of such right of acce&s by Grantee. 2. Easement Area Claartng and Maintenance. Grantee shall have the right to cut. remove and dispose of any and all bN&tl, treat or other vegetation in the Easement Area. Grantee shaD alSo have the right to control, on a continuing basis and by any Pf1,Kklnt and reasonable means, the establishment and growth of brush, trees or other vegetation In the Easement Area. 3. Granlor'II Use of Euement Arn. Grantor re88MIS the right to uee the Easement AAt8 for any purpose not Inconsistent with the rightS herein granted, provided, however, Granti;:i, s1'1811 not eonetrucl or malntain any buildings, structures or other objecia on the Easement Area and Gnmtor shall do no blaeClng wltf1in 300 fut of Grantee's facilities without Gtantee·s prior written consent 4. Indemnity. Grant. agree, IO Indemnify Grantor from and agaln$t llabHlty Incurred by Gnmtor as a result of Grantee's negligenc.e In the exercise ofttle rights herein s,anted to Grantee, but nothing herein lhall require Grantee ro Indemnify Granto< for that portiOn of any 1ueh llabUlty attnbulable to the neg1tgenee of Grantor or the negligence of others. 5. Abandonmen.L The rights herein granted snan continue untll such time as Grantee cea&aS to u&& the Easemant Area:for a pefiod of five (5) successive )'88111, In which event, thlS aasement shaH tennlnata ancl all rights hereunder, ancfany lmprovements remaining in the Easement Area, sheU revert to or otherwise become the property UG Gae & Electric Easement 11/1998 1050320321107021781 (152697) Page 1 of2 Page I of2 Document: EAS 2005.0107001695 Printed on 8/27/2007 12:34:24 PM Branch :STK,User :8763 Order: Title Officer: Comment: Station Id : 8 XRE 20050107001695.002 • KING,WA of Grantor: provided, however, that no abandonment &hall be deeme<I to have occurred by reason of Grant&a'a fal!ure to lnltially Install Its systems on the Easement Area wtthln any period of time from the data hereof. 6. Successors and Assigns. Grantee shalt have the right to assign, apporUon or otherwise transfer any or all of ite rights, benefit&, privilegea end lntere&ts arising In and under this eaMtm8nl Without llmtlng the generality of the foregoing, the r1ghl:8 and obligations of the partm ahall lnurv to the benefit of and be binding upon their nNpecl:iv$ l:ill,.l(lQff'°"* and u.sigl'I$. OATEOlhlsLdayof ~ 2004. GRANTOR: STATE Of WASHINGTON ) I ss COUNTY OF \i1 Vlj_ ) o,, "" '2. S day of .Dee,c,...loe,,,-. 2004,..,.. me. the-nad. a N9ta,y Public. in and for the State of Waahlngton, duly commlaaloned and sworn, pergona:Jfy appeared W!Ut6\l'II "'°\ 1--to me known ta be the person{s) who signed aa Ai.--<.'!> vJ,lh.P.-of DALPAY PROPER'TIE8, LLC, • Washington llmHed liability company~ .the COll)Ol'8tion executea the within and foregoing instrument. and acknowledged said instrument to be ~ free and voluntary act and deed and the free and vol!Jntaty act and deed of DALPAV PROPERTIES, ~a Wahington llmlted llablllty company for the usea end purposes therein mentioned; and on oath stated that wu authorized IO exearte the said Instrument on bahelf or aald DAL.PAY PROPERTIES. UC, a Washington llmlted H•blllty company. UG Gas. l Electrlc Easement 11/1998 105032032, 1070211s, <5269n Pa9e2of2 (S~na!UN of ) 'f""~ C l.1Jw«\ (Prim or s1ampna of Notaiy) NOTARY PUBLIC In and for the State Of Waetington, rwldlng at F&trt!VJ Page 2 of2 Document: EAS 2005.0107001695 Printed on 8/27/2007 12:34:25 PM Branch :STK,User :8763 Order: 207157641 Title Officer· 41 C ·' KING,WA · omment Station Id :BXR.E 20050927003160.001 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: WATEREASEMENT Proje<t File#: LUA o.l-125 SHPL p , .. Tu Parcel Nnmber: 042305-9032 DaJp,,y Short Plat Reference Number(s) of Documeots assigned or released: Additional rcfcr<tt«: number$""' on page_. Grantorts): Grantee(s): 1. Dalm1v Prooerties LLC 1. City of Renton, a Municinal Comoration LEGAL DESCRIPTION: A PUBLIC WATER EASEMENT OVER, UNDER AND ACROSS THE FOLLOWJNG DESCRIBED PROPER1Y: TIIE EAST HALF OF TilE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF nm SOUTIIBAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M~ EXCEPT THE EAST 155.00 FEET AND THE NORTH 15.00 FEET TIIBREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 1373737; SAID EASEMENT BEING 15.00 FEBTIN WIDTH 7.50 FEET ON EITHER SIDE OF 'IHE FOILOWING DESCRIBED LINE: COMMENCING AT THE NORTHWEST CORNER OF SAID PROPER1Y; THENCE SOUTH 01°05'20" WEST ALONG THE WEST LINE OF SAND PROPER1Y 10.00 FEET; TIIBNCE SOUTH 88°14'37" EAST 119.47 FEBT TO THJi POINT OF BEOINNING; THENCE sourn 01 '03'12" WEST 109.84 FEET; THENCE sourn: 46°03'12" WEST 36.16 FEET; THENCE SOUTH 01°45'23' WEST 74.28 FEET AND THE TERMINUS OF SAID LINE. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF W ASH!NGTON EXCISE TAX NOT REQUIRED l(q!Co.llec:adl~ By~&~ Dlpllf Jr:;ot:.01~9 ~ fot Water.doc\ Pap 1 FORMOl 0013Jbh/CA2.11-97 Document EAS 2005.0927003 l 60 Page I of5 Printed on 8/27/2007 12:30:34 PM Branch :STK,User :8763 Order: 207157641 Title Officer: 41 Comment: Station Id :BXRE 20050927003160.002 KING,WA That said Grantol(s), for and In consideration of mutual benefits, do by these present,;, grant, bargain. sell convey, and warrants unto the said Grantee, its Sll<:COSSO?S and assigns, an easement for public utilities (including water, wai~ewater, 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 particnlarly described on page I. (<>r if full legal is not on page 1-Exhibit A.) For the plllJ>OSC of consttucting, reconstructing, installing, repairing. replacing, enlarging, operating and maintaining utilities and utility pipelines, including, but not limited to, water, sewer and stonn drainage lines, together with tho right of ingress and egress ~ without prior institution of any suit or proceedings of law and without ir,eurring any legal obligation or liability therefor. Following the Initial construction of its facilities, Grantee may from time to time construct such additional facnities as it may require. This easemeot is granted subject to the following tennund conditions: I. Th< Grantee shall, upon complet!cm of any work within the properly covered by the easement, restore the surface of 1hc eucment, and any private improvements disturbed or destroyed during execution of1he work. as nearly as pra,;iicable IO thc condition 1hey w= in inunediau:ly bcfo,. conuncnc:emcot of the work or cnt,y by the Grantee. 2. Ckantor shall retain tbe right to use-the sur&cc of the easement as long as such use does not interfcrc with the. easement rights granted to thc Granfec. ~rtor shall not, however. have tho right to: a. Erect or maintain any butldings or structures within the easemeat; or b. Plant trCCS:. shrubs or vegetation hlll'ing deep root panc:ms which may cause damage to or interfere wilh the utilities to be placed within the casement by the Grantee; or c. Develop, landscape, or beautify the easement area in eny way which would unreasonably UlCR8SC: the costs to the Grantee of restoring the casement area and ony private improvements therein. d. Dig. tunnel or perform othtr forms of construction activities on the property which wollld disturb 1he compaction or wic:arth Grantee's facilities on lhc right-of-way. or endanger the lateral support fa(:ilities. e. J3last within fifteen(IS) feet of tho right-of-way. This easement shall run with the land descn1>ed herein, and shall be binding upon the parties, their ho~ successo.rs in interest and assigns. Grantors covenant that they are the law1ill owners oftbe above properties and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor will wurant and defend the sale hereby made unto the Grantee against all and every pei,on or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. IN WITI,!ESS WHEREOF, said Grantorbasawsed thisinstnnncotto bcexecutedthisZ:l.i.yof ¥ 20o5"'. FORM 03 0013MICJ\2..21-97 Page 2 of5 Document: EAS 2005.0927003160 Printed on 8/27/2007 12:30:36 PM w CG X Ci, -0 -C 0 '§ C/) '--' 6 f ( u " t 0 ii: 0 ~ ~ " "' r-- "' r-- 0 N ! "' "' t--- 00 ~ " ~ ::, ~ (/J ..c: 0 § "° c!; 0 0 UJ ~ 0, 0 0 ... "' 0) 0 "' 0 Q "' EXHIBIT A A PUBLIC WATER E:AS£ME:NT OVER, UNDER AND ACROSS TH£ FOLLOWING DESCRIBED PROP£/f1'Y: TH£ EAST HALF OF TH£ S0UTHW£S1" QUARTER OF 1H£ NOIIDIE:AST QUl>RTER OF TH£ SOU1HE:AST QUARTER OF S£C110N 4, TOWNSHIP 2J NOR1H, RANCE S £AST. W.M., £XC£PT 1H£.£AST 1/lS.OO FEET AND TH£ NORTH 15.DO FEET THEREOF CONVIT£D 70 KING COUNTY FOR ROAD 8Y DEED RECORDED UNDER AUDITOR'S FIL£ NO. 1373737; SAID £AS£M£NT BEING 1 S.DO F££T IN WIDTH 7.50 FEET ON EITHER SIDE: OF' TH£ F'OLLOWING DESCRIBED UN£: COMMENCING AT TH£ NORTHW£51" CORNER OF SAID PROP£1?1Y; TH£NC£ SOU1H 01"05'2rt' W£ST t>J.ONG TH£ W£51" UN£ OF SAND PROPERTY 10.DO FEET; THE:NC£ SOUTH 88"!4'37' EAST 119.47 FEET TO THE: POINT .OF' BEGINNING; THENCE SOUTH 01"DJ'12' W£51" 109.114 F££T; TH£NC£ SOUTH 46°03'12" WEST 36.16 FEET; THENCE SOUTH 01"46'2.3" W£ST 74.28 FE£T AND THE: TERMINUS OF' SAID UN£. S11UATE IN TH£ CITY OF' RE:N70N, COUHIY OF' KING, STATE Of' WASHINGTON. INDEXING DATA: N.E. 1/4. S.f. 1/4, SEC. 4, T. 2J NOl!TH, R. 5 fAST, !,II, • s ~ O'l Q) i ! f Q) Q) C "6> C LaJ cli:S Ill ... Q) C C 0 a.. ._ E I! 0 N ..,. '! a=~ m .2 ... 0, ...... °' E < CIQ e ~ -<> a-Q 0 • I C !z ;;; " ~ s::!. .:J o-.. i ~ o-I· JJ ~ ~ <'1 .. ci. •• rll! .... ~ :i Qi!: !:l :: ::C C Ill - t;: -I"' ... -. ~ w •• II Iii ~o • . <"' ... J o- Q) f ~'ii~"'- ffl ~ ~1! Q) u --. > o"'<.> • • I.. • "' "' w ... :::, %~"''"'"' t.) (/') ~ I '1 ,:.:~ ....... cn~stm;.: ~I J!2. J!2. z z ., ., ~ "'ina:::m t!.t! 0~ . ---- :;;: 0.. 00 M 0 "' <'i r-- 0 0 !:::' r-- !:::' 00 C 0 ',:I B .5 3:: .,., ""' 0 " " oJ) ,f, 0 '° -8 0 r-- ~ ,,.., 0 ~ Cl) iii < i:; :s. s 0 :, 2:: g ~ Q Branch :STK,User :8763 Order: 207157641 Title Officer: 41 c--.ment: Station Id :BXRE 1 , • t K!NG,WA 50.00' lll "" ... !'> !;I O> nl ~~s i""' ;\i . "' ~ ;:i --~l--.. ,,, . ' -----·----------~ ' ' ' ' ' ' ' ' ' ' ' 50.00' lll i ij nl ..._ _________ _ ... ----------- lll "" " ~ nl ~ ;;i ~ 60.00' fO lll .., .. .. ~ ij io nl ~ p i~ li!o -, ~~ ;i ~ ;:;! Ii 20050927003160.005 -I ~ I \ 15' ~I ii t:x::, I l:l I "I :;,: C. ;;i 50.oo· REOJIONO PL. N.E. .! 50.00 • 60.00' t-4.---.;;;.;;:::....-4...,_.;50~·:!oo:..·_-4.,_ ____ -4 ______ ..J.;;w;J. is· 1~ 1HD£X1NG DATA: N.f. t/4, S.£. 1/4, sa;. 4, T. 2J NIJIIIH. R. 5 9ST, W.M. Cramer Northwest Inc. r Surveyors Planners & Engineers 945 N. CENTRAL, STE, ,11104, KENT, WA 98032 (253)B!i2-"880 (local) 1-(800)251-0189 (toll free} {253}8/;2-4955 (fax) E-MAIL: cnl@cramemw.com : • • • ' DRAWN BY: T.E.C. SCALE: SHEET: DATE: mm Ol/'ll/m JOB NO.: 2003-161 1 /NCH=40 FT. 2 OF 2 Thu., Sep. 22, 2oos 1, ......... =:~=:... .... ..1 Page 5 of 5 Printed on 8/27/2007 12:30:40 PM Document: EAS 2005.0927003160 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 Cn"lment: Station Id :BXRE 20050927003161.001 KING,WA Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 Title: SEWER EASEMENT Projoct File#: LUA ~-125 SHPL llllf 111,JJIII CITY OF Ri!ITON EAS 311 81 PAOEHI OF HS " H/27/2"5 15•57 K:r;NG COUNTY I MA Pro-·-Tu Parcel Number: 04230S-9032 Dalpa)' Short Plat Reference Number(s) of Documents assigned or released: Additional n:fm:noc numbers are on !>¥•--· Grantor(s): Grantee(s): I. Dal-·v Pro-rties LLC I. Citv of Renton, a Munici=I on LEGAL DESCRIPTION: A PUBLIC SEWER EASEMENT OVE!R UNDER AND ACROSS THE WEST IS FEET OF THE SOUTH 210 FEET OF THE NORTIJ 220 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., EXCEPT THE EAST 155 FEET AND THE NORTH IS FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 1373737. SITUATE IN TIIE CITY OF RENTON, COUNTY OF KING, STA TE OF WASHINGTON EXCISE TAX NOT REQUIRED !<iv Co. ile<:ora lll,1'ioa 87.4,q~~ 2cv!,'-Ot30 Pago I FORM 03 OOIJ/bh/CA2-21-97 Page I of5 Printed on 8/27/2007 12:30:44 PM Document: EAS 2005.0927003161 Branch :STK,Uscr :8763 Order: 207157641 Title Officer: 41 Comment: Station Id :BXRE 20050927003161.002 KING,WA That said Grantor(s), for and in consideration of mutual benefits, do by these presents, grant. bargain, sell, convey, and wamnts unto the said Grantee, Its SUC<OSSOrs and assigns, an easement for public utilities (including water~ wastewater, and surface water) with necessary appurtenances over, wider, through, across and upon the following descn"bed property (the right-of-way) in King County, Washington, more particularly described on page I. (or if full legal is not on page 1-Exhibit A.) For the pw-pose of constructing, reconstructing, installing, repairing, replacing, enlarging. operating and maintaining utilities and utility pipelines. includin~ but not limited to, wateri sewer and storm drainage lines, together with the right of ingress and egress then:to without prior institution of any suit or procoodings of law and without incUJTing any legal obligation or liability therefor. Following the initial cons1ruction of its filciliries. 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: I. The Gtantcc shall. upon completion of any work within the property covered by the cucment,. rescan:: the surface of the casement. and any privme impronmeots disturbed or destroyed during execution of the wort. as nearly ti prac:ticable 10 the condition they ¥.-..re: in immediately before OJmmcm:cment of the work or entry by the Gtan1cc. 2. Gran.tor shall rd.a.in the right to use the swface of the cucmen1 as long as such use docs no1 intetfcre '"'ith the cascmcnt rights gn,ntcd to Ute Gran1<e. Grantor shall not. how·ever~ have the right 10: a. Erca or maintain any buildings or stnldurc$ within the easancnL; or b. Plant tm:s.. shrubs or vegetation ha\""lng dc:cp root patterns which may cansc damage to or interfere ";th lhe utilities to be placed Yrithin the easement by 1he Grantee; or e. Dc:velop. landscape.. or beautify the easement area in any way \\"hich v.-ould unreasonably increase the COSlS to the Grantee of ratoring. the casement area and any priVBlC improvements therein. d. Dig. tunnel or perform other fontlS of construction Ktivities on the property which "-ould disrwb the CfJmpaction or unearth Granttie's facilities on the: right--of-way. ot endanger-the laleral suppon faciJitics.. c. Bl~ within fifto:n (15) recc of the right-of•W1ly. This easement shall run with the land described herein, and shall be binding upon the parties, their heir,, 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 agreemenL By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every pe,soo or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors. administrators and ~igns forever. e . j IN WITNESS WHEREOF, mid Granlor has caus.d Utis inStrum<nt to be OXCQlled Utis J..1..Jay of~ 20 DS. P,ge2 FORM 03 0013/bhlCA2-21--97 Page 2 of5 Printed on 8/27/2007 12:30:46 PM Document: EAS 2005.0927003161 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 c~mmcnt: Station Id :BXRE 20050927003161,004 ! >::ZOO!\;>:l. go,,,,o~ nl ~~~~;:i~ ;:; o;-::1.,,~n U,QO ~ ~a:i:; ~ ~id"'"'"' ~~1~s~ !il t:f~'tii ~ ~ ~o~~P\)-t ~ :,.,ot.4 ij~ ~>eo ;,: i~s~ 8 "';i! ~ ~ ~ di~~~ z ~ i~~~?. ~ lil i 2S n"'~cl~ ~ o §--,i::n ~ 0 ~ 00 !:; ~-§~i 1" ~ ~ ;< -,'E~"' "' nl lil~"' ~ ~ <;, !il '-3 "" ~I:!~~~ "' ~ "' ~ ~ lll !!l :i:,.. "' <;, ! ~..,,"'"'- "" g~g!~ ~ ;,: ~~~!!'.! "'" "'..,, \:! 0 ,.. 8 ~--~ t:l ::c~o~:t I Ouiif'1"1 ~§~~g "' :.t -t :t "' g~ r; ~ "' ,;; ~ '"' '"' &J ~~rv:~r P1~~~h:e~~gi~:· • ~45 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 {fax) E-MAIL, cnl@cramemw.com DRAWN BY: T.E.C. SCALE: SHEET: DATE: JOB HO.: N/A 1 JNCH=40 FT. 1 OF 2 Thu., Sep. 22, 2005 KING,WA Page 4 of 5 Printed on 8/27/2007 12:30:49 PM Document: EAS 2005.0927003161 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 Cm'lment: . ' ' ~ ' 50.00' 50.00' t;; 50.00' ------------ p, {j! "' :i p, C ~ "' it:; nl !El ~:; ,,, ... :g ... {j! P• -,(I . "' .., ~ ~ ... p, ~ ~ i~ nl -,.. "'o ... fa ~hJ ~ ~ 50.00' 50.00' 50.00' IHDEXIHC D.lTA: 11£ 1/4. S.£ 1/4, .sa;. 4, T. 2J HORII{, R. 5 WT. WJI. 60.oo· -------------- Ii l" {j! i ii:; i ~ nl ... ~ ~-nl -~ -it! ;:;I ~ ~ .R£J)J/0HD PL. H.K. 60,00' I !~Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fox) E-MAIL: cnl@cramemw.com DRAWN BY: u:.c. SCALE: SHEET: DATE: JOB NO.: 200J-161 I INCH=40 FT. 2 OF 2 Thu .• Sep. 22, 2005 Station Id :BXRE 20050927003161.005 -I I I ~ 10 r; IS· I ~I ~ -~ ~ ~ is ~1. I~ 1~ f 1s·1~ KING,WA Page 5 of5 Printed on 8/27/2007 12:30:50 PM Document: EAS 2005 .0927003161 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 Comment: Station Id :BXRE 20050927003163.001 KING,WA After Recording Return to: Dalpay Properties, L.L.C. P.O. Box 2436 Renton, WA 98056-0436 1111,111111 ci;nv.g~ ~NJI RCOVE 38 .89 "/27/28111 1S:S7 "' NG COUNTY I UA DECLARATION OF COVENANTS AND RESTRICTIONS FOR DALPAY SH ORT PLAT This Declaration is made this 31st day of March, 2005, by DALPAY PROPERTIES, L.L.C., a Washington Limited Liability Company, hereinafter called "Dalpay". Dalpay is the Owner in fee simple estate of that certain real property in King County, Washington, located within the limits of the City of Renton, described as follows. to wit: The East Half of the Southwest Quarter of the Northeast Quarter of the Southeast Quarter of Section 04, Township 23 North, Range 05 East, W.M., in King County Washington; EXCEPT the East 155.00 feet and North 15.00 feet conveyed to King County for road under King County recording no. 1373737. NOW THEREFORE Dalpay does hereby impress upon the premises a perpetual non-exclusive easement for ingress, egress and utilities over, through, across and under the following described real property, together with Joint Maintenance Agreement for the preservation of values and amenities, for the benefit of those Lots delineated in City of Renton Short Plat No. LUA 03-125 SHPL as amended. FURTHER this covenant shall be held and conveyed subject to these conditions and run with the land, as follows, to wit:: c)C05 -D / 3J. Dalpay Properties, L.LC. N'iN 556:Covenants Page 1 of5 Page I of5 Printed on 8/27/2007 12:30:56 PM Document: COY 2005.0927003163 Branch :STK,User :8763 Order: 20715764 I Title Officer: 41 C-mment: Station Id :BXRE 20050927003163.002 K!NG,WA 1. That all lots shall be used for single-family residential purposes exclusively as set forth in the rules regulations and ordinances of the local governmental authority having jurisdiction. 2. That the Lot Owners shall not cause or suffer to be caused a nuisance or obnoxious odors and shall prevent any unclean. unhealthy, unsightly or unkempt condition, to include but not limited to the repair and storage of vehicles, that may contribute or cause embarrassment, discomfort, annoyance to any other party or Lot Owner. 3. That the Lot Owners using the roadway and easement area shall contribute equally to the maintenance of said easement road by participating equally in the necessary work or contributing equally to the necessary expense, until such time as the easement roadway is dedicated and accepted for continuous maintenance by the local jurisdiction having authority 4. That in the event any additional party or Lot Owners using said easement, the additional party or Lot Owners shall contribute equally to the expense, work and maintenance which shall be equal with any other party, or Lot Owners, using the easement and said party or Lot Owners shall participate equally in making decisions concerning the roadway easement. 5. That the Lot Owners, their guests and invitees shall not obstruct the traveled easement way or park vehicles within the easement area. 6. That installation of any future or additional utilities shall be made within the boundaries of the described easement space allowed and installation shall be made in such a manner and location as to not unduly interfere with the use of the easement roadway. 7. That the expense of installation of utilities shall be borne equally by those Lot Owners using such utilities. 8. That decisions, concerning maintenance and repair of the roadway, may be made by majority vote of the Lot Owners using the easement area. 9. That Improvements in the surfacing of the roadway, as distinguished from repairs, may be made by majority vote of the Lot Owners and those voting affirmatively for such improvements and repairs. Dalpay Properties, L.LC. r.l'N 556::Cov&nants Page 2 of5 Page 2 of5 Printed on 8/27/2007 12:30:57 PM Document: COY 2005.0927003163 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 Comment Station Id :BXRE 20050927003163.003 KING,WA 10. That in the event the Lot Owners propose to install a utility line, improve, repair or upgrade said utility, the other Lot Owners shall be notified of such proposal and given an opportunity to connect with and make use of said utility line upon payment of their fair proportionate share of the cost of said utility line as payment is required. In any event, the utility installed shall be designed to have adequate capacity for the number of Lot Owners served. 11. That Restoration of the easement area shall be undertaken immediately upon completion of any construction, installation, reconstruction, repair, maintenance, or replacement and shall be shared equally among the Lot Owner users. 12. That the vote of the majority shall never be used in such a manner as to create an unreasonable or disproportionate burden upon the minority of the Lot Owners hereto. 13. That the Lot Owners further agree not to erect any permanent type structures within the easement area. 14. That any landscaping, plantings or trees located solely within the boundaries of the easement area, shall be kept free from verminous infestation tending to destroy their living existence or existence of surrounding plantings, trees or other plant growth; and the expense of fertilizing, pruning and continued maintenance shall be shared equally by all Lot Owners using the easement. 15. That in the event, any party, Lot Owner or Lot Owners using the easement refuses to pay their proportionate share or contribute equally to the work or expense of construction, reconstruction. improvement, installation, maintenance or repair, the offending party or Lot Owners shall be charged a reasonable and proportionate share of the charges, costs, expenses or fees paid; and should the party or Lot Owners fail to pay such charges, costs, expenses or fees, within Thirty (30) days, the remaining Lot Owners, having paid their fair and proportionate share, shall have the exclusive right to cause a lien to be filed on the property owned by the nonpaying party or Lot Owners. The lien shall prevail until such time as the party or Lot Owners pay their equal and proportionate share of the charges, costs, expenses or fees, or the said charges, costs, expenses or fees of the party or Lot Owners are paid at time the property is sold or ownership is transferred. The party or Lot Owners paying their equal and proportionate share of the charges, costs, expenses or fees shall cause, any liens so filed or recorded, to be satisfied or extinguished of public record. Oalpay Properties, L.LC. N\iV 556:Covenants Page 3 of5 Page 3 of5 Printed on 8/27/2007 12:30:58 PM Document: COY 2005.0927003163 Branch :STK,User :8763 Order: 207157641 Title Officer: 41 ~~mment: Station Id :BXRE 20050927003163.004 KING,WA 16. That the storm water drainage facility located on the premises shall be subject to joint maintenance by the property owners, herein, together with the Dalpay Homeowners Association of Dalpay Plat Division Number One. The easement area of the drainage facility is more specifically described as follows to wit: The North 200.00 feet of the East 60.00 feet of the East Half of the Southwest Quarter of the Northeast Quarter of the Southeast Quarter of Section 04, Township 23 North, Range 05 East, W.M., in King County Washington; EXCEPT the East 155.00 feet thereof. 16.1. That the off site Dalpay Homeowners Association shall share and pay a prorata maintenance cost equal to 66.70%. 16.2. That the Dalpay Short Plat owners shall share and pay a prorata maintenance costs equal to 33.30%. IN WITNESS WHEREOF, the Lot Owners have executed this Easement and Agreement and it shall be binding upon and inure to the benefit of the Lot Owners hereto, their legal representatives successors and assigns and shall run with the land. James W. Dalpay (..../&,anaging Membe Oalpay Properties, L.LC. tMI 558:Covenants Page4 of 5 Page 4 of5 Printed on 8/27/2007 12:30:59 PM Document: COY 2005.0927003163 _:CIT'f Of:._,·RE.NTON . SHORT/f'LAf°'t{O.j..~ll_-J)3_::-1?_!- KING/COUN\r<::' WASHINGTON CtRTIP-ICATION ~~ ... ~.:.=~0011:f.;:":" -~~~"":..~-~':.::«-no:,m,......1"."'11~-~ ..... "' ~-- =.:~·-.:;,',-.,/ T"'......,,,..,,._ .... ., .. ,,., ___ ,,..;, W:'I~ DA, 'M:-,1 ""\_G.:.'.:_ __ . .-__ _ =:~;.~~ ..... ,w-~./ RECOROE.R'S CERTIFICATE •llW .-OR RECO~D THIS ... i.7. .. 0,l,Y Of"~t.2o05AT~ '" 600>,.J'fJ.OfSM:""""•T PilGd~.°l.AT 11-<E REQUEST OF </'"tN __ ~,.-~OJ.~,-P\.~. 5UR\1£'r00'S ....... r ······.i(;·r,_ .... .,d / APPROVALS: DEPARTt.lENT Of ASSESSt.l[NTS RECOROING NO. ~OCS()'t~i 00007 SCALE: ,;, PORTION Of: ¥0L./PAGE IH i<i.7 N.(, !/(. SL !/4. S(C. 4. T. 2l NORTH. R. 5. EAST. W.M. LAND USE ACTION NUt.lBER: CITY OF RENTON SHORT PLAT LUA-03-125 ·,,,___ ....... "'~"--DAL.PAY SHORT PLAT ·:·. L(JCATED IloJ.,·THE N.B. 1/4, OF THE S.E. t/4, ,: ,"fF po1ION _.'f, .. ,_'l,iJ'ffNSH!P 23 NORTH, &tNGE 5 EAST, Jr.JI., -i :" f .-,~ KlNG_,.COUN'n\ 1fASHINCTON ,-, .. ,,,'~/~.'.:ESqµhi:.>'"'•,/ .,,/ O&"l'ENI'ION~·-· ~_,:,...,m~-11p'mri,i..-.. · """"'mnrri,1><rou-.~' ... ·'r,,i l;XC'KPTIONS OF RECORO: ~--....mu--HO.-•noJ.I =""'"" '.5.:=""'5 r;:"""· ~.....,.... •-·or-~ . ~-'.'I':' .;;;:r;~,:tt ·. :o!~Clin:R ~RQTP;CTION NClTTCE: ~---0 '• o,;.-~~-~¥· D8CJ.AriTJON .OF covtiiANrS J.Nr)RDfffdCTIONS: /'··· .. ,.s~".'r!"~~·~,,,.~:."°'~q27a~,/' LANO RECORD NUt.lllER: LN0-20-0365 SURVEYOR'S CERTIFICATE Tim 1W' ~ltY ll(Pll£$£"1S • SUIIY(y 11.lO( 9'r ME OR ~DD ll'f !IIRECOON IN CONl"ORIIAMCC WITH Tl£ J[<)OIIIO<[I/IS or THE SJJlt'/0 .IIECOll'OI•~ Ael •T TH( . ·=~..:t=;:::· . :::~or m=,----"'-'"""---1 ~ f?",i;,, "-L 1/:f,h •I•--~~ r -~~---~-\~,...;· Q,,_ 12. U.Ue Ch:Y OF RENTON SflORT P!:.A'I'. NO. c..«.A-o!~ ltS~ 9l ,/KING c9UNrY;'·:·wASHINGTON CITY OF RENTON SHORT PLAT D/ILPAY SHORT PLAT LOCATED IN THE N.E. 1/4, OF THE S.E. t/4, OF SECTION 4, TOWNSHIP 23 NORTH, RANCE 6 EAST, 7f.JI., KINC COUN'l'Y, WASHINGTON RECORDING NO. VOL/PAGE 2.f."loS'"o'72.79(lO()(l7 /({3 11.f.f" M.E. 1/-4, S.£. 1/,, S[C. -4, T. 23 NORTH. R. 5 UST, W.1.1. 1.4.ND R(CORO NUl.1BER: LND-20-036S T ,, •... , ... ./ ,,., n v, 7>1-./< ·.cs'</, J ,., •• Cramer Northwest Inc. Sur,tyDr. Pl<lnnu• &. En"lnur. .. $ 0(, ~[Nl ... 1.. '<T[. 1104, l([N'f, WA 0032 {,~)UI-.UO ( ..... ,) 1-{B00)2J1-D1h {1.n r,-J (2")852-'9:SS (r ... ) [->WI.I ..................... .. '\, l ~' ,',IQ~ N~.· .1'i<J., S.p.;.2~. ~: 20DJ-18~; ~E£T;,' 2 or;j-,,. . .......... f .>~ITY Of.. RENTON SHORt' P.UI.T·.,No.~M..:Q.?:f:gf-Sf.l KIN.9". cou~yf, WASHINGTON i I CITY OF RENTON SHORT PLAT DAI.PAY SHORT PLAT LOCATED IN THE N.E. t/4, OF THE S.E. f/4-, OF SECTION 4, TO'ITNSH/P 23 NORTH. IUNCE 6 EAST, 'If.JI., /aNC COUNTY, ,rASHINCTON ' ., ~ . . ,, - ! ACCESS ROAD ,/, 7'11 v, 7" v, n ·.oo, ~ -.,., """~". ·"'""""·"'"" ~~:~er Pl~~!es;~91~:· • ~•s N. e[NfRAl. STE. ,,o•. ~ENT, w~ oeou (153)1152-.UO 1 ..... 0 1-(IOC)251-o•in (loN f,-J (253)M2-'93! (fox) (-l•AU.a ......,n,m,omw.com RE:COROING NO. VOL./PAG[ .;la S" oootJ /?3 14f SCALE: inch -20 fl. " PORTION OF: tl,E. 1/<I, S.E. 1/4, SEC. 40 T. 23 NORT~, R. 5 EAST, W.ol. LAND USE ACTION NUMBER: LUA-0.3-125 ·"· LAND RECORD NU1,t8(R: LN0-20-036~ ~u:, ' """' -XJ '~- ' 5 ~ ' : ! ' Branch :STK,User :8763 Order: Title Officer: Comment: . ! WJ-iEN JI.ECORDID REMU',1 lth OIDttoflhedt:,ded /. llailrln Munldpal BuDcllag ' 2m Mid An:nuoSIJldll 0 - • ,-----~ RECEIVED DEC O 1199, am.WA 980S5 CITY OF RENTON, WASHING'l'ON KING COUNTY Ri;COR.~0-"E;.;;R _ _, ORDINANCE NO. 4482 Alf ORDIIIAHCB or 'tBB Clft OP UftOJf, 11ASBJRGTOH, BS'l'ABLISBINO AB ASSISSHBft' DIS'l'RIC'l FOR SARHARY SEWER SERVICE IH TB£ SIERRA BSIGBTS PORTIOH OF THE BOlfSI' CREEK SUB-BASIN ARD ES'l'ABLISBING THE AHOIJHT OF 'l'BB CIIABGB UPON COHWEC'l'IOH !O 'l'BE PACILl'l'IES. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTIOR t. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by the Sierra Heights Sanitary Sewer in the nortneaet quadrant of the City of Renton, which area is more particularly described in Exhibit ·A" attached herein. A niap of the service area is attached as Exhibit •s.R 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 benefiting 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 associated with this district. SECTION II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties have not been charged or assessed with all coats of the Sierra Heights sanitary sewer, as detailed in this ordinance, shall pay in addition to the paYJUent of the connection permit fee and in addition to the spacial utility connection charge, the following additional fees: A. Pp;: Up! t Charges. New connections of residential dwelling units or equivalents shall pay a fee of $690, 35 per ZQ£ &Et .. OUPJ.,/,,, .... ·. Station Id :BXRE i: KING,WA -J.<'1 Page 1 of 12 Printed on 8/27/2007 12:34:34 PM Document: ODN 1994.12020474 Branch :STK,User :8763 Order: Title Officer: Comment: - 0 - r ORDIR'ARCB RO. ...!ilL RECEIVl:U DEC O 11984 KING COUNTY RECORDER dwelling unit. Those properties to be aBE1esaed per unit charges are legally described in Exhibit A and included within the boundary as shown on the map attached as Exhibit •a,• •• Zoned Front Footage (Zff:) Cbprgea • There is hereby created a sub-district within the Sierra Heights Sanitary Sewer Special Assessment District coo.sisting of properties fronting on the sewer. All parcels within this sub-district are subject to an addition1l connection charge ae a fair share cost participation for the sewer main fronting the parcel and to which the parcel will be connected. Thie additional charge shall be due, in its entirety, at the time the parcel is connected to the sewers. The foregoing notwithstanding, tbe parcel identified as the Hess Parcel on Exhibit •o• and described in Exhibit ·E· will heve the ZFF charge divided. into fifteen ( 15) equal eha.ree, Becauue this parcel le large and. subdlvldable, the ZFF charge will become due as a one-fifteenth ( 1/15) share at such time as each of the first fifteen ( 15) units, as subdivisions of this parcel approximately 4.8 (M/L) acre in size, are connected to the sewers. At such time that the fifteen C 15) shares have been paid, the City will consider the participation of the existing parcel, in this assessment district, complete. Any further development beyond fifteen C 15} units will not trigger additional charges under this section of this Special Assessment Oistrict. Each of the fifteen ( 15) shares will individually accrue interest ae described in Section III below. The properties to be charged upon the ZFF method are included within the boundary described in Exhibit •c• attached herein. A 2 ·:.JNUA Station Id :BXRE a. KING,WA J.1.1 i.i!Q.&l£l&~-· , ..•. f.41111 Page 2 of 12 Printed on 8/27/2007 12:34:35 PM Document: ODN 1994.12020474 Branch :STK,User :8763 Order: Title Officer: Comment: - G • I QRDJRABCE KO • ..!.!!a_ f RECEIVED \ DEC O 1199, l(INGCOUNiY RECOFiOEFl map identifying the properties within the sub-district is attached as Exhibit "D, • The proportiea located within this sub-district are subject to both charges (Unit and ZFF). The l1Illount of each ZFF charge against individual properties is on file with the City's Property Services section, the Planning/Building/Public Works Department, and the City Clerk's office. SECTION ru. In addition to the aforestated charges, there she1ll be a charge of 4, 73\ per annum added to both the Per unit Charges and zoned Front Footage Charges. The interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest, SE;CTtOH IV, This ordinance is effective upon its passage, approval, and thirty (30) days after publication. PASSED BY THE: CITY COUNCIL this Ul.t... day of November , 1994, APPROVED BY THE MAYOR this ..!!!!_ day of ~ovember , 1994. Lawrence J. wa in, City Attorney Date of Publication: November 25, 1994 ORD.3gl:ll/04/94:as. 3 _:.,.s . . j }i Station Id :BXRE "' ,, •.. KING,WA !LCIM&likii4:S::it~ , .. ~ Page 3 of 12 Printed on 8/27/2007 12:34:36 PM Document: ODN 1994.12020474 Branch :STK,User :8763 Order: Title Officer: Comment: / .. ;:, • t 0 1111 EXHIBIT "A" SIERRA HEIGHTS SPECIAL ASSESSMENT DISl'RICT mos BOUNDARY The lands included within the Siem Heights Special Assessment District boundary are contained within Scclian 4, Towru.ftlp 23 North, Range 5 East, W.M., King County, Washington. The boundary for the district is described as ronows: Beginning at the SE comer of the NW 114 of said Section 4; Thence N 01" 15' 59• E, along the east line of said NW 1/4, a distance of 46.20 feet; Thence N 74' 3S' 31" W, a.dls!ancc of 288.74 fee?: Thence N 09' 08' 56" W, a dis!ancc of S14.84 feet; Tbcnct N 57' 15' S9" E, a distance of 162.SO feel; Thence N 32" 44' OJ" W, a distance: or 158.55 feet; Thcnte S 81" 4:2' SS-W, a distance of248.S4 feet; Thence N 32' 14' 00" W, a distance of330.00 feet; Thcnci: N 65° 42' 26" E. a distance of 836.07 feet, to the east line of the NW 1/4 of said Section 4: Thcntc S 01' 15' 59• W along U1c ca.st line of said NW 114, to tbe SB comer of the NE l/4 of lhe NW 1/4 of said Si:c:Lion 4. Said SE comer also being the NW com:r of the SW 1/4 of the NE lf4 of mlld Scclion 4, and said common comer also being on lhe tcnlerlinc of SB 1001:h Street; Thence easterly along the nonh line: or the SW 114 or the NE 1/4 or said Section 4 and die centerline or SE 100th St. to an intersection Wllh the centerline of the 100 foot wide Puget Sound Power & Light transmission line easement; Thence northcilSlc:rl)' along said trarumiuion ILne centerline, having an approximate bearing of N 35° E, to an i11ttrSCCtion with the west line of the NE 114 of lhe NE 1/4 of said Section 4: Thence southerly along sald west line, to a11 lntcrsection with a line which is 1320 fcc,t north of, as measured at right angles to, the south line of Che NE l/4 of said Scctioa 4; Thence easterly along said line which is 1310 feet nonh of, and parallel to, the soulh lil!C of said NE 114, to an illCcr&eetiou with a line which is 400 feet wesc or, as measured at right angles to, lhe cast line of the NE 1/4 of said Section 4; !.& KING,WA t 'J.1¢1.. -P.t''lm Page 4 of 12 Document: ODN 1994.12020474 Station Id :BXRE l I· Printed on 8/27/2007 12:34:37 PM Branch :STK,User :8763 Order: Title Officer: Comment: -.~.---:i / .. :• :, KING,WA 0 - Thence southerly along said line which is 400 feet west of, and parallel IO, lhe east line of uld NE 1/4, to an intersection with lhc nonh tine of Bloc:k I, Siem Heights, u recorded In Volume S4 of Plats, Page 3, Records of KJng Coun1y, Washington; Thence westerly along the north line of said Block 1, Sierra Heights, and its cxtllnsion westerly, to an intersection wilh a line which lies 660 feet ~tof lhc east Uoe of said NE 1/4: Thtncc S 01' 5S' 59• W, along said line, a distance or 170 feel, to an intffleclion with the nonh line of Lot S, Block 4, said Plllt: Thence westerly along lhe north line of said Lat S, to the NW comer thereof; Thence southerly aloag the we51 llnc of said Lot S, to the SW comer thereof; Thcntc southeasterly across SE 102nd Sueet (NE 22nd Plat:c), to I.he NW comer of Lot S, Block 3 of said Plat; Thence ,oulhcrly along the west line or said Lot S, to the SW comer thereof. Said SW comer also being a poirll on lhc south tine of said Plat; Thr:nce easterly along du:~ south lines of Lots S thru 12 iaclusive of Block 3 of said plat, ID lhe SE comer of Loe 12. Said SE comer of said Loe 12 also ~ng the NB CQmcr of Lot l, King Counc:y SP I 177008, Recording No. 7805021039, and a point on th!! westerly rigbta-0f-way line of Union Avenue NE (132nd Avenue SE); Thence southerly alons the westerly rlghta-0f.w:iy line of Union Avenue NE (l32nd Avcnt:e SE), and lhe cast line of said Lot l and its southerly extensio11 across NE 22nd Street (SE 103rd Street), to the NE comer of Lot 22, Sierra Heights, Div. No. 2 as reeorded in Volume 59 of Pio.ts, Page SS, Records of King County, Wuhing1nn; Thcni::c continuing southerly along the cast lines or Lots 22 and 52 of sald Plat and the westerly right-of-way line of Union Avcnnc NE {132nd Avenue SE) and iu sou#Jerly extension across NE 21st Street (SB 104th Screel), to an lnicrsecrlon whh die south line of lhe NE 1/4 of said Seel.ion 4, sald south line also being the nonh line of the SE l/4 of said Section 4; Theil::e continuing southerly along the westerly right-of.way line of Union Avenue Ne. (132nd. Avc:fluc SE), to an iruersection with a line which lies 127 feet 50lllh of, as measured at right angles w, !Wd nonh lim! or the SE 1/4 of said Seed on 4; Thence westerly along said line which lies 127 feet south or, and parallel to, the north line of tfle SE 1/4 of said Section 4, 10 an intersection with a liae which lies 217,5 feet cast of, u measured at right angles to, the west line or the NE 1/4 of 1he NE 114 of Iha SE 114 or said Section4; Thence sout.herly along sald line whlcb lies 217 .5 feet casl of, and parallel to, the west line or said subdivision, to an intersection with the south line of the N 112 of the NB 1/4 of the NE lf4 of the SE 114 of said Section 4: f...JIA& ££:S:SZC ) . ; '. Page 5 of 12 Document: ODN !994.12020474 •e .. ·.¢ I j. Station Id :BXRE Printed on 8/27/2007 12:34:38 PM Branch :STK,User :8763 Order: Title Officer: Comment: -· . ' ~?~ ~ .. 0 • ! ThcnCC wgtcrly aloog the south line or said subdivision, to an iDICncaion with the Welt Ii.DC oflh• E 112 oflhe NE 1/4 of the SE 1/4ofsald Se<lioo4: 1bencc southerly along lhe west line of said subdivision and its soulberly extension across NE 191h Sueet (SE 106th S~t). to an in~rsecdon with lhe soulh 11D: of the N 112 of SE 114 of said Section 4; Thence westerly aloi,g lllc SOU1h line of said subdivision, to an intersection with the east line or the W 112 or lhc SE 1/4 of lhc NW 1/4 of the SE 1/4 of said Section 4: Thence northerly nloris lhe cast line c,f'thc W 1/2 of the SE 1/4 of lhc NW 1/4 of the: SE 1/4, co an inteneetion with a line which Uea 440 feet north of, u measured at right angles IO. die sou ch line of said subdivision; Thence weuerly aloag s.aid line wb.ich ls 440 feet north of, and parallel to, lhc soulh line of the W l/2 of lhe SE 114 or lhe NW 114 of the SE 114, to lhc wen line thereof: 'lbcncc northerly along said west line or the SE 1/4 of lhc NW 1/4 of the SE 1/4, to thc NW comer thc:~f. Said NW comer also bc:ing the SE earner or the NW 1/4 of thc NW 1/4 of the s£ 1/4 of said Section 4; 'JbCra:c westerly along the soulh line of cbe NW 1/4 or lhe NW 114 of the SE 1/4, to the SW corner thereof; Thence northerly along the west Iifle of the NW l/4 or tbc NW 1/4 of lhc SE 1/4, to the NW comer dimor. Said NW comer also being the SE comer of the NW 114 of said Section 4, and lhe point or beginning. ; . .IS.:& 21 Li 3l .li&MI.I~ . ., -, ... -· -· ' · · A·. • • ,. 't . Station Id :BXRE KING,WA Page 6 of 12 Printed on 8/27/2007 12:34:39 PM Document: ODN 1994.12020474 Branch :STK,User :8763 Order: Title Officer: Comment: 0 - EXHIBIT 'B' · UNIT CHARGE SPECIAL ASSESSMENT DISTRICT #92-05 SIERRA HEIGHTS SEWER IMPROVEMENT / Conveyance Linea KING,WA Page 7 of 12 Document: ODN 1994.12020474 Station Id :BXRE • i. Printed on 8/27/2007 12:34:40 PM Branch :STK,User :8763 Order: Title Officer: Comment: / . .• ,. 1 g - EXHIBIT "C" SIERRA HEIGHTS SPECIAL ASS~MENT DISTRICT SIJll.lllSTRICT 192.13 BOUNDARY AREA OF ZONED FRONT FOOTAGE CHARGE The lands included within the sub-district 192·13 boundary arc contained willlin the northeast~ and the southca.\l quarter of Section 4, Township 23 Nonh, Range 5 Basl, W.M •• King County, Wamingum. The boundary ror the sub-diJlrict is described as follows: Beginning at the nonhwe:st comer of Lot 3, Sierra Heights, OiY, No, 2 as r=onled in Volume 59 of Plats. Page 55, Records of King County, Washinston, within the northca:it quarter of said Section 4. Said northwest comer also bcing t point on the eu1crly right-of•way line of 128ch Avenue SE (Queen Avenue NE): Tbcnce southerly alq the west Jinc of said Lot 3 and alon, lhc cas&crly rtsbt-of•way line of 128th Avenue SE (Queen Avenue NE), lO nu intersection wllh the soWI IIDc oflhe north 10 fcer. lhcrcof; Thence easterly alOlll said line which lies 10 feet .soulh or, :and parallel 10, the north line of said Lot 3, to the east line of said Lot 3; Thence northerly along the east line of :wd Lot 3, 10 the northeast comer lhcreof; Thc~c usrcrly lllong the notth line of said plat, lo the northwt comer of Loe 1 or .said plat, said nonheast comer of said Lot I a1io beins: the northwest earner of Lot 1. Block 4, Sierra Hclghb, as recorded in Volume 54 of Plats, Page 3, Records oCKing Couruy, Washicgton; Thrnce souEherly along the west line of said Lot I, Btock 4, to an inccrsection wJth the south line of tbe north 10 rcct of Block 4; Thence easterly along said line wblch lies 10 feet south of, and paraJJcl to, lhc north line of said Block 4, 10 an inccrscction with the cas1 line or Lot 4, Block 4 of said plat at a point 10 feet sowhcrly of the northeast comer thereof; Thence southi:rly along the cast line of said Lot 4, Block 4, to the southeast comer thcnof; Thcou southeasterly across SE lOlnd Street (NE 22nd Place) 10 lhc nonhcut G<>rncr or Lot 4, Block 3 of said plil.t; Thentc southerly along the e:ist line of said Lot 4, to the southeast eomer lhcmif; Thence w=lerly along the south llncs of Lots 4 lhru 2 inclualvc of Block 3 of said plat, IO the soulb.west corner of said Lot 2, said soulhwcst corner of said Lot 2 also being the soutbc.tst comer oflol l, Block 3 of :raid plat; Thence northerly along the eu, line of' said Lot 1 IO lhe nortbcasl comer thereof; Thence westerly along the north line of said Lot l, said north Jlnc of said Lot I also being the aoulMl'ly rlghc-of•way line of SE 102nd Street: (NE 22nd Place), 10 the northwest corner lbereof, &aid northwest comer of said Lot l lllso being a poiut on tbe cas1 line of Loi 6, Sierra Heigbls, Div, No. 2; Thence northerly atong tile t!.:ist line of' said Lot 6, 10 the .northeast corner thereoft - ;,J,, . . . . ,..._ -· ...• ii.US C .J!EL¢,¥ ... ¥A... ..... • e,:,b Page 8 of 12 ' ... •,. ~ . -¥ ... .. .. KING,WA Document: ODN 1994.12020474 Station Id :BXRE ( Printed on 8/27/2007 12:34:42 PM Branch :STK,User :8763 Order: Title Officer: Comment: == -~ --.;,: .. '· ' 0 1111 Thence westerly aloog the nonh lines of Lots 6 tbru 4 Inclusive of said plilt and along the southerly right· or.way lini: of SB 102nd S1reet (NE 22nd Place), to the norlhwcst r;ome:r or Aid Lot 4, said nonhmst comer of Wd Lot 4 also being a point or lhc easterly right-of-way line of 128th Avenue se (Queen Avenue NE); Thcnct southerly along lhe easterly righl-of-way line of 128th Avenue SE (Queen Avenue NE) and iis southcrly extension crossing NE 22nd Smet (S6 103rd Street) and NE 21st Stn:ct (SE 104th Streel), 10 an intersection whh the north line of the southeast qu:ancr of said Section 4: Thence e:istcdy along the north lincl of said southeast quarter, to an intersection with the east line of the wt:st one-half of the northwest quaner of the northeast quarter of lbe SQU!heasl quaner of said Section 4; Thence southerly along lhc ca« line of said subdivision, 10 an intersection with the nonhcdy right-of-way I.inc-of NE 19th Street (SE 1061b. Street); Thence westerly a.long said northerly right-of-way liml of NE 19th Street (SE 1061h S~). to an intcrsc:clion with lhc e~t line of the northwest quancr of th; sourbCilSI qumcr of said Section 4; Thence northerly 11long the cast line or said subdivision, to an intersection with the south line of the nonh 280 feet lhcreof; Thence wes1erly alons sai'-' [inc which Iles 280 feet south of. and p:trallel to, lbe nonh line of lhc nonhwes1 quarter of the southeast quancr of said Scc1ion 4, lo an lntcrscctioo with Ille easterly line of lhc Plat or Sierra Heig)us, Div. 3, as recorded ln Volume 61 of PJalS, Page 53, Record., of King County, Washington: Thence nortbwcstctly along said eas1erly line of the Plat of Sierra Heights, Div. 3, ro the southcasc con.er of Lot 6 of said plat; Thence westerly along the south line of said Lot 6, and ils westerly extension across 1261h Avenue SE, to the soulhcast comer of Lot 7 of s.ald plat; Thence continuina; westerly al~ lhc south line of uld Loe 7, to &he southwest comer thereof, sald southwest comer also being: a point on the ca.st line of Lot 9 of said plat; Thence southerly along: lhe cast line of said Lot 9, to the soulhcast corner thereof; Thence wem:rly along the south lines or Lots 9 and 10 of sa.id plat, to lhe southwest comer of sald Lot 10, said sootllWC1it comer of Lot 10 also being a point on lhc west line of rbc nonhcul quarter of !he nonhwcst quarter of lhe sou.thcasl quarter of s.i.id Section 4; Thence northerly nlong the wcsi line oha.id Lot 10 and along said west line of tho northcw quarter of the nonhwest quarter of the southeast quarter of sakl S"tion 4, 10 an lnterseaton wilb lhc north line of lhc southeast quarter of said Section 4, said north line also being tbc south line or lhc northeast quarter of said Sectio.n 4 and the centerline of NE 21st Succt (SE 104th Street), said righl-of·way bcin& 60 feet in width; Thence easterly along the ccnicrlinc of NE 2bt Street (SE 104ch Streel), 10 an inlmc:ct.lon wilh lhe southeasterly extension or cite westerly line or Lot 7, Block E, Alben Batch's Sierra Heights No. 5, as ri:corded ia Volume 65 of Pl:us, Pages 30-31, Records of King County, Washington; · -£i!2U KING,WA 24 iJJ I• Page 9 of 12 Document: ODN 1994.12020474 .{ J I ' ' . i· Station Id :BXRE Printed on 8/2712007 12:34:43 PM Branch :STK,User :8763 Order: Title Officer: Comment: I I 0 - Thence northwesccrly along said aoutbcaw:rly cxrcusion and die westerly line of Lot 7 of said plal, IO lhc northwest comer lhereof, said nonhwcst corner of Lot 7 also being 1bc southwest comer of Lot 6 of said pla~ Thence tominuing northwesterly aJon,: lhe westerly line of said Lot 6, 10 an iatcraection wilb. the nonberly line of the .sout!lcrly 24 feet lhemi[; Thence: northeasterly along said line which lies 24 feer: northerly of, and panllcl to, Ille southerly line of said Let 6, lo :an intersection wilh the easterly line of Lol 6, uid ea.ucdy line of Lot 6 also being lbc westerly line of the plat of Albert Balch's Siem Heights No. 4, as recorded in Volwnc 61 of Plats, Paac 18, Records of King Cowuy, Wa,hington; 1bcoce southcasccrly along the westerly line of Alben Balch's Sie:rm Height., No. 4, to the aonhwcst comer of Ult 9, Blo:k S of said plal; Thence northeasterly along the northerly line of so.id [.(it 51, Block !!i, to the nonhcut comer thereof; Thence southeas1crly across 126th Avenue SE, IO the oonhwcst comer of Loi 11, Block 2 of said plat; Thence nonheas1crly along the northerly line of said Lot l l, Block 2, to the north=st comer lbereof; Thence easterly ar:rciss a portion of a Seattle Ci!)' Light tranmussioo liac casement, an approlimatc ~ distance of I IO feet, more or ICS!, to a point of intcrscction with lhe west line of BJock 1 of said plat, said ~ point or intersection also ~ wilh a line which lies 80 f=t south or, and. parallel to, lhc oolth l.inc of Loe: 0 19, Block l of said pbl; ~ "' ~ Thence northwesterly aloD8 the westerly line of said Block l, to the northwest comer of Lot 12, Block I of said plat; Thenu: easterly along the nonh line of aid Lot 12, Block 1, to die DOrlbcast comer chcrcof, said northeast comi:r also bclng a polnl on lhe westerly rlghc-of-way line of 128th Avenuc SE (Queen Avenue: NE), aid rlght-or~way bcin& 60 feet in width: Thence nonhctly along lhc ea.!t lini: of Block 1 or said plat and along the westctly righl.-of-way line of 128th Avenue SE (Queen Avenue NE), ta an intersection wir.b the: westerly cxtemlon or lbe nonb line of lhe Pl.at of Sierm Heights Dlv. No. 2; Thence ca.11erly along lhc wcsicrly cxtenslolli or the north line of aid plat, acro,.s 128th Aveauc: SE (Queen Avenue NE), 10 the nonhwcs1 comer ofLot3 of said pbtand tbc: point ofbcgimliq, Station Id :BXRE r .. ,,;.:.;.,·· -• --·-.·~·-,...,.,..,..._,,_,..,nt~~---··"··-''"''''~~, ........ . ' KING,WA Page JO of 12 Printed on 8/27/2007 12:34:44 PM Document: ODN 1994.!2020474 Branch :STK,User :8763 Order: Title Officer: Comment: / • KING,WA 0 • EXHlBIT 'D' ZONED FRONT FOOT CHARGE SPECIAL ASSESSMENT DISTRICT #92-13 SIERRA HEIGHTS SEWER IMPROVEMENT ---Collector Lines ~ Potential Benefit From ~ Collector Li.nee ,---1 1 1ocal Improvement I District ___ _. Page II of 12 Document: ODN 1994.12020474 Station Id :BXRE I • •• Printed on 8/27/2007 12:34:45 PM Branch :STK,User :8763 Order: Title Officer: Comment: - . _.$;; . --~i1' ·.I"; · 11 0 • l!Xl!IBIT "E" HESS PARCEL The west uue-ha!f of lhc northwest quarter er lhc northeast quarter ot the southeast quutcr of Section 4, Townsl,;p 23 Nanh, !wtgo S East, W.M., King Cawuy, Washington. lJ:sa Counly Road. !dL !.it....,: ... -I 1 _;·,.· ... -·--, .. , ..... ,.~.-,, ..... ,., .. ,.,,: · Station Id :BXRE KING,WA Page 12 of 12 Printed on 8/27/2007 12:34:46 PM Document: ODN 1994.12020474 AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) ) COUNTY OF KING ) ,J/rn ./)a/pa1,f ,Jr. duly sworn on oath, deposes and says: • ,J being first 1. On the -~/_! _ day of Sf pf t!Y)OC 20 ___!!_r; I installed / public information sign(s) and plastic flyer box on the property located at D a Ip 11 u /)fl a Cf~ 3 for the following project: .J NE 11t1Jsf. Jc/wren Rf'/r77cl7tl P!/!i'rc/mMdl'f-- Project name Pa/pffe( I /Jsfot. !ofJsfn:tchPJ7 Owner Nartit 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. ,20 __ . My commission expires on / 7-• f tJ1 G:\Fonns\Planning\,pubsign.doc 08131/04 Printed: 10-03-2007 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 ---------------------- Land Use Actions RECEIPT Permit#: LUA0?-119 Receipt Number: R0705316 Total Payment: 10/03/2007 12:48 PM 2,500.00 Payee: DALPAY & ASSOCIATES Current Payment Made to the Following Items: Trans Account Code Description 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat Payments made for this receipt Trans Payment Payment Method Check Check Account Balances Trans Account Code Description 1575 1581 Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81-00-0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000_341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000-231.70.00.0000 Tax Remaining Balance Due: $0.00 Amount 1,000.00 1,500.00 Amount 500.00 2,000.00 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00