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Home My WebLink AboutLUA-04-119-"._ ... C,entr~Pointe t " SurveYing, Inc. t{.,-. Stephen H Woods, P.L.S. 33701 9th Ave. S. Federal Way. WA 98003 steve@cpsurvey.c(pn ( Phone (253) 661-1901 Fax (253) 661-7719 , pelt (253) 261-5740 ~ ~,:;i 605"6 L\-t \ ,.p>" ~~-:: r .'\""0~x~ CZ? _IO-OS W "" t; I \" .. 1'1"-'" ' '; /. ,i "I' -. \ •. ': ' .. .'" I L "?~t;r:f .J" ,. =, ):'-1'-'~ It ~ .t" ,: /" " >1[-, ' Q, .... / I ") ,r et,).?-, .• """ 1.,c, "--,' ' , _ • _ f .. ~:.;"? .~fie CITY OF RENTON ::!!: Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 042305903405 HOFFMAN KEVIN W+ANITA M 12630 SE 106TH ST RENTON WA 9805, NOV 292004 F~!::4~i;."j~!ED NIXIE 900 0;1 00 11/25/04 RETURN TO SENDER NO SUCH NUMBER UNABLE TO FORWARD BC: 90055323255 *2169-0;1565-25-21 jJ,I II J II I,I I /1111,1 II )11,111) 11,), ) 1111111 ) IJ /1,1,11 JI I J J /I) I AMENDED NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) This NOA has been re-issued due .to insufficient notice to property owners within 300 feet of subject site. Public Comment Period ends on December 7, 2004 and the Public Hearing has been tentatively re-scheduled. DATE: November 23, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. ' PROJECT LOCATION: 3715NE 19th Street OPTIONAL DETERMINATION OF NON-SIG'NIFICANCE, ivlITlG'ATEb(DNS~M): As the Lead Agen~y: theCiiyo'f Renton .has determined that significant environmental -impacis' 'are unlikely' to resu'lt from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, 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. i PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aoLcom Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for December 28. 2004 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 on the City .of, Renton Comprehensive Land Use Map and Residential"': 8 (R-8)on the City's Zoning Map. This deSignation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. ' SEPA checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and .regulations as cited above: • The applicant will be required to pay the" appropriate Tri1nsi)()i1ation~Mitigation Fee. • The applicant will be required to pay t~e appropriate Fire Mitigation Fee. • The applicant will be required to pay the. appropriate Parks Mitigation Fee. Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on December 7,2004. This matter is also tentatively scheduled for a public hearing on December 28. 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@ci.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 1) .L ., .L.' If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ____________________________________________ ___ TELEPHONE NO.: ________________ _ '~fie CITY O'F RENTON :!: Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 ~ '~ ' .. I' ~ ... 042305913602 TRAVERSO MARK T 3802 NE 19TH ST RENTON WA 980: 'J~ : ..... :····.··:::::· .. i~ Qi~:-:::::;: '-'''''' : · .. ··-geos.s·;r32~3~ .ct. z:-' OU (I) .... w(l) Q!:QC a,g;; U.S. fl09'i'A0~ DEVELOPMENT PLANNING CIT\' OF RENTON [~-:,.., . ~ .... '-~. : 2.004 RECE~VED N~XXE $leo 0 i 00 ii/30/04 RETURN TO SENDER NOT DELIVERAGLE AS ADDRESSED UNABLE TO FORWARD GC :.960.5.53.23.2.5.5 '*2169-020196-30-21 )) I ) II ) II 1,11",,) I ) 1,I, J",) J ,/,1,1" J ",,), f~r I) II ) I J 11III ~I· AMENDED NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) This NOA has been re-issued due to insufficient notice to property owners within 300 feet of subject site. Public Comment Period ends on December 7, 2004 and the Public Hearing has been tentatively re-scheduled. DATE: November 23, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St, terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19t~ Street 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 43.21 C.11 0, 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: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Perniits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentativelv scheduled for December 28. 2004 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:0.0 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SI;PA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project .to address project impacts not covered by existing codes and regulations as cited above: • • The applicant will be required to pay the appropriate .Tri:Jnspo.rtation 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. Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on December 7.2004. This matter is also tentatively scheduled for a public hearing on December 28,2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@ci.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-119, SHPL-H, ECF I Sunset Crest Short Plat NAME: ADDRESS: ______________________________________________ __ TELEPHONE NO.: ________ _ L~fie CITY OF RENTON :!!: Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 r\ST\ '-" _ J 0;' '-~ m:-! OU tYJ \I-1Il.I0 ~~ ~.~ ~~1~']§if.;:e:-Jif~ ~ ~~-"* ~. . "m "" f1)) Z2 IAl ~ 2 OtT 0 5'0 41'~l . g ~ lOJ .;2JdJ:~ . g PB~!Z1f1lU' g , 8'n~a~~~ :U.Q. ~OOl"IHHJ g \L~ 16 U i4 r RE SO R:IT6-c f ~ If -SE Q QHr=s:U DEVELOPMENT PLANNING CITY O~ RENTON Kevin & Anita Hoffmann 12630 SE 106th St ,,,,;,,,, ... ,,,r Renton, W A 98056 OCT 1 % 200% RECEIVED A, .. ; NJ:X:IE 990 i 01 10/i2/04 RETURN TO SENDER NO SUCH NUI"lElER UNAElLE TO FORWARD ee: '990553.232,55 *2199-03919-12-20 w_ r r::=:hiP ..... -:-:~ :, ~ .•• <._, 'l!;J90g~13.2 II,I,,J,, I, II"" I, I, ,1,1" ,11," 1,1111',111,1,1,1" 1,1111 JJ ,I NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot suiJdivision of a .3.85 acre .site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. ! PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.11 0, 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: . September 28, 2004 . : Octo bet 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jiJags@aol.com Permlts/R,eview Requested: :1 Other Permits which may be required: 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: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmentai (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hali, 1055 South Grady Way, Renton, WA 98055 . Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential -8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-B. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and • • regulations as cited above: The applicant will be required to pay the appropriate Transportation Mitigation Fee. The applicant will be reJuired to pay the appropriate Fire Mitigation Fee . The applicant will be required to pay the appropriate Parks Mitigation Fee . Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, , Renton, WA 98055, bV5:00 PM on October 18, 2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers, ,Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the pevelopment Services Division, (425) 430·7282, to ensur,e that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner.' If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. !' CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project,' complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98~55: File No./Name: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ________________________________________________ ___ ADDRESS: ____________________________________________ ___ TELEPHONE NO.: _______________ _ ~~ 'iiiJl ..!L - CITY OF RENTON Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 \\rA U ~6 Ta1ayna Hill 1555 Union Ave NE #B7 Renton, W A 98059 H-IOSMP 98n~ 9905513232 I 't; -# v~ ~-..g at;...! og ~t; ~~ , .... ~"" 'J!~~~~'"' ..... (~~~~'7? ~KF.'''''' (:2~&~~ <9) ~C:l1~~~ ~ 'ffi (/ @Cr05'04 \~ -:;; (QJJ~L"g PB ~~1fiR If n ta t) OY £'@ Q g D'a~~~M~ .,,101 ..... , ' sF 1I:it A--~9B 1 -4 I" II n; O~ Tf 0 H", c 'nt:\JEt~. ~ff"1LAm. mt~ tt. ... ~~~1y.dtr--~'iTQN N:IX:IE OCT 2 7 2004 RECeIVED 9ao 0 1 00 1.0/25/04F RETURN TO SENDER NOT DE~:IVERAe~E AS ADDRESSED UNAeLE TO FORWARD Be: 90055323255 *2109-05425-25-36 II, I" I" I, II JJ' ,I, I, ,I, I", II", I II" II, 111111111, 111111111, I NOTICE OF APPLICATIO~ AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended·.for the eventual·development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE ·19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.l1 0, 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: September 28, 2004 October 5, 2004 APPLICANTIPROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: Jijags@aol.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARiNG: CONSiSTENCY OVERVIEW: Zoning/L~nd Use: ';' j. Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public . Works .Depart~~nt, Development Services Division, Sixth Flo.or Renton City Hall, 1055 South Grady Way, Renton, WA 98055 .. Public hearing tentatively scheduled for November 30, 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed: subdivision is consistent with the both designations. ! SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18, 2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. . CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE ~ROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ______________________________________________ ___ TELEPHONE NO.: _____ --'-___ _ NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental R~view and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures Would be removed/demolished. The site is located within the Residential -8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.11 0, 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: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: 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: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports I Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall. 1055 South Grady Way, Renton, WA 98055 . Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations as cited above: • The applicant will be required to pay the appropriate Transportation Mitigation Fee. • The applicant will be required to pay the appropriate Fir'} Mitigation Fee. • The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must 'be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00'PM on 'October 18. 2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. -If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has n9t been rescheduled. If comments cannot be s!Jbmitted in writing by the date indicated above, yoy may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party. of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will_automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City ofl Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ____________________________________________ ___ TELEPHONE NO.: ______________ _ !t~ ~jI ... - CITY OF RENTON Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 \\~ H-r OS~~05~~i.~~2 J fl.· ~= <::!: eq] e (!/)F ~Y3 gs.~ 18 H , 4 PRE S 0 ~Jt D Fe n- /l N:tX:ce: 9130 :I. OCT i 2 2004 ll:lII!:::: If'\ e r W f' \f1l ~ \J1 &;.. 'A '~~;" ~;~ 0:1 :1 0./09.1 04 RETURN TO SENDER NOT DEL7VERASLE AS ADDRESSED UNABLE TO FORWARD Be: 9aO.55323255 *2:199-:1.:1561-09-19 11,1"1,, I, IJ "" I, J, ,1,1."11,, ,1,1. ,IL"I,LI,I, ,1,1", /1,1 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development. of detached single- family-hor'Tres. -All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 thei proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, 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: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Pe~'mlts which may be required: 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: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services DiviSion, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for November 30. 2004 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. I The subject site is designated Residential Single Family on the City of Renton Comprehensive Land Use Map and Residenti'al - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both deSignations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. i Proposed Mitigation Measure~: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18, 2004. This matter is also tentatively scheduled for a public hearing on November 30, ~004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that. the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. .' CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Emali: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No./Name: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ______________________________________________ ___ TELEPHONE NO.: ___________ _ D~Fe CITY OF RENTON ::! Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 .A~::r,tir.· l· "0: ~O\, Mark Traverso 3802 NE 19th St Renton, WA 98056 H --:. :-: .-. :·tiJ~, -~ .-::::: .: ~~"1:,/-:"~~.~.- I '.) .J tJ) ;-.OC ~~ CI I!I:I~ l\MU)) l!!!:!!8 ~~ K::~i~:::~2 t"~· .," . "" lhlJ .,.2) .dI al (J PBM!ITeA g .. i'3~~~M~ U.0. ~OQ'i'JHH2 g 188& 64 HESijRH:.~._t.ttLJJi ijj-...;l.~l DEVELOPMENT PLANNING CITY OF HEmON OCT 1 2 2004 ~ECE!'iED TRAve02 ~eOS6202~ ~S03 2~ ~o/O~/Oq FORWARD TIME EXP RTN TO SEND TRAVERSO i6632 iOSTH AVE SE RENTON WA ~eoSS-S~6S RETURN TO SENDER 1'1 I I I: j'l I I 'I f I I'· . ,. ... . III ;;!i III ! l!!! III II I ,; ;; I. HI Ii !I j l·rd J Ii tl·,.4 I j II ! II ,i- .• ..!l '"1 ~~ 'iEJI -'L - CITY OF RENTON Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 '.I g; ,..~ Ii!:.~ \0 IY) eo- I!YY) ~ U.Q.6tOO'i'A@i2 \\~ f~ 16 ~. PI(S~RTrD FCK .,.'" John O'hearn 3800 NE Sunset Blvd #E303 Renton, W A 98056 H-I DSt·iP S8=::: 9ao.s.s%3232 NJ:X:x:e: .. ' ,-.... DEVELOPMEN/ f'Lw,. CI1Y OF RENtON OCT 18 2001; RECEIVED gao i RETURN TO SENDER 0:1 10/:14/04F NOT DEL~VERA9LE AS ADDRESSED UNA9LE TO FORWARD 9C : 9aO.s.s~.23.2.s.s *21a9-02a11-14-~O 11,1,,) 1/),) ),IIILIIII,)IIIIJ,,,) ,)" IL, ,I, I, I, "", J,"l) ,J I NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre· site intended for the-eventual development·o! detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.11 0, 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 ar$ integrated into a single comment period .. There will be no comment period following the issuance of the Threshold Qetermination 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: S~ptember 28, 2004 October 5, 2004 APPLICANTIPROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: Request~d 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: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential -S (R-S) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to S.O dulac for R-S. The proposal for S lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: . The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18, 2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@ci.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. , File No.!Name: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ________________________________________________ ___ ADDRESS: ____________________________________________ ___ TELEPHONE NO.: ________________ __ ~~ CITY OF RENTON -J 9~ ::!!: ~ Planning/Building/Public Works )=~ m;.d g~ 1055 South Grady Way -Renton Washington 98055 (!/j I\-~0 ~ g "0\\ o l1::li', c:/, r v U I CJ~n~ 'la, U t: f. ~ 4 f R ESO U U~ f Gtt \ Sf ~!tJ.~ r DEVaOPMENT PLANNING CIlY OF RENTON . Jossie Gardner 3800 NE Sunset Blvd #E201 Renton, W A 98056 H-IDSi··iP 9S;:i5 geo.s.s'1.~2~2 NIX:IE OCT 1 8 200It RECEIVED 9130 ;1. RETURN TO SENDER 01 ;1.0/;1.4/04 ~ NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD Be: 9ao.s.s~232.s.s *2199-02812-14-20 II ,L, I" I ,I II/II I, I II 1,1",11)),1,1" 1111,1, I ,I, I" I, I, "IL I NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.8'5 acre. site intended for the eventual: development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. AcceSs to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.ll 0, 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. T,here will be no comment period following the issuance of the Threshold Determination of Non-Significance- MitigatedO(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate'ihe Proposed Project: Development Regulations Used For.ProJect Mitigation: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/PubliC Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 '!. I Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. .1 , ., Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18, 2004, This matter is also tentatively scheduled for a public hearing on November 30,2004, a19:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa,us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File NoJName: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ______________________________________________ ___ TELEPHONE NO.: ________________ _ !~C Planning/Building/Public Works ., ~ ... ,-CIt 1055 South Grady Way -Renton Washington 98055 (!;;cj «:) 0~ 1!&!Y'i> ~~ \\f\ Diana Wilson 1555 Union Ave NE #20 Renton, W A 98059 .. (lj'Q. ~OO(UH3Q 1 iH ij4 PHS a R H ~ Fe Ii $ E K"1t,~::lS:l DEVELOPMENT PLANNING CITY OF RENTON NIXJ:E: OC1·1 92004 RECEIVED 990 0:1. 00 :10/:1.7/04 RETURN TO SENDER NOT DEL~VERAeLE AS ADDRESSED UNA9LE TO FORWARD 9C: 5190.5.53232.55 *2199-036351-17-20 H-ICSMP 9805' 99055%3232 I11I11I1 I I. II. I IJ II II ILl I I 111111111111111 I 1111111111111111111 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED! (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: 'The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.l1 0, 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 l4-day appeal period will follow the issuance of the DNS-M. ',' PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: , September 28, 2004 October 5, 2004 APPLICANTJPROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTIFNCY OVERVIEW: Zoning/Land Use: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-S. The proposal for S lots would result in a net density of 5.44 dulac after the deduction of lands for , public streets and critical areas. The proposed subdivision is consistent with the Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: both designalions. ' SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigati6n Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations as cited above: • The applicant will be required to pay the appropriate Transportation Mitigation Fee. • The applicant will be required to pay the~ppropriate Fire Mitigation Fee. • The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must .be .submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, .. Renton, WA 98055, by 5:00 PM on October 18. 2004. This matter is also tentatively scheduled for a public hearing on'November 30, 2004, at 9:00 . .AM;Councii Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are iriterestedin attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that· the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated aoove, you may still appear at the' hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party'of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.!Name: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: ______________________________________________ ___ TELEPHONE NO.: _____ +-_____ _ L~~fie CITY OF RENTON :! Planning/Building/Public Works 1055 South Grady Way -Renton Washington 98055 '''' j J €I; ~-~ C!!:...4 og m I>-1lMY.I ~~ j q ... "," , .( o " g o ,~OO'i'A(D~ Jig ~lq I~ .,ij4 PRESIITED Fen SEA ijR-i8! .. ~-~-'--"""' .. '''-.~~ .... ··-··!:· .. ···l Barbara Armstrong 7906 1 10th Ave SE Newcastle, WA 98056 .. -°-:._.0 .::--i=1:-i::::i H-.i. !..J::::r~0S!5'?3~2 1'tI ..... ~ ..... ~ DEVELOP'MENT PLANNING· CITY OF RENTON OCT 1 Ii, 2JJ't RECEIVED :JQI",I \J .... VV ,J.V/J.I,J/Uc+ ~ETU~N TO SENDER ATTEMPTED -NOT KNOWN UNABLE TO FORWARD Be: 99055323255 *2199-02549-10-20 II, I , , I , ,I ,I/', , , I ,I" I,I, ,,11'11 J, I" II." I ,I, J.I , ,I, I" , II , I NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Reiview and Hearing Examiner Short Plat approval for an eight lot subdivision· of a 3.85 acre site intended for the eventuail development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.11 0, 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: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com J; Permlts/~evlew Requested: " Other Pe~mlts which may be required: 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: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 . Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac alter the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The folloy.ting recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. I Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18, 2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM,' Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be'notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cl.renton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 9~055: , File NoJName: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: _________________________________________ ___ TELEPHONE NO.: __________ _ C'l 0-:0 \loS! » '"1:1 ~~ ::t: (=i ;> CIl (") » t""' [%] ~ .. SUNSET CREST SHORT PLA T 8 LOTS NEIGHBORHOOD DETAIL PLAN 3715 N£ 19th ST. -_4 ________ 0 _. JAEGER ENGINEERING 9479 South 204th Ploce Kent. WA. 98037 Phone No. (253) 850-0934 Fox No. (253) 850-0155 James Jaeger Jaeger Engineering 9419 S 204th Place Kent, WA 98031 tel: 253-850-0934 eml: jjjags@aol.com (contact) Roger L. Allan 3629 NE 19th Street Renton, WA 98059 tel: 425-226-2229 (party of record) Updated: 12/03/2004 PARTIES OF RECORD SUNSET CREST SHORT PLAT LUA04-119, SHPL-H, ECF Marc Rousso J & M Land Development, Inc. PO Box 2566 Renton, WA 98056 tel: 206-948-8899 (applicant) Kenny & Lisa Cook 3709 NE 19th Street Renton, WA 98056 tel: 425-255-1761 (party of record) Violet Honea 3308 Park Avenue N Renton, WA 98056 tel: 425-226-6953 (owner) Nelson & Fe Ruedas 1924 Queen Avenue NE Renton, WA 98056 tel: 425-430-1751 (party of record) (Page 1 of 1) '"' ;;--::0 !:-!i! > "0 :~ :r: ~ -8-() ;> Ul () > ,.... t"l ~ ~ j; ~ ~ APPLICANT AND O~ER; I~ 1_ f: f: ~'I~~ J '" M L~~~~:'~JJ.:~ENT INC ~ f\..)..... RENTON. WA. 98056 o Phone: (206) 948-8899 0. PROJECT: ADDRESS: SUNSET CREST SHORT PLA T 8 LOTS NEIGHBORHOOD DETAIL PLAN 3715 NE 19th ST. .JAEGER ENGINEERING 9419 South 204th Place Kent. WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 \J o ;U ::j o z o ...., (f) tTl o ::j o z .f>- -l o ~ (f) :r: \J N V-J Z A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., ~ N. 'I s:::·ntH'" -<~ !,l!Jilh nl ".c, 1;:i''':rA1&-r ~lr~1r:m U \i:":1!'11_". ::.7 ::·1.~ h, /"""::: / / ::.::: \ "". )J &!,,:,-,,~~,_, "._,,=9 '-'''-'''. 1, 00 ~v--,-r-.-,r'---T_." '--'-r--Jj:---___ 'L_ -_. ~211""'"~.'" / \ ·;wft'7~,~~~.;j~~i~~~=-r .. '''.-.~, /'~~~. \' i :/F~~fi~;',," -~-r (~u:~~f~~)f~I;:~il~~~7' r~r:::7·J II, r ~~ ,~ \~'",. .. :I--J5_1b: ,M If : ~~ 2 hl: ,,.1, ,,~I , "~\ \ \\ O\·t' r··"-" '. ! :11\ :1~l:--o_fjL:~f:t=--'-j:1 / \\ \ \\ '" : /~ ,II! I J' \ L ,\ ,,',.' '\ "1 i:' r-c~£~~s0~ -","'"---i ~'~\ ~"\ \' ,/ / I 4-~IO i L'-rEI.I~~JT"--------,1 \\ : \:, ,/ I U:4--4 T-i/ :~ \ 5 :, \'! ~ ',', .~, " < / ~ J,j L~-~,;-~;~;JJLif;~~-~ ;::;'''''i~' -~i \ \" \,~: '~--~~~---~ '\ 1,\\.. 0'".,,' r' 'I . / ", , ~ I ~ L-",": \ \ i ~ \ iI' _ SO' / )': ,~,,',, '\ oJ , ...... _.,,/ '\~ ',1-, '( \ I' -.., ~ -,: '. ~ i \ \\\ \ ~\ " '\' ,~,\~\, / '7\::-~-"--~~ \ : h I"~ \ 0 2J\ ': '-_/~ ,,' r"''''' , : ~I ) "~'~i ~,~I ,,~, '., \ ~~O'\-"-I<l/ L_, ____ ).""*~L ./ ~ RANGE 5 E., W.M. t NORTH SITE VICINITY MAP SITE SERVICES SEWER: CITY OF RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF" RENTON TELEPHONE: aWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V,: COM CAST CABLEVISION SITE DATA AREA: 167,622 SF" OR 3.85 ACRES AREA IN STREETS: 15,227 SF OR 0.35 AC m . t.~" ._t ~ I II -> .... .......-.,;.:--~ ~ \~~.'!tl ... t;;~!..~' \ ,~E: ~\ 1:1 i ">-"'~~ /' \ ~--, ,'~ '""",,,","J. rti'''''1\''I~h£-::-=-:=~~~:::>~," \ ~\ ~ \ i if-" II~:! /,'~'~-.:..<--=-::::~-}~~' "\ . \\ :\\" "\"\'\ ~ ___ i r'.:-,~~~,T:-/ 'i!/ :.i:fr-~-==j~-%:!~~·: AREA IN SENSITIVE AREA TRACT: B8.020 SF OR 2.02 AC EASEMENTS NOT SHOWN: OLYMPIC PIPE LINE COMPANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEMENT OLYMPIC PIPE LINE COMPANTY: REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEMENT. TRACTS: TRACT A: SENSITIVE AREA; 88.020 SF TRACT 8: DRAINAGE: 20.772 SF TOPOGRAPHY AND BOUNDARY SURVEY BY: • Centre """ 'Ib '".~ .... Ib fltd'l'IIl W.,. 1IA. Il8OO3 _ _ Pointe (~) 5111-1801 Surveying \, I \" ! fill· IJ.-+Joot r?O"--i-' -..... _,-.-~ .~ ',' , ~ ••• TRACT "8' ! I ,iw Ii-"" ,lLb~\ !.; =::c-t :::::-::-I:=::":::: c:::-/' '" , ""\~ 'D~ \""" DRAIN,<;7,POND :11 ' '\l \. IT~\.?~"';:J-=~~:~--:':~ NET AREA: 1.47 PROPOSEO NO. LOTS: ZONING: PROPOSED OENSITY: ACRES B RB 5.44 UNITS/ACRE PROPOSED USE: R-B ZONE: SINGLE FAMILY DETACHED RESID. '\ ~,I "i--\'~~O " ~ -J-~/ /i i : \ \ .i, " \ ;ii\~\:: : Il~,~" ,', ,'" _\ -----,'i! 1:/1 / / If,/I,/I:./fl'/ /'/r'" ~ ~ ~ ~ \-~ --._. I :/ I' '.i 1.',1: "11.'/ '////,', NOTL ALL EX'S'TNG " . -_\ -~-:."---=-~> I ,',VII!! //1' 'j! ///1/1,'/, I' , STRUCTURES SHALL BE , '-"t,.---v/ £. j/' /I/~' 1/ !','/ I REMOVED \ I ,~\ ---. ~~~;'''~~rJ:'/T~~~L''Ai\II,''I/;'II/!I/ 1<,', '\8 ~~ -~~-=-::q: :;s'£ .. I)I.li'IiVEJ) .'tf..J .. '. 'ji/f '.: SITE ADDRESS: 3715 NE 19th ST. ASSESSOR'S NOS. 142305 9031 "\ f~~ \ \\,tt~fE~1~~~{:.{;~~~~J~t .~ " ~~ , ' ~--~", --:..-:'-:':"'--t~~/ :~//!;/I II "\!--~' " '~,"~~F=-~~.-= ~~j~}~{i~f,E! :1 , " ~_' """ ~_ ,./'./' . ......;::_'\':_///~/// I, I '~' ~--.." ~ / --/"'" ' \'/ /!/,;y?4' ' " , ~ '\ ~"~.:?;~._/ ~ '; // ~. ~/~kil;"o I' L '-"': --::::: /' / # ,I J<,'/F'f'!:/i}/ , '~'"~' .:.::...-~./~./ Y:W!-~J:v,;:;~,' ''I ' l --'t' ~-0 :~~~~:;-Itfi~~ ;; ;/~f;" ~: ____ .... i~ __ _ " \ \ ~-.;'~~' i (/'f~'''/ 'Ii \ \ h -.. ~'::~ i "'~~'~/.((' ~',::-::::~';',:~ '-,s ,'J::.:::. .. ~~""" \ \ 'Iii/,I ,;'11 ::"";'i·.~"'''· '~~ " \ ~-"'!;{>~,,-I!//,".~!/', 1 \. ~~" '~" ~ /I-:A'~ :r~)r"'" ~\ -.. ~2-'·~?c~1'tfi/ ~.\:O •• ,-, ~ R~\~'~ ", ~/ I c~~J,~ ~-~:f~";:£~~~,;~! ~'''.'''''' rl'k ~~~:~~~",,, 'r.fi,~""" LEGAL DESCRIPTION THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF ADN EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD PROPERTY OWNER VIOLET HONEA 330B PARK AVE. N RENTON. WA. 98056 ; GRAPHIC SCALE ~ () ~ ~ If ~-----\ I~C~~)II. l'l Z 0::. • W 0 "')"" Wii;;;?6 ~ ;~~~ (1"\0 W)' ___ vC'\! '''''''') Z:E ~~:& W~t~ ~ a::;~ 2 & w'" ~ l'l w <{ J h '" Q ~ a: h ,... :5 Q:: Q~ a ,...'" :r: 0::'" <n Vl 00; t;; 3~: Lu '" <: ct )... ~ <...l 0:: ~ ",'" ~ ,... ~ cVl G:i g: 1 ~ I- as 5:0 <.:l~ a~ <a~~ ~5 ~Ol~ ~~ ~~~ Cl Q:: o~~ ~ ~ Q~ g -' ~< .~ ~ ~<\j L -'.L!lLl!'.. \" .. ",,0' ()£SKlN8T.~ I)II .... B··~ ~,,,_1_ _1 __ '-'1' , DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0, AREA=4416 BOTTOM: 423.0 AREA= 1976 SF VOLUME PR'OVIDED: 15980 CF VOLUME REQUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV: 423.0, AREA= 1976 SF BOTTOM WETPOND ELEV: 419.0. AREA=600 SF VOLUME PROVIDED: 5152 CF VOLUME REQUIRED: 5127 CF TOPOGRAPHY AND BOUNDARY SURVCY BY: ~Centre '::'r.r'''':'~ = -Pointe (HI, "'-'101 Surveying A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., ! TYP. IN TERIOR PLA T ROAD NOT It> SCALE ti. ~ , i ~ ~~ ---~~~r ~G. E . :::tP;t?:EJ eN th----::: "'*~$lmE~ -?~~ 1~~-+42B .,. --=~:l . ?:-t-. .,. 0+00 '+00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET SCALE: HORIZ.: '-.40' VERT.: 1" ... ' ; GRAPHIC SCALE ~~-L;'U i i ~--.. ( . ...,., I fIIcfI ... ft o z ~. ":1 wl::;fls ~~u~ 0'" ~ z;~~~ w~"{~~ £r~"r& w~ t. o w <{ "j "" ~ ~ ~ ~ ... :::J Cl: 1': .. o :;,'" Vi ~ 0\I~ ...O~ ~ ;;:"'~ ~ ~~ ... 2S IX ::J! ~ ~ Q. ... ~ ~~ d ~a ~I!i ~'" ~i~ Cl ~ o~! ~~ "~J :a 0\1 ---L- " --L- ~ ~ ~ ~-~L'T" _-l-L~~~~ '-~ ~ ~=====~~::::;! R-l i r······_-···· s ;_ ... _ ... ...J ....... _._ "······'(.N--- ES -9 T23N R5E E 112 D5 - - - -Renton di~ Umi." 1:4800 4 T23N R5E E 1/2 5304 ZONING MAP BOOK RESIDENTIAL ~ Resource CODservation ~ Residential 1 dulac ~ Residential 5 dulac a Residential 8 dulac ~ Residential Manufactured Hoines I R-IO I Residential 10 dulac I R-141 Residential 14 dulac I RM-I I Residential Multi-Family InIU! MIXED USE CENTER ~ Center Neighborhood- @] Center Suburban- juc-NII Urban Center -North ~ Urban Center -North 2 ~ Center Downtown- ~ Center Office Residential COMMERCIAL ~ Commercial Arterial- INDUSTRIAL o Industrial -Heavy ~ Industrial -Medium o Industrial -Light (P) Publicly owned ---Renton City Limits ___ Adjacent City Umita _ Book Pages Boundary I RH-N I Residential Multi-Family Neigbborhood Center I RH-C I Residential Multi-Family Suburban Center Commercial Office- Convenience Commercial / KROll PAGE IRH-T I Residential Multi-Family Traditional IRH-U I Residential Multi-Family Urban eeole'" • May include Overlay Districts. See Appendi:z maps. For additional regulations in Overlay Districts. please see RMC 4-3. PAGE# INDEX SECTfTOWNIAANGE A PORnON of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ / 1:.6 ",>\-.-r-''-''''''''-T-,,'-" ,--/-c--::j-I.J:" .... ~-, ... -\--;; L--....1ij'(l;fflllAt::" l. ,~. ~z~~~--*,""!II!!t..£= ..!=--=~F'\'i~.-nIA-"'fA',..n.".::="p-~...-! ..!..~ _a;.Er~,~ l,... __ .. 1lff f=t··~~~ -. ~-f-~th Str •• ! "' ..... , ~':"f"'~yr.2-;,;;-~I:,,:~:7"--,::--r .;;~-~/, 0. !·!ct~~~'::;: =:-~-~ -7"-: . '-~~~~''''C-.----'~"_"J F~~,r:.~· DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH .2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0, AREA=4416 BOTTOM: 423.0 AREA= 1976 SF VOLUME PROVIDED: 15980 CF VOLUME REQUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV: 423.0, AREA= 1976 SF BOTTOM WETPOND ELEV: 419.0, AREA=600 SF VOLUME PROVIDED: 5152 CF VOLUME REQUIRED: 5127 CF TOPOGRAPHY AND BOUNDARY SURVEY BY; f entre "'OJ '"' ,~.~ '".'" hderal "'0 n. 08003 _ _ Pointe (2D3) 881-11101 Surveying i ) .,. 430 -- "B ". 0+00 2-MIN COit/Pr. DePTH CRUSHeD SURrACINC BASE CQlJRSC CRAI£L BASE: (Cl.ASS "B") WAY BE R[OURCD PfNiJINC sat CONDITIONS TYP. INTERIOR PLA T ROAD NOT TO SCALC "l 15 ~ ~ ? '5 ---y-.~~---434 , '~9Sf9-GR 1-" ~---+-.-_... --tERUNE ..• ~~-r--432 .----=:,"'-. ~ _ ;.. ,.1;-1--'=;:;J=::= --",...' ~.--.I-. 430 --::c: .c:-___ ~~~ ~ ___ ~~~"~i= 42B ----...! I E--+--::~-·+-" 426 __ ..L ' _-'-__ '-~_ 1 +00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET SCALE: HORIZ.: 1".40' VERT.: 1~=4' t GRAPHIC SCALE 40 0 ttl 40 10 leo 100.001......' I 1 ~c::'!'!!) I\. <.? Z 0::. • Wu ..,." W£§?~ ~~~~~ <.?g .;j';;; ZS~~~ W~i~ ~ .. tv ~:)(: & tl u.. • .c 1.... W'" ~ <.? W « --, ~ I--"< "< <t ~ ~ I--::J a:: "' '"' o :;'v> ~ V1 ~~ t:; s ~i lLJ., ~'" ~ :q:E; I--~ bl ~ iLl g: :z: I i7: I-~ ~O 109: &~ <Q~~ c;j:;, ~~~ ::sO ~ 01 lou 0:: ~~~ Co en.~ Q ct o~'-~~ O": .... '-i :3 ~ ~~ :=; _"_,_ _1 __ TOPOGRAPHY AND BOUNDARY SURVEY BY; ~centre 337011ltb ..... nul South rederal.y,W,," Il8OO3 _ _ Pointe (263) GIll-lllOl Surveying A PORTION of the S.E. 1/4, 4, TOWNSHIP 23 N., RANGE 5 E., W.M. NOTE: ALL EXISITNG STRUCTURES SHALL BE REMOVEO LEGEND EXISTING TREES TREES TO BE RE~OVED CLEARING LIMITS PROPOSED CONTOUR EXISTING CONTOUR ~. * ... ,. --0----0--- ___ ~'le.O i GRAPHIC SCALE t..J t...1 ~ 'f (IMPDT) llnell_.tO It. o z ~ ~ ~~ W£~?6 ~;~ ~~ (j~ .~;;;Z 5~~~ W~i~; 0:: ~~ & l; .. < ... W'" ~ o W <{ .., <: f-.. S 0:: Q a ~ l: ~~ ~ ~ e: ~ V) -.I ~l.J L..J '" <: 0:: <.!)'" (.,) ~r::: f-.. ~ 0" « o~ ~ ~ t.> ~ .... C5 ~Q <om o~ :g~~ ~5 ~O>~ lw Il::: ~~-.. C(.) co.~ 0<>: ,,~~ ~.q;; o.:j.;;ij ~~ ~l ~ ~ !KEf --L- _1 __ · -;- -Jam Free Printing Co 1 \ Use Ave~T~~p~TE 5960™ I ( '-0 -www.avery.com 1-800-GO-AVERY -±f: z ~ AVERY® 5960™ Dalpay Properties Lie PO Box 2436 Renton, W A 98056 I; Kevin & Anita Hoffmann 12630 SE 106th St Renton, W A 98056 ~ ______________ ~'l Charles & Magvash Price 13810 SE 42nd PI Bellevue, W A 98006 i' ( , ~ J>-----------<l~ l ),~ ( William Hurt First Ukrainian Pentecostal Church 3811 NE 21st St Renton, W A 98056 I, I I r Roger & Patricia Allan I 3629 NE 19th St Renton, W A 98056 .J \ I ',I, Al & Violet Meakin 7100 S Taft St Seattle, W A 98178 1 I ~ - Susan & Bledsoe Clark Barfknecht ,: 906 SE Everett Mall Way #120 'I Everett, W A 98208 , I \ ( Mark Traverso 3802 NE 19th St ~. Renton, W A 98056 > I I I I ) ~ i >- 3819 NE 19th St Renton, W A 98056 ....~: ,~,----------J L ) ( \ Lawrence Haugen 3839 NE 19th St Renton, W A 98056 Shirlee Schlemmer 3800 NE Sunset Blvd #BI01 Renton, W A 98056 Tyson Burris 3800 NE Sunset Blvd #B104 Renton, W A 98056 ( ( Bich-hang Tu 3800 NE Sunset Blvd #DI0l Renton, W A 98056 Gail Debolt 3800 NE Sunset Blvd #D104 Renton, W A 98056 lu0965 ®AHaAV \tl ---< I I Maynard Haverly Jf. I 1893 Shelton Ave NE !, Renton, W A 98056 ,'I', Cheryl Shaw 3800 NE Sunset Blvd #BI02 Renton, W A 98056 Carmen Cunningham 3800 NE Sunset Blvd #CI0l : I I Renton, W A 98056 ! ------/ ( -------- , Casey & Shannon Keeler 3800 NE Sunset Blvd #D102 Renton, W A 98056 Pochana Boody 164 Raintree Trl Jupiter, FL 33458 AH:JAV-09-008-~ WO)',(JaAe"MMM -- I Mary Farra 3800 NE Sunset Blvd #A101 Renton, W A 98056 ~----< /'>----- i --< -'\ ( Dana Evans 3800 NE Sunset Blvd #B103 Renton, W A 98056 Richard Vogt 3800 NE Sunset Blvd #C102 Renton, W A 98056 Bryan Reimer 3800 NE Sunset Blvd #D103 Renton, W A 98056 Mark Nielson 3800 NE Sunset Blvd #D106 Renton, W A 98056 --~ l'u0965 llVldll\l:J.L @/tJaAV asn 6u!WIJd aaJ:I wer Jam Free Printing Use Avery® TEMPLATE 5960™ Wendy Flores 3800 NE Sunset Blvd #ElOl Renton, W A 98056 DanSakaue 3800 NE Sunset Blvd #E104 Renton, W A 98056 David Bishop 15413 SE 133rd St Renton, W A 98059 Ronan & Melanie Gallagher 3800 NE Sunset Blvd #E302 ! Renton, W A 98056 George & Frances Kobayashi : 7033 S Lakeridge Dr ( ( I Seattle, W A 98178 Michael Lindekugel & Teresa Ann Howe 1555 Union Ave NE #2 Renton, WA 98059 Laura Norene Berry 1555 Union Ave NE #5 Renton, W A 98059 r~ Yu Patterson 1555 Union Ave NE #B8 Renton, W A 98059 ( Abdifitaah Muusse I" 1555 Union Ave NE #C-ll Renton, W A 98059 Aleksey Radutskiy 1555 Union Ave NE #C-14 Renton, W A 98059 ,.1.10965 ®AHaAV \!1 I I , I , ' I -- Jo Ann Berrett www.avery.com 1-80o-GO-AVERY 3800 NE Sunset Blvd #EI02 Renton, WA 98056 J ossie Gardner 3800 NE Sunset Blvd #E201 I' Renton, W A 98056 I, I I I' , r I Jason Anderson 3800 NE Sunset Blvd Renton, W A 98056 , 'I John O'hearn 3800 NE Sunset Blvd #E303 I Renton, W A 98056 , ! I < ( I Alis Windelev / \ 1 I ( 3800 NE Sunset Blvd #F102 Renton, W A 98056 I' '! Murril Seven 1555 Union Ave NE #3 . I Renton, W A 98059 1'1 ! Tewodros Mezgebu I ' 1555 Union Ave NE #B6 ('" Renton, WA 98059 Gerald Cluphf 1555 Union Ave NE #9 Renton, W A 98059 Wendy Polinsky 1555 Union Ave NE #12 Renton, W A 98059 Ai-binh Huynh 1555 Union Ave NE #15C Renton, W A 98059 AH3A"-09-008-L wOJ'A1aAe'MMM -- ~ AVERY® 5960™ Helen Hall : I 3800 NE Sunset Blvd #E103 : i ! Renton, W A 98056 I , Barbara Armstrong , 7906 11 Oth Ave SE ;, Newcastle, W A 98056 ! , \ , >- r Matthew Hissong 3800 NE Sunset Blvd #E301 Renton, W A 98056 ! LyoanMey 3800 NE Sunset Blvd #304 Renton, W A 98056 Jose & Jessica Guardian 1555 Union Ave NE #Al Renton, W A 98059 Diane Lin 1555 Union Ave NE #4 Renton, W A 98059 I J ., , I (" ~ "" --< ./ , , !! I .! Talayna Hill 1555 Union Ave NE #B7 Renton, W A 98059 Bonnie Lou Ketterling 1555 Union Ave NE #10 Renton, W A 98059 Lynda Bollman 1555 Union Ave NE #13 Renton, W A 98059 Deborah Boston 1555 Union Ave NE #16 Renton, W A 98059 ,.1.10965 3l'dldVll31 ®l.JaA" asn 6u!~U!Jd aaJ:I wer -< \ -< I Jam Free Printing Use Avery® TEMPLATE 5960™ James Nelsen 1555 Union Ave NE #17 Renton, W A 98059 Diana Wilson 1555 Union Ave NE #20 I Renton, W A 98059 \ ',,- /' >- Mae Chappelle 1555 Union Ave NE #23 Renton, W A 98059 John & Angell-linda Wesley 1555 Union Ave NE #26 Renton, W A 98059 Richard & Elizaeth Stahl 1555 Union Ave NE #29 Renton, W A 98059 Rebecca Ann French 1555 Union Ave NE #32 Renton, W A 98059 Steve Munson 1555 Union Ave NE #35 Renton, W A 98059 /-- Kimberly Hardin 1555 Union Ave NE #39 I Renton, W A 98059 (' tara Taylor I 1555 Union Ave NE #42 Renton, W A 98059 / Daniel Roley 1555 Union Ave NE #45 Renton, W A 98059 w~096S ®AHaAY \t\ I i : i I I --www.avery.com 1-800-GO-AVERY Latchezar & Ivanova Diana Gerassimov 1555 Union Ave NE #18 Renton, W A 98059 Robert & Becky Miller 1555 Union Ave NE Renton, W A 98059 ~ AVERY® 5960™ I' , I' Joanne Portelle ; • I 1555 Union Ave NE #19D I : I Renton, W A 98059 j i , i I' i I i , , Kristina Young 1555 Union Ave NE #22 Renton, W A 98059 / ), ----) \. ./ , Carly Mcgerry ,i 1555UnionAveNE#24E Renton, W A 98059 , I I Kathlyn Myers-stanberry " : , 7 1555 Union Ave NE Renton, W A 98059 Elane Rosak 1555 Union Ave NE Renton, W A 98059 Connie Smoldon 1555 Union Ave NE #F33 Renton, W A 98059 Samantha Spencer 1555 Union Ave NE # 36 Renton, W A 98059 Megan Lynn Kinzinger 1555 Union Ave NE #40 Renton, W A 98059 Lasonia Holmes 1555 Union Ave NE Renton, W A 98059 (' Michael Taylor 1555 Union Ave NE #46 Renton, W A 98059 AH3A"-O~-008-L WO)',uaAe'MMM -- I , J J Mckendry & D J Stewart 16207 SE 136th St I Renton, W A 98059 I: I I' , , , I ; , Ronald Rosanski 1555 Union Ave NE #28E Renton, W A 98059 Clayton & Marilyn Hanson 1555 Union Ave NE Renton, W A 98059 (' Patrick Alt , I 1555 Union Ave NE #F34 Renton, W A 98059 Cara Mattson 1555 Union Ave NE #37 Renton, W A 98059 I I ) -( .. ./ , , Debra Roth Penor 1555 Union Ave NE #41 Renton, W A 98059 Mary Tatsuko Tsunehara 1555 Union Ave NE #G44 Renton, W A 98059 . Lisa Virgin 1555 Union Ave NE #47 Renton, W A 98059 w~096S 3l'dldll\l31 ~aAV asn 6u!lUIJd aaJ:I wer Jam Free Printing Use Avery® TEMPLATE 5960™ Beverly Pike 1555 Union Ave NE #48 Renton, W A 98059 Cheryl Chow 5126 S Garden Loop Rd Seattle, W A 98118 \. r Robin Rieck 1555 Union Ave NE #54 Renton, W A 98059 ,I \ • Jarrett & Heather Inge 1555 Union Ave NE #57 Renton, W A 98059 Eric Hemphill 1555 Union Ave NE #60 Renton, W A 98059 Cheri Morgan 1555 Union Ave NE #63 Renton, W A 98059 Gary Barber & Ann Gunther 1555 Union Ave NE #66J Renton, W A 98059 Arthur & W M Eastman 3533 NE 17th PI Renton, W A 98056 , Mariano & Constanci Murillo 1805 Shelton Ave NE Renton, W A 98056 ( Willie & Esther Mieldon 1703 Shelton Ave NE Renton, W A 98056 Io'U0965 ®AH:lAY 00 , i I' -- Dan Bugni 1555 Union Ave NE #49 Renton, W A 98059 Erik Lysne 14667 SE 173rd St Renton, W A 98058 www.avery.com 1-800-GO-AVERY :! Jesse Slover 1555 Union Ave NE #55 Renton, W A 98059 I' I David Marcus Shoemaker 1555 Union Ave NE #1-58 Renton, W A 98059 Michelle Rust , 1555 Union Ave NE #61 Renton, W A 98059 ------<" ( , , Robert Campbell & Hyunh-Ian Nguyen 1555 Union Ave NE #64 : i Renton, W A 98059 I .? Brett & Angela Stumpf 1555 Union Ave NE #J67 Renton, W A 98059 (--_._- , I i Doyle Smith 1715 Shelton Ave NE Renton, W A 98056 1 r I' , , I I, I j , ~ AVERY® 5960™ Tht;resa Tussing 1555 Union Ave NE #50 Renton, W A 98059 ,I Keith Haselfield I ; II 13638 NE 13th St #26-7 Bellevue, W A 98005 , i / \ '·'i I I' ---- Allison Long , 1555 Union Ave NE #56 I: Renton, W A 98059 ,I I' , Phomvichith Sitthivong 1555 Union Ave NE #59 Renton, W A 98059 Brian Arnot 1555 Union Ave NE #62 Renton, W A 98059 (- i I 'f' Brady & Stacy Buckner 1555 Union Ave NE #65 Renton, W A 98059 Joshua Luna & Nichol Judd 1555 Union Ave NE #68 Renton, W A 98059 Maynard Haverly Jf. 1893 Shelton Ave NE Renton, W A 98056 Cao Mai 4823 162nd PI SE Bellevue, W A 98006 ( . -:1 / Randi & Denise Krall 1615 Shelton Ave NE Renton, W A 98056 AH3JW-09-008-1. wo)',{Jal\e'MMM -- Jose & Ann Marie Desiderio 1609 Shelton Ave NE Renton, W A 98056 Io'U0965 llVldll\l31 ®lUaA'f/ asn 6u!~u!Jcl aaJ:I wer I .) I -! .. ; Jam Free Printing Use Avery® TEMPLATE 5960™ Ted Myers 1603 Shelton Ave NE Renton, W A 98056 >-- \ >-I 10'1.10965 ®AHaAY ~ ../ , I , II ! ' ' .. : i , , 'I , ! '-( ,~ / ' /' -- AH3A'd-09-008-~ wo)"AlaAe·MMM www.avery.com 1-80O-GQ-AVERY J' i: ) / -_._--, -- , / I \ ( i ~ AVERY® 5960™ 10'1.10965 ll'dldll\l31 ®,uaA'd asn 6u!:a.U!Jd aaJ:I wer , , , I j I I I -~ ! -<. " Return'Addru.r: City Clerk's Office . CilY of Renton 1055 South Grady Way Renton, WA98055 jljllilmiu 503000615 CITY OF RENTON as 33 88 PAGE881 OF eez . 8S/83/Z806 11:81 KING COUNTY, LolA BILL OF SALE I Prvpcrty 1'1IX Pared Number: -04Z.?o.) -4 O}l ~~JP";":S""5e-~ I SfJtt;tlntO'lecQou: I~ '*~ ~ ~r A.ddnss: ll'S" Nfl-IP\ ~ ~-j... lid~c. NlIlIIbu(m) of l>ocumenl.5 asUpc:d or Idcuai: Additional rdtreDc;e DUIDbers IrC ® page __ . Grutor(s): Gr:lDt~e(S): 1. k~ (. la",l l~ t..u:... 1. City of Renton, a Muoicipal Corporation 2. The GnDtor, as IWDI!d above, fOl", IIDd ill CODSidcnlioo of IIIQruaI bc:Dcfiu,. brnby' BJaDts, bargaius, ~11s BOd deli1ftrS to die Grutcc, as IIImtd 1Ibova. tho foUowmg described p:r&OD&I property: WATERSYS1EM: Len&'h SiD; ~ fJ-"3 J L{-3 ).5} L.F. of r. : f{'S5? R! to L.F. of ··_ ..... Il~_ ~ _!':. ~ L.F. of .. WataMain I each of ~Il II Gate VaJvc:s ! eadl of "i7 .. GalcYalvdI I eadtof Pile Hydrant Assc;mblies SANITARY SEWER. Sysn;M: ~ Size ~fll1t.-5,. '3;J.-Lf--3 LJl.of ~u .. Sewer Main 1J.:Ii U.of bit .. AA1~ (lB· ... StwcrMaiD L.P.of .. ScwerMaln l cachof q~ .. Di8:lDder MlDholes tJIcla of .. Diameter MlIObolc:s eacbof .. Diameter Mmholca STORM nRAlNAGE SYSTEM: Len~ Size ~ i~(, L.F. of \i1" .. VQIilo '0IL1., StormLinc b -"3 d.. if:5 9-7 L.F. of ~ '1..1' .,~ Storm Lwc 26," U. of ~ "l<f!1uStormLine f cacll of \ l. /1 to C pi. f Storm ID1dl00tJ&'t each of -r'l~:J.. .. -r~ 1-: Storm Catch Basin f eacb of'" •• c:;:Jtvl Manhole I 'Jd R "T'1~ -z.. ~ STR.I!ET IMPROVEMENTS: ~diDg CUrb, Ou~er, SidavaDc. Aspb.tt Pavcrrit:nt) CUrb, OuUct, Sjdewallt ~),>7L.P. ~-o.f~ 01d.. 9<ffv Asphalt Pavement: q cD SY or L.F. of Width STRE~T UGBTlNG: .3 1# of Poles __ By this COIIVcymc:e. Grantor wiU W8mIIIlt and defend the uk: hen;by made ... 10 the Grantee a,pinst an IIIId tYtTy pei30n Of pc;.r$Oo&, wbOlmotVer, lawfully claiming or 10 claim the same. This conveyance &hall biod the heirs, .::~ors. , adminiSlnlors md ulrigns forever. ~t;, .,. 00 ~:JcJ ~~ de H:\FlLE.SYS\FRM\84HNOOUl\BIll..SAl.BDOC\MAB l'u~ 1 .. n:~l:NB~C: WHEREOF I ~r.~10 B Fonn 84 OOOIJbh ~-ilI ci:~ 1 C!:f:..~r my hand IlIld seal the day and year as Written below. d' Notal}' Sea) mU61 be within box DmlJ'lDlJ..tL FORM OF AaNOWLElK7MEN7 STATB OF wASJiINmoN ) ss COUNTY OF KING ) I catjfy that 1 bow or hava aarisfadQly evUlance \hat _______ _ --:-_-:-:--:-:----:---:-:-::---:-:---::-_--:-___ signed this instrumcnr and acknowledged it to be hi&lher/lheir free aDd volunlary act for the U5C:S aDd purposes lJleutioGed in the instrurnDat Notary Public in and for the State ofWasbington Notazy(PriDt}_' ___________ _ My appointment expircs:, ___________ _ Dated: I.J!PUSENTA.T.WE FO/lJl 0' AC»iOWLEDOMENT STA TH OF WASHINGTON) ss COUNTY OP KlNO) A - Ie,' ~11 kD or have lldiWu:tory evidebCC that f-VlVlOtW-# sigacd this insD'UlDt.1lt. on oalh ;;r.ta~1cd~thaI~~~t.'id-:;:~wasfw::;;-,;;;.ero~au1hori:zed;;;;J~·;;;iit.to~cx;:;;;;talto me ia5tnJmca1 aDd ack:oowlcdgcd it lIS tbe _________ aDd ___ -:--__ _ of to be the ftea aDd voluntary act oC such pattylputi . the ~t. COJrPOJUTE FO~ OF .4CSJt/OJnEDCMENT STATBOPWASHINGTON ) ss COUNTY Oil XING ) On this ___ day of , 19---, before roD pt:rsonally appeartd to me known to -b-e------------------------o~r~th~c-~--~OG~ executed the within inmument. and JCbowlcdge the said instnunenr to be Ihe free and vol\lD13l)' acr md deed of said ~rponIriOD. for the uses and purposes thaein mcntio.aed, IIIlCf each aD oath stated thar helsbc was IlUthorized to execute said inslrWDcDt and thai the sui affix.c:d is rhe corponre seal of said corporation . Notary Public in and for the State ofWasWngton Notary (Print), ____________ _ My appointment exp~s:, ___________ _ Dated: Page 2 Return Address: City Cleric's Office City ofReDton lOSS South Grady Way Reotoo, WA 98055 DEED OF DEDICATION Project File #: WA-119 E2201922 04/ZS/Z006 14:30 KING COUNTY, "A TAX $10.00 SA~E $0.00 PAGE001 OF 001 Property Tax Panel Number: 042305-9031 Street InIasec:tioo: NE I Street " Queen Awaue NE ..,._ NaIINr(.) oIl)!cmnmts aaigaed or rdased: AdditicmJ rc:fcrcDce IlUIIIben are 00,.._, Gnatar(s): GnDtee(s): 1. AMERICAN CLASSIC HOMES LLC 1. City ofReotoo, a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or foil legal must go here, Additional legal on page 2) The wat half oftbc Southwest quarter of the Northeast quarter of die Southeast quarter of Section 4, Towusbip 23 nonh, RaDge 5 east. ofdle WiII!IJIIP.th:! Meridian, in King County, Wasbiogton. EXCEPT tbr; wat 132 feet of tile DOI1h 330 feet thenx>f aud EXCEPT tbr; north 15 feet thereof for coUDty road. The Grantor, for and in consideratioo of mutual benefits conveys. quit claims, dcdic:aIa and doDaIes to !he Grantee(s) as D8IIIed above, !he above clcllcribecl tal esIaIe situatccI in the County ofKiD& SCate ofWasbington. IN WITNESS WHEREOF, I haw bcmmto set my hand aud seal the day aud year as written below, NOIIIry ScaI must be within box CHARLES F. KOKKO NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MARCH 19,2006 Project: Sunset Crest woo PID Exhibit A Legal Description GRANTOR: American Classic Homes, LLC Street: ueen Place Northeast That portion of the following described property: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, of the Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for county road. More particularly described as: Beginning at the northwest comer of the above described property; thence South 00°07'43" West, along the west line of said property, a distance of217.65 feet to the beginning of a curve concave to the northwest having a radius of 50.50 feet and a central angle of 254°19'10" and being subtended by a chord which bears North 44°53'58" East 80.49 feet; thence southeasterly along said curve, a distance of224.15 feet to a point of reverse curvature; thence northwesterly a distance of35.95 feet along the arc of said curve concave to the northeast having a radius of 25.00 feet and a central angle of 82°23'20"; thence North 00°07'43" East tangent to said curve, a distance of 100.07 feet to the beginning of a curve tangent to said line; thence northeasterly a distance of39.54 feet along the curve concave to the southeast, having a radius of25.00 feet and a central angle of90037'36" to a point on a line 10 feet south and parallel with the north line of said property; thence South 89°14'41" East tangent to said curve, along said parallel line, a distance of 134.66 feet to the east line of said property; thence North 00°05'32" East, along said east line, a distance of 10.00 feet to the northeast comer of said property; thence North 89°14'41" West, along the north line of said property, a distance of 194.93 feet to the Point of Beginning. /2-/ll-IJ) Situate in the City of Renton, County of King, State of Washington Area of R/W dedication is 15,980 sq.ft,. ' EXPIRES5-23...:2tIi C:\Colsonl2219 road dedication.DOC\j Page 2 FORM 07-1S-OS/cko 132.01 . >< ..." S89 '14 0 41 00 E -:-~-Clc: t a I 1--- I I I I I -, I 'I I -:-n)c:t A Exhibit "A" Sunset Crest l Road Dedication The North line of the NE 1/4 of the SE 1/4 of Sec. 4, Twp 23 N, Ang 5 E, W.M. The East line of the W 1/2, SW1/4, NE 1/4. SE 1/4 of Sec. 4. Twp I. --23 N, Ang 5 E, W.M. en en OJ (T) LD W : C\J (T) lC) p o o z not to scale .-\.~ Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 CITY OF RENTON COY PAGE001 OF 001 04/25/2006 14:30 KING COUNTY, lolA 32.00 DEDICATION OF RESTRICTNE COVENANTS Property Tax Parcel Number: 042305-9031 TREE PLANTING COVENANT A -II-\. Grantor(s): American Classic Homes LLC, Michael Gladstein, L-...:--'-'-L--""---r'l---"-:~~-=--'-----'c:---:--,------' are the owners ofthe following property in the City of Renton, County of King, State LEGAL DESCRIPTION: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, ofthe Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north IS feet thereoffor county road. Whereas the Grantor(s), Owner(s) of said described property, desire to improve the following restrictive covenants running with the land as to use, present and future, of the above described real property. NOW, THEREFORE, the aforesaid Owner(s) hereby establish, grant and impose restrictions and covenants running with the land hereto attached described with respect to the use by the undersigned, his successors, heirs and assigns as follows: Installation ofimprovements: The owner(s) of the above described property, their successors, heirs and assigns, hereby agree and covenant to: Plant and maintain two ornamental trees, within the 20 foot front yard setback, per new lot. The trees shall be planted prior to final building permit inspection. The minimum size shall be 1112 inch caliper for deciduous trees or 6-8 feet in height for conifer trees. Duration: These covenants shall run with the land in perpetuity. Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in the Superior Court of King County by either the City of Renton or any property owners adjoining subject property who are aversely affected by said breach. STATE OF WASHINGTON )SS COUNTY OF KING ) m~~~ l1ctt\tffi t 200lbefore me pers2qjl!ly apw::~ ~~~wn~be ~~ ~~ corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed i the co ra~1 ?Itf »Jrration. ~rr I~ yt'20pb Notary Pu~lic ilJ-Wld f~V t!le~ti M W.ashington Date Notary (Pnnt) vNl v·~ F-~ I4£-? My appointment expires: 1. !{OJ 7 It:> I I Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 jllllJ 1IIIrmi 425001862 CITY OF RENTON EAS 34 00 PAGE001 OF 003 . 04/25/200& 14:30 KING COUNTY, I.IA Easement for Sidewalk and Utilities Property Tax Parcel Number: 042305-9031 Project File #: LUA-04-119 Street Intersection: NE 19th St. and Queen Ave. NE Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. American Classic Homes, LLC 1. Ci of Renton, a Munici al Co oration LEGAL DESCRIPTION: (Abbreviated or full legal must go here ). The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, of the Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for coun road. The Grantor, for and in consideration of mutual benefits hereby grants, bargains, sells and delivers to the above named Grantee(s), a 3-foot easement for sidewalk and utilities over that certain property described in Exhibit "A" attached hereto. That said grantor, for and consideration of mutual benefit, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement over said property in the City of Renton, King County, Washington. This easement shall run with the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns. Grantor covenant that they are the lawful owners of the above property and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. The conveyance shall bind the heirs, executors, administrators and assigns forever. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Approved and Accepted Bv: Grantor(s): American Classic Homes LLC STATE OF WASHINGTON ) SS ~ CO~TY OF KING .). 11;\ .',( I cert~ry that ~ know or have satIsfactory eVIdence that I V /I C -(!/ ~~ &.. ~ Lu v--. signed this instrument and acknowledged it to be hislher/their free and voluntary act for the uses and purposes mention . the ins men C:\Colsonl2219 Renton Easement -fonn.DOc\ S Page I FORM 07-IS-OS/cko Exhibit "A" Legal Description for 3' Public Sidewalk & Utility Easement For Sunset Crest· A portion of the following described property: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, oftheWillamette Meridian, in King County, Washington, " , EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for county road. More particularly described as follows: Commencing at the northerly most northwest comer of the above described property; thence South 00°07'43" West, along the west line of said property, a distance of217.65 feet to the beginning of a curve concave to the northwest having a radius of 50.50 feet and a central angle of254°19'1O" and being subtendedby a chord which bears North 44°53'58" East 80.49 feet, said point being the True Point of Beginning; thence southeasterly along said curve, a distance of224.15 feet to a point of reverse curvature; thence northwesterly a distance of 35.95 feet along the arc of said curve concave to the northeast having a radius of25.00 feet and a central angle of 82°23'20"; thence North 00°07'43" East tangent to said curve, a distance of 100.07 feet to the beginning of a curve tangent to said line; 'thence northeasterly a distance of 12.37 feet along the curve concave to the east, having a radius of25.00 feet and a central angle 0[28°21'27" to a point of cusp; thence South 00°07'43" West, a distance of 111.94 feet to the beginning of a curve tangent to said line; thence southeasterly a distance of31.64 feet along the curve concave to the northeast, having a radius of22.00 feet and a central angle of 82°23'20" to a point of reverse curvature; thence southeasterly a distance of225.55 feet along the arc northwest having a radius of 53.50 feet and a central angl of 241 °32'57" to above said west line; thence North 00°07'43" East, along said west line, a distance of 11.94 feet to the True Point of Beginning. Situate in the City of Renton, County of King, State of Washington. .. Northeast 19th Street ---------------~~~ - Exhibit "B" 3' Public Sidewalkpoint of & Utility Easement Commencment For Sunset Crest - ci~ 7.5 7.51 1 S89'14'41"E 194.93' 3 2 1 LINE ARC CHORD BEARING C1 224.15' S44'53'58"W DELTA 254 '19 '10' RADIUS ru a ~ (\J CTl..-1I-1 • -111 ~~ ~II--____ -L __ -,~ ____ ~ 50.50·!!! ru:l 1 ...=.::...c...~"--+--"2--'-5 . ..0....;.00-1·1 :: ~~ ~ ~ 4 f" ~.~ ~ 25.00' ~ f'i:; Q) ~ ---:::.:c....::.:'--f----II? ~ S~"'\ .., a ~! ,-...,.~--...::_.;:_~ ____ -...J 22.00' a 53.50' z I ~ C2 35.95' S41'03'57"E 82'23'20" L1 100.07' SOO '07' 43"W C3 12.37' S14 '18' 27"W 28 '21' 27" L2 111. 94' NOO '07' 43"E C4 31. 64' N41 '03'57"W 82'23'20" C5 225.55' N38'30'52"E 241'32'57" ~~~~~~~~~~I ~~ ~ ~ 32.50' POint of / ~ l\S89 '52'17"E L3 11. 94' SOO '07' 43"W \\ -i~3' psu~ 1 ... NOT TO SCALE Beginning r~ <J"> ~ ~b ~-;?' S89 '14' 41"E 132. 01'. 8 Tract B -.... ~ ~ t----------...J (\I CTl W . (T) Af/722222Z<~~~ ;: ? Tract A o o z LEGEND: 7 5 PSUE = PUBLIC SIDEWALK & UTILITY EASEMENT EXPIRES05-23-2007 The South line of the NE 1/4 of the SE 1/4 (r Sec. 4. Twp 23 N. , Rng 5 E. W. M. N89'09'55"W 327.35' -<Xl <Xl ai CTl tD W , ru (T] IC1 ? a a z Return Address: City Clerk's Office City of Renton 1055 S. Grady Way Renton WA 98055 CITY OF RENTON COY PAGE"1 OF 116 14/25/2116 14:31 KING COUNTY, lolA Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW65 04) Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. Declaration of Covenants 2. 3. 4. Reference Number(s) of Documents assigned or released: 2.ootoOt-l-:lS'fooool Additional reference #'s on page _-_ of document Grantor(s) (Last name, first name, initial(? 1. American Classic Homes. LL . 2. . Additional names on page __ of document. Grantee(s) (Last name first, then fIrSt name and initials) 1. City of Renton .• 2. , Additional names on page __ of document. -- Le"al description (abbreviated: i.e. lot, block, plat or section, township, range) he west half of the SW Quarter of the NE Quarter of the SE Quarter of. section 4 Township 23 north, range 5 east of the Willamette Meridian in King County, Washington ••• Additional legal is on page _1_ of document. Assessor's PropertY Tax Parcel/Account Number-o Assessor Tax # not yet assigned (}f Z.'~ c)S -'I03l - The AuditorlRecorder will rely on the infonnation provided on the form. The staff will not read the document to- verify the accuracy or completeness of the indexing infonnation provided herein. .. I am requesting an emergency nonstandard recording for an addItIOnal fee as prOVIded III RCW 36.18.010. I understand that the recording processing requirements may cover up or otherwise obscure SO!lle part of the text of the original document. Signature of Requesting Party -------------------------------------------------- When recorded return to: City Cl erk I s Office Cfty of Renton 1055 South Grady Way Renton WI'. 98055 DECLARATION OF STORM DRAINAGE AND MAINTENANCE This Declaration of Joint Access, Utilities and Maintenance (the "Declaration") is being made on the date hereinafter set forth, by AMERICAN CLASSIC HOMES, L.L.C., a Washington: limited liability company ("Grantor") RECITALS: WHEREAS, Grantor is in the process of platting into eight (8) lots certain real property that it owns and legally described as follows: THE WEST HALF OF THE SW QUARTER OF THE NE QUARTER OF THE SE QUARTER OF SECTIN 4 TWNSHP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 132 FT. OF THE NORTH 330 FT THEREOF AND EXCEPT THE NORTH 15 FT THEREOF FOR COUNTY ROAD. Short Plat Lots 1 through 8, inclusive, legally described on attached Exhibit A, are affected by this Declaration. WHEREAS, Grantor is constructing a Storm Drainage Tract (Tract B), graphically depicted, and legally described on Exhibit B attached hereto, to provide storm water drainage for Lots 1 through 8, inclusive. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the Storm Drainage Tract and the improvements within the Storm Drainage Tract. NOW THEREFORE, Grantor hereby declares as follows: 1. Maintenance and Repair. The owners of Lots 1 through 8, inclusive, shall share equally the costs of maintaining and repairing the following: the Stomi Drainage Tract (Tract B), and the shared underground utilities, including the storm drainage and fencing or other landscaping. Any catch basin, if any shall be inspected and cleaned on a semi-annual basis and the costs associated wherewith shall be shared equally by Lots 1 through 8, inclusive. All costs related to storm runoff control shall be borne equally by the owners of Lots 1 through 8, inclusive. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Storm . ~~LXJ~I \\ } Drainage Tract. Provided, however, the cost of any repairs to he Storm Drainage Tract, or to other items that are to be mutually shared and maintained by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the Lot owners, all maintenance and repair decisions shall be by written consent of at least seventy-five percent (75%) of the Lot owners. After receipt of such written consent, any Lot owner incurring such maintenance cltIlkIor repair costs, shall provide a written invoice to the other owners of Lots 1 through 8, inclusive stating each Lot owners pro- rata share of such costs, and each ofthe other Lot owners shall pay the invoice within thirty (30) of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action t~ recover those amounts shall be entitled to their reasonable attorneys fees and costs. 2. Reservation. Grantors and all future owners of all or any portion of Lots 1 through 8, inclusive, reserve all rights not expressly granted hereunder. 3. Indemnity. The owners of Lots 1 through 8, inclusive, and such owners' successors and assigns, (each an "Indemnitor"), agree to indemnify, defend and hold the other owners and such other owners' successors and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Storm Drainage Tract by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portions of Lots 1 through 8, inclusive. 4. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Storm Drainage Tract in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owners, their agents, employees, tenants, contractors, successors or assigns. 5. Notices. Any notices required or permitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 1 through 8, inclusive, as the case may be, at the current mailing address listed in the records of the King County Assessor. 6. Covenants Running with the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 1 through 8, inclusive, and their respective heirs, successors and asSIgns. 7. Costs and Attorney Fees. Should an owner of Lots 1 through 8, inclusive, initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party 2 who substantially prevails shall be entitled to reimbursement of their reasonable attorneys fees, costs and expenses incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award. It is agreed that any action at law or equity shall be brought in King County, Washington. 8. WaiverlModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except in a writing signed by all of the owners of Lots 1 trough 8, inclusive. The foregoing Declaration and any rules and regulations adopted hereunder are in the best interest of the Short Plat. Any subsequent owners of Lots 1 through 8, inclusive, shall be bound by this Declaration and the terms and conditions set forth herein. Dated: AI'; I ~tl'l ,2006. GRANTOR: AMERICAN CLASSIC HOMES, L.L.C. By:Ui~F Its: Manager State ofWashirigton ) ) ss County of King ) On this day personally appeared before me MfCi~ e. { Cia c( 3~~ 'irho on oath certified that he was the Manager of American Classic Homes, L.L.C. the limited liability company that executed the foregoing instrument. And further certified that it was done as the free and voluntary deed of said company and that he had the authority to do so . .... ,""\\\\\"11' ~~ ~ ~"'~~E$1=" ," ~ .#"0~\11~~II~+'~"ll Notary Pu.blic~or Washington -~\f. ~~ ~ R 'd' d-ol.. JJ P-:: iti . OT-i ~." ~~ eSI mgat I ~ to ':. 1t.i.l\o~ Commission Exp. ;3l(f(lo ~ "'~ • ..... m~ ~ l ~ -"' ~ -0 6tE :: ~·~~~.\~~8L1C, / E ~~·"If '1'-10 -~~~ " I"l:' ".... ~ ... ;..O _ "~ ... :,,\\\\~ on." ,:. '" ry"'SH\"'~,,'" II"\\\\,,,,'\; 3 EXHIBIT A LEGAL DESCRIPTION OF LOTS 1 THROUGH 8 LOT 1: ~Y'II~ Lot 1 of Sunset Crest Short Plat, as recorded in Vol. J..o3 of Shert P48ts, at pages{)S7 to OS 3 filed under Recording No. . records of King County, Washington. LOT 2:2 0 0 60 4 25 Cfo 00 llf Lot 2 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOT3: Lot 3 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOT 4: Lot 4 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOTS: Lot 5 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOT 6: Lot 6 of Sunset Crest Short Plat, as recorded inVol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOT 7: Lot 7 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. LOT 8: Lot 8 of Sunset Crest Short Plat, as recorded in Vol. __ of Short Plats, at pages _ to _ filed under Recording No. records of King County, Washington. 4 EXHIBITB STORM DRAINAGE TRACT DESCRIPTION TRACT B ~~f"f,.~ Tract B of the Sunset Crest Short Plat, as recorded in Vol. ;2.0:? of Sill! IPs, at pages 057 to" 021-, filed under Recording No. , records of King County, Washington. 200 604 2 5 9tlOdO f 5 '\ DATE: TO: FROM: SUBJECT: J. CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM April 20, 2006 Gregg Zimmerman, Administrator Carrie K. Olson, Plan Review X723S@ SUNSET CREST SHORT PLAT LUA-04-l19-SHPL Technical Services and Development Services have reviewed and recommended approval for the above-mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Yellow File \\I:\PlanReview\COLSON'Shortplats 2006\Taylor SHPL 15m ZimSign.doc DATE: TO: ROUTE TO: FROM: SUBJECT: -., CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM April 12, 2006 Arneta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review SUNSET CREST SHORT PLAT LUA-04-ll9-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. • Short Plat drawings Also provide the following information requested by Gregg Zimmerrnen as requirement of project closeout and signing of short plat mylars. Status Of: Accel!ted Related Comments NA Y.. Project #s "7 As-Builts P-3243 Cost Data Inventory Y.. Bill of Sale Y.. Easements '3 I s:j~+ ttM;t;4 ~ II-.- t/ '. (Water; Sewer, Utilities, Hydrant, etc.) Deed of Dedication Y.. LUA04-119 Square Footage: 15,980 Restrictive Covenants Y.. Declaration of Restrictive Covenants-{Jf'::,:' ,. "I( -,h A l ..&...a.:<i Maintenance Bond Y.. Release Pennit Bond y.. (J Comments: Approval: del fA/;J1i o/zD~, of! IJ~ , Date: Kayren Kittrick Arneta Henninger Cc: Yellow File I:\PlanReview\COLSON\ShortplalS 2006'Sunset Crest SHPL 13m PR-TS Closeoutdoc DATE: TO: FROM: SUBJECT: I' CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM January 24, 2006 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 SUNSET CREST SHORT PLAT LUA-04-ll9-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. APProval:~~~~\~>j.\J,foOU I Date: 2/3/)a::{, Robert T M(c Onie, Jr. Son· e Cc: Yellow File I:\PlanReview\COLSON\Shortplats 20061Sunset Crest SHPL 09m PR-TS Closeout.doc I I DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM January 24,2006 Jan Conklin, Development Services Carrie K. Olson, Development Services/Plan Review x7235 SUNSET CREST SHORT PLAT LUA-04-l19-SHPL A copy of the above mentioned short plat is attached for your information. If you have comments or changes in addressing, please let me know. \\I:\PianReview\COLSON\Shortpiats 2006\Sunset Crest SHPL i Om JanC.doc Printed: 04-20-2006 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-119 04/20/200610:17 AM Receipt Number: R0601995 Total Payment: 12,155.57 Payee: AMERICAN CLASSIC HOMES Current Payment Made to the Following Items: Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee Payments made for this receipt Amount 3,715.32 3,416.00 5,024.25 Trans Method Description Amount Payment Credit C VISA Visa Account Balances Trans Account Code 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 or Fence Review 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 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax 12,155.57 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 .00 .00 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM January 24, 2006 Jennifer Henning, Planning Carrie Olson, Plan Review cD SUNSET CREST SHORT PLAT LUA-04-U9-SHPL Attached is the LUA folder for the short plat. We are in the final review stage of recording this short plat. If you find any short plat requirements that have not been properly addressed, please let me know. Please return comments and folder to me by Tuesday, JanuaI=Y 24,2006, so I can proceed to final recording. Thanks. <J'OVVL ;5( I iUJr96 • Mitigation Fees have been posted to the LUA and will be paid prior to recording. • Demo Permit B050411 was finaled 8-10-05. APpmval~lih Jen ifer Henning , Date: Cc: Yellow File 1:\PlanReview\COLSON\shortplats 2006\Sunset Crest SHPL 08m PlnnningReview.doc DATE: TO: FROM: SUBJECT: PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT MEMORANDUM April 19,2006 Carrie Olson Jennifer Henning ~\ Sunset Crest Short Plat (LUA04-119, SHPL) \/. The Sunset Crest Short Plat has provided a conceptual landscape plan and photographs of the fence for the stormwater detention pond. The plan is attached to this memo and should be added to the project file. The plan is approved as proposed. v/ The requirement for planting of two trees per lot will be tied to the individual building permits. Trees must be installed prior to the final inspection of the individual houses. VThe applicant is required to provide notes on the face of the short plat for utility locates (see below), maintenance agreement, and restrictive covenant for the planting of two trees per lot. "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site. " h:\division.s\deveiop.ser\dev&pian.ing\jth\tempiates\standardmemo.doc ,,6\\QY.\ ~\1>r-V\ ~~*,I('(V } _ .. . _ t.. I"t'~G(i'l?JVr¢ -t-"'t,ce epA~-SE$~"4lCe ~frP J 1 -. II· 10 RO~ RU~&A --~~" ~\2 .Cfe~ l:e ROC~O~ (PIN l' d" Hrre MI~) /2.,1 CPF::P 01 I \ TRACT e D~N~ ~ I (;, I HI &tt :;xH ... \ D WODD fENG...4 0 O~ NtRm siPS (,:,'111'* \1 CHAiN L-II~~ 1 ~$t?N . [l s:>U11\ 51Dr=. . /'--, fA{ MChN~ !j . . //1 j-'---""--II I~eo. FL-f) ~""ff-4~.;.. GupJUvtfr P'I} . . "// /1 fMeNeI COTbN eJrSrE{< .,.,,-F r ' 1ft 11-IAII' n III J...P. P'I 11::/ I rr vv "'1,.1 VW('lV' ~ ,// \I~ N\~~ Aq'U1Ft-VIVM .. __ .--.---~/--"'1 0)';) ./ i \ r0 \ rtl~H ~\..tP VfOt)DFeN~cE---.. .:;:5(fAt.. \ ~~cnoo) I) ~tt Pl~® ~ $ ~r{ CeHf. 2-) LANt~PPeP ,A-R e.A-I ro ,I HAt-. WIDe ClN ~U11\ G.loe~(._:) .:... Q Pi \'Ii. M . I .'. p ". ."- I ,1 .~: .+·p.P.' .-~~",j.,;.i-t.-. . ._ 'W . .' c-/; ::.:-", . .~ I .• c". ~ y V '-:' :".6' .. t3'AE;;I L"..iHe~"1 . _-.-------. I -V /1.." ........ -....____---1:7 _______ ---~--. -~ --3.) I..tf*\:. SI-fR,~ HE. A~, Gf'IS\ ~oc. .'16DltJM S~~ ~ ~ I ..k :,' c> c. kND M~N fA 2. .,1 00 I _r--. .--''''---------"- ------- ----_ .• --_., !.. .,,- '~ ~I'U>' 171-1'1 ='20 w,Eji·T.:I:..D4""· ~. ,pav.e;q.~11-0tQ. L J _Ai ::.e:S>.. . ,.... iO'IU' -~-' :.:.. .. l.. I • A:P,f::~:", .. .' ~ -.. . ~ -\ _.-.. ---. -___ -I,. -----~ ---\-\-'" --"'-.-----~ _. --.--------._\ . ____ . .--~. .' ... -.. -....... --~\t-~ .~. ---~'--. . ---~ ... , .. '-1' ~ , \~ FbV1ef!, I i. _. '. ___ -__ \ \\ L.'N~ " _ .. ..-., ,-,,:,.--.-----\ \' ------------I -~ __ ::::--jr' ~ l---+~--~ ~ FOR: MR. ROBERT GLADSTEIN AMERICAN CLASSIC HOMES 644 STRANDER BLW. SUITE 271 SEA1TLE, WA 9S199 tlc~N~EPTUAL~NDS6APEip~ i' .. ,'l':"":.: .. :," .. .:.0"7:.-;'''O.;'-c.-;:;,::;;-::-r~':"-;;.''''''''''::::--O-;"~c---'' SUNSET CREST SRORTPLAT 'R1Ct1AlW GRAVto6 LANP6CAPtoARCHnFCr 8126 NE 10Tlf 6TRE1!T RENTON, WA «8056 42" :iTj.~ir8 DATE: TO: ROUTE TO: FROM: SUBJECT: i CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 24,2006 Arneta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review SUNSET CREST SHORT PLAT LUA-04-ll9-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Acce~ted Related Comments NA Y.. Project #s "7 As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Square Footage: Restrictive Covenants Maintenance Bond Release Pennit Bond D Comments: --ac> L.. ol d I .' Approval: ________________________ , Date: ____ _ Kayren Kittrick Arneta Henninger Cc: Yellow File .. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM February 2, 2006 Carrie Olson ~ Sonja 1. Fesser J::>~ Sunset Crest Short Plat, LUA-04-119-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: A legal description and map exhibit have been reviewed by the city for the 20' Public Storm Drainage Easement shown on Tract A (Sheet 3 of 3) -said documents were found to be satisfactory. The map exhibit title block said that the easement was a public easement, and we reviewed it as such. However, the reference to the easement on Sheet 3 of 3 of the short plat submittal continues to name it a "Private" easement. If it is a public easement (to the city) then provide a space for the recording number thereof on the short plat drawing on Sheet 3 of 3. Please review and revise as needed. \H:\File Sys\LND -Land Subdivision & SUfVeying Records\LND-20 -Short Plats\0391\RV060202.doc CENTRE}.~ P~UINTE '-/ 'f ~ Surveying, Inc., P.S. C(TYOFRENTON ,.,,~ .... ,.. q V -.. r. ":v~ d ..: D APR 192006 8UILDINGDIV/SION Carrie Olson City of Renton April 19, 2006 lOSS South Grady Way Renton, Washington 98055 RE: The Final Plat Resubmittal of Sunset Crest Conditions of Approval, File No. LUA-04-119-SHPL-H, ECF. Dear Carrie, Enclosed please find a list of the 4 items listed in the Short Plat Review Comments portion of your letter dated April 12,2006. I) I have contacted Arnetta Henninger concerning civil construction items. The client, American Classic Homes, is handling the civil side of this project. If anything is required from the survey end, I would be happy to complete those items. At this time there are no items of concern for the surveyor. 2) Items listed on Jennifer Hennings' letter stated April 12,2006 have or are being addressed as follow. A) A note has been placed on the final plat concerning the utility locate contact for construction near the petroleum lines. See note 6 on sheet 2 of 3. B) A maintenance agreement has been created by the client's attorney and should be submitted April 19, 2006. C) A six foot high fence has been or will be constructed along the west property line. D) A tree maintenance is being submitted by the client and his attorney on April 19, 2006 to cover the planting of required trees and the maintenance. E) A landscape plan and fence is being installed for Tract B. 3) The request for removal of the public sidewalk and utility easement adjoining the new road has not been removed per our conversation on April 18, 2006 and the need for this easement. I have attached the City of Renton's easement form to go along with the previously submitted legal description and sketch. 4) American Classic Homes is submitting the originals of the Restrictive Covenant document, rather than the faxed version that they previously sent to you. If you have any questions or need any additional information, please contact me. Page 1 of 1 P.O. Box 4416 • Federal Way, Washington 98063-4416 • Phone: 253-661-1901 • Fax: 253-661-7719 , i " ,,' Plartt'ling!BuildingIPublicWorks, Department , Gregg,Zimmerman P,E.;Adiniillstrator' --,". '. -,: April'19,2006 Mr. Michael Gladstein , ' 8J80SE43ri1::St;, . ", , . MerCer IslandW A 98040' SUBJECT: SUNSET CREST SHORT PLAT LUA04," 119 Dear Mr. Gladstein: , The review submittal on the above,;.mentionedshort plathas been completed and the following,coti1inents', have been returned. ' ' . ,'. SHORT PLAT REVIEW COMMENTS: (TheseiternsarereqJiired to be eomph~tedprior to recordingofth~< '" ", -.. • • • -< .~ short phiL) LPay Transportation' an«(Fi~e'Mitigation FeesJor 7 1015 In the amount of $ 12, 155.57 imd~r LUA04~ " If9.These fees may~e'paid at the CustomerServi~es'CQunt~r on the 6th floor ofRen'tonCitY'~all. >: \ ; , Whe:ri:theabove items are completed, you may s~brintthe signed and notarized short plat myl~ (one'~~iginal " mylar;aIid one copy(onmyl~rl'9f:e,ach,sb,eet):a.lo~gw.ith~checkiIUhe amountof$15. 73( cUrrerit ~ouri~t, ' fee) madeoutto' CD&L. ' ' " ',,' . ' , , ' ' , Shquld you need to discuss any portion o,fthislett~rplea~e'¢ohtactmeat (425) 430~7235. SIncerely, ~~ . . -: ~' . '. ' . ." ~ Carrie K. Olson ' ,', ,", Devei~pinent Services, Plan Re5riew', .' . ' . .' , FAXED TO: Stephen H. WOQds;'Ceiltre Pointe Surveying 253-661.;,7719 be: '., Yellow File I:\PlanReview\COLSONlS)1ortplats 2006\Sunset Crest SHPL 14L RequestMylarStop,doc :.--> ~ -----,---'-----l-OS-S-S~o-uth-G-ra-dy-'---W"'-'a-y--R-e-n-to-n-, W-'-as-'-h-in-gt-o-n-9-S0-S-S------RENT 0 N G)' This paper contains 50% ~ matenai. 30"10 ~t consumer KathyKeolker, Mayor , April 12, 2006 Mr. Michael Gladstein 8380 SE 43rd St • Mercer Island W A, 98040 ,CITY )'FRENTON . ~ -". ,Pl~nningIBuilding/Public Works Departlllent , 'Gregg Zinimerman P.K,A4ministrator SUBJECT: 'SUNSETCRESTSHORTPLAT LUA,.04-119 Dear Mr. Gladstein: The review submittal on the above-mentioned short plat has been completeq and the following comments pave been retuined.Pleasereviewthese comments and make the necessary changes. On~e changes have , been complettxl please ~esubmit three copies of the ,short plat drawings and any other rehited documents; .:. . ...,. . SHORTPLAT REVIEW COMMENTS: l' Contact Arneta Henninger, Plan Reviewer, at 425A30-7298, for requirements to be completed on the , Civil coristruction porti9ii to your project. . ." . . . , , 2. Please see, attached memo from Jennifer Henning regarding conditions/code requirements to be addressed prior to . submitting sho;tplat mylars:. "Hlease·iridicate; ina letter of compliance, how' these items have been finaled and/or addressed. if you have questions, contact Jennifer Henningat425": 7286. 3. ~ce to the Publicside~1ICetlie tfuee '.frdar ~;ro=;dway dedlcaiI~t-Of~_-A separate 'easement is not reguired. ' ,,', • . . '. ',' . 4. Submit the'original, signedahd notarized Restrictive Covenant document. We do not accept faxed docume~ts, as originals. YoUr last subniitt~lwasneither. " 'Should youneed to discuss any portion of this letter please contact me at (425) 43Q~7235. Sincerely, If -'fJ (;/; ,'Vaf.)Z;,(,-1~r,,(jJW/7 Carrie K. Olson De~elopment Services, Plan Review _--->~FAXED TO: Stephen H. Woods, Centre Pointe Surveying 253~61-7n9 r2 ~~ I:\PlanReview\COLSON\Shortplats 2006\Sunset Crest SHPL 12L ChangeRequestStop,doc ~ -------1O-5-5-S-ou-t-h -Gr-'-a-:-dy'--W-ay--R-e-n-to-n-, W-as-hl-·n~gt-on-' -9-80-5-5------'----,-R E N TON' * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE DATE: TO: FROM: SUBJECT: PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM April 7, 2006 Carrie Olson Jennifer Henning ~ Sunset Crest Short Plat (LUA04-119, SHPL) The Sunset Crest Short Plat must address the following conditions/code requirements prior to recording: 1. Per ERC Mitigation Measure No.9, the applicant is required to place a not on the face ofthe final short plat stating: "Utility Locate shall be contacted (J -800-424- 5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site. " 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. (Hearing Examiner Condition No.5) 3. Per Hearing Examiner Condition No.6, "A six-foot high solidfence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be designed to not interfere with sight distances required at intersections and driveways." Please provide a fence detail prior to installation of the fence for the review and approval ofthe project manager, or provide a digital photo of the installed fence that meets this condition. 4. Per Hearing Examiner Condition No.7, "The applicant shall be required to plant two new approved trees within the 20-ft front yard setback area of all eight (8) lots. A restrictive covenant indicating that the two trees are required shall be recorded prior to short plat recording." Please submit the tree plan to the project manager. Upon approval, trees may be installed. Trees must be installed prior to recording of the short plat. 5. Per Hearing Examiner Condition No.8, "Tract B (storm drainage) shall be fenced along its perimeter. The portions of the tract that abut Lot 8, the existing parcel to the north and third party property to the west, shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval. All fences and landscaping shall be installed prior to recording of the final short plat. " h:\division.s\develop.ser\dev&plan.ing\jth\review comments\sunset crest short plat (04-119).doc DATE: TO: FROM: SUBJECT: ADMINISTRATIVE, JUDICIAL, AND LEGAL SERVICES DEPARTMENT MEMORANDUM February 7, 2006 Carrie Olson, Office Assistant rason Seth, Records Management Coordinator Deed of Dedication; LUA-04-119; American Classic Homes, LLC, PID 0423059031 The attached original document has been fully executed and is being returned to you per your instructions. Thank you. Attachments i:\word\memo&letter\recordeddocs\carrieretumeddocs.doc DATE: TO: FROM: SUBJECT: .. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM February 6, 2006 City Clerk's Office Carrie K. Olson, x7235 Development Services, Plan Review SUNSET CREST SHORT PLAT Deed of Dedication LUA04-119 Attached is the original Sunset Crest Short Plat Deed of Dedication document that was accepted at the Monday, January 9, 2006, council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also, have Mayor sign three (I-original, 2-copies) Real Estate Excise Tax Affidavit form and return. cc: Yellow File \\TS_SERVER\SYS2\COMMON\I:\PlanReview\COLSON\shortplats 2006\Sunset Crest SHPL II m RequestMayor-ClerkSignDeed.doc ( _,__ l'~~' '!" PLEASE TYPE OR PRINT REAL ESTATE EXCISE TAX AFFIDAVIT This fonn is.your receipt when stamped by cashier. CHAPTER 82.45 RCW -CHAPTER 458-6 1 WAC FOR USE AT COUNTYT REASURER'S OfFICE' (Use Fonn No. 84-00.01 B for Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) TillS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Name American Classic Homes LLC Street 644 Strander Blvd., Suite 271 City/StatelZip Seattle, WA 98188 ADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE Name ______________________________________ _ Street (same as Grantor information) City/State/Zip Name City of Renton, a Municipal Corporation Street 1055 South Grady Way City/StatelZip Renton, WA 98055 ALL TAX PARCEL NUMBERS 042305-9031 COUNTY TREASURER PLACE ASSESSED V ALUE IF TAX EXEMPT II LEGAL DESCRIPTION OF PROPERTY SITUATED IN D UNINCORPORATED COUNTY • OR IN CITY OF Renton StrectA~re~0fpro~rtyis~prov~) ______________________________________ _ A portion of the Northeast Quarter of the Southeast Quarter of Section 4, Township 23 North, Range 5 East, W.M. in the City of Renton, King County, Washington. (Please see attachment for complete legal description.) Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW YES [J; NO fi' Classified as current use land (open space, fann [l !Ill and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofit organization? Chapter 84.36 RCW Seller's Exempt Reg. No. IQi III Receiving special valuation as historic property? Chapter 84.26 RCW [J III Property Type: Ii! land only o land with previously used building (J timber only Principal Use: 0 Apt. (4+ unit) o timber 0 agricultural iii other Road Right-of-Way o land with new building o land with mobile home D building only o residential o commercial/industrial (I) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) new owner( s) of land that is classified or designated as current use or forest land wish to continue the classification or designation of such land, the new owner(s) must sign below. If the new owner(s) do not desire to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the seller or transferor at the time of sale. The county assessor must detennine if the land transferred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. If it no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land 0 does 0 does not qualify for continuance. Date _______ _ DEPUTY ASSESSOR (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) If the new owner(s) of property with special valuation as historic property wish to continue this special valuation' the new owner(s) must sign below . . If the new owner(s) do not desire to Continue such special valuation, all additional tax calculated pursuant to Chapter 84.26 RCW, shall be due and payable by the seller or transferor at the time of sale. (3) OWNER(S) SIGNATURE Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) • If exemption claimed, list WAC number and explanation. WAC No. (Sec/Sub) 458-61-420 (1)(b) 1 Explanation transfer to government as a development requirement Type of Document Deed of Dedication Date of Document I 2. . ../ I:J lji c,;- Gross Selling Price $ 0.00 , Personal Property (deduct) $ /' Taxable Selling Price $ Z Excise Tax: State $ 7 Local $ /7 Delinquent Interest: State $ ____ .."..:./=--' ______ _ Local $ ,</ Delinquent Penalty $_,&,,7------------------ Total Due $ i> 0.00 A MINIMUM OF $2.00 IS DUE AS A PROCESSING FEE AND TAX. AFFIDAVIT I CertifY Under Penalty ofPeIjury Under The Laws of The State of Washington That The FOJCgoing Is True And Correct. (See back of this fonn). Signature of Grantor/Agent't ,\--,lV'1 4i'-" , ~",-j\ yyV--'V'" Name (print) Karen McFarland, Technical Services Date and Place of Signing: 'Ff..p, ~) ~(p Renton, WA Signature of Grantee/Agent Name (print) Ka·:th::y-:-:K-=-eo~l~ke-r-, :-M:-:A::Y::O=-R:-' ---------- Date & Place of Signing: Renton, WA Perjury: PeIjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum tenn of not more than five years, or by a fine in an amount fixed by the court of not more than five thousand dollars ($5,000.00), or by both imprisonment and fine {RCW 9A.20.020 (I C». . REV 84 OOOla (3-1 8-99) (PD 4-05-00) FOR TREASURER'S USE ONLY DCOUNTY TREASURER []DEPT. OF REVENUE []COUNTY ASSESSOR []TAXPAYER Exhibit A Legal Description That portion of the followiag described property: Project: Sunset Crest WOI# PID GRANTOR: American Classic Homes, u.c Snct Place Northeast The west half of1bc Southw'Cst quarter of the Northeast quarter of the Southeast quarter of Section 4, TOWDSbip 23 DOJth, R.aagc 5 cast, ofdle WilJamette Meridian, in King County, Waslringtnn, EXCEPT the west 132 feet oftbc oorth 330 feet 1hcreof and EXCEPT the north 15 feet thereof for c:ounty road. More particularly described as: BegiDDiDg at the D011bwoest comer of the above described property; tbaK:e South 00007'43" West, along the westline ofsaid property, a distance of217.65 feet to the begioDing of a curve concave to the 1I011hwest having a radius of 50.SO feet and a central angle of 254°19'10" and being subtcnded by a cborcl which bears North 44°53'58" East 80.49 feet; tbaIce aou1hcasIcdy aIoDg said curve, a distaoce of224.15 feet to a point ofreverse curvature; theoce ~ a dismDce of35.95 feet along the arc of said curve CXJllCnC to the northeast having a radius of 15.00 feet and a central angle ofl2"23'20"; 1bence NorIh 00007'43" East tangent to said curve, a disCance of 100.07 feet to the beginning of a curve taDgeDt to said !iDe; tbeoce northeastarly adismnce of39.54 feet along the curve concave to the southeast, having a radius of15.00 feet and a central angle of9()037'36" to a point OIl a line 10 feet south and para11el with the oorth line of said property; tbaK:e South WI4'41" East tangent to said curve, along said parallel line, a distance of 134.66 feet to the east tiDe of said property; thence NorIh 00005'32" East, along said east line, a distance of 10.00 feet to the northeast comer of said property; thence NOl1b W14'41" West, aIoog the north line of said property, a distance of 194.93 feet to the PoJatof .......... Situate in 1be City ofRmton, County ofKiD& SIaIc ofWasirington c:'CoIsoaI2219 road dedication.JXX).j ",2 FORM 07-1~51c:to 132.01' S89 '14' 41"E ..,. ~ .... I I rclC" d I 8 I .... ----- I I I I I I -, I -1 I TrClct A Exhi bit ., A" ---- _ Sunset Crest ( Road Dedication The North line of the . NE 1/4 of the SE 1/4 of Sec. 4. Twp 23 N. Rng 5 E. H.M. The East line of the H 1/2. SH1/4. NE 1/4. SE 1/4 of Sec. 4. Twp I. -23 N. Rng 5 E. H.M. . ~ w • ~ It) p o i not to scale ~~ ~~ . .:. CENTRE POINTE SURVEYING 33701 -9th Avenue South Federal Way, W A. 98003 Phone (253) 661-1901 Fax (253) 661-7719 Letter of Transmittal To: Date: ~an ZV! 'l4lb Atten: I am sending you: __ Original Drawings __ Specifications ~Prints __ Copy of Letter __ Sepias __ Samples Other: ------- ------ Copies ~ Description t2~vi.$'d Mltl'.$ ~Vl/l<-e 1-CV<S./- L uA: -0&;/-11'1-.5 HLP -H- This is transmitted (as checked below): __ For approval __ For your use ~ As requested __ For your review and comment __ Submit copies for distribution Other: --------- __ Approved as submitted __ Approved as noted Return for correction __ Resubmit copies for approval __ Return corrected prints Remarks: fv1:-d...g <.-1 6/abk"h '~S' ~ vJg,r-L 1A ... d= b <-n ~s Signed: J~.S. J aill~ary 9, 2006 Vacation: NE 4th St, City of Renton, V AC-04-006 CAG: 05-185, Burnett Linear Park Play Area Renovation, TF Sahli Construction Finance: 2004 State of Washington Audit Report Vacatiori: Jericho Ave SE, Romano, V AC-05-005 City Clerk: 2005 General Election Canvass Results Community Services: Museum Management, Renton Historical Society Community Services: Museum Supervisor Position Candidates Travel Costs Development Services: Sunset Crest Short Plat, ROW Dedication, NE 19th St EDNSP: Lodging Tax Collections to Renton Visitors Connection, Chamber of Commerce Contract EDNSP: Lodging Tax Collections to Community Marketing Campaign, Hamilton/Saunderson Contract Renton City Council Minutes PageS City Clerk recommended adoption of an ordinance finalizing the City of Renton vacation (on behalf of Bales Limited Partnership) of a portion of NE 4th St., east of Rosario Ave. NE, as ali conditions of the vacation approval have been satisfied. Council concur. (See page 11 for ordinance.) City Clerk reported bid opening on 12/7/2005 for CAG-05-185, Burnett Linear Park Play Area Renovation; 12 bids; engineer's estimate $50,000 -$60,000; and submitted staff recommendation to award the contract to the low bidder, T.P. Sahli Construction, in the amount of $57,664. Council concur. City Clerk submitted the 2004 Washington State Auditor's Office Report for the City of Renton for the period of January 1 through December 31, 2004. Information. City Clerk submitted petition for street vacation for portion of Jericho Ave. SE, south of NE 4th S1.; petitioner Mike Romano, Centurion Development Services, 22617 8th Dr. SE, Bothell, 98021. Refer to PlanninglBuildinglPublic Works Administrator; set public hearing on 2/6/2006. (See page 11 for resolution.) City Clerk submitted the 2005 General Election canvass results from King County Records and Elections, as follows: Council Position No.1, Randy Corman (8,999 -elected); Council Position No.2, Dan Clawson (7,089- elected) and Brett Kappenman (3,190); Council Position No.6, Terri Briere (8,480 -elected); Municipal Court Judge, Terry L. Jurado (5,364 -elected) and Russ Wilson (5,132). Information. Community Services Department recommended approval of a museum management agreement with the Renton Historical Society. Refer to Community Services Committee. Community Services Department requested approval to equally share the transportation costs with the Renton Historical Society to bring three out-of- state Museum Supervisor position candidates to Renton for a second round of interviews. City's cost share is $1,000. Council concur. Development Services Division recommended acceptance of a deed of dedication for additional right-of-way in the vicinity of NE 19th St. and Queen Ave. NE to fulfill a requirement of the Sunset Crest Short Plat (SHP-04-119). Council concur. Economic Development, Neighborhoods and Strategic Planning Department recommended approval of the Renton Lodging Tax Advisory Committee recommendation to allocate $119,500 of lodging tax collections to the Renton Visitors Connection for its 2006 tourism marketing efforts. Approval was also sought to execute a contract with the Greater Renton Chamber of Commerce for management of the tourism promotion campaign not to exceed the $119,500. Council concur. Economic Development, Neighborhoods and Strategic Planning Department recommended approval of the Renton Lodging Tax Advisory Committee recommendation to allocate lodging tax collections as follows: $62,500 for an eighth year of the Renton Community Marketing Campaign, and $50,000 to produce a Renton marketing video. Approval was also sought for the contract with Hamilton/Saunderson Marketing Partnership not to exceed $112,500 to administer the campaign, and for the issuance of a request for proposals for video production firms. Council concur. CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div/Board .. Staff Contact ..... . Subject: Planning/Building/Public Worles Development Services Division Carrie K. Olson x7235 For Agenda of: January 9, 2006 Agenda Status Consent. ............ . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Sunset Ordinance ............ . Crest Short Plat -LUA04-119. Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Hearing Examiner's Report & Decision Recommended Action: . Council concur Fiscal Impact: N/ A Old Business ....... . New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept.. ...... . Finance Dept ..... . Other .............. . Expenditure Required... Trans fer/ Amendment. ..... . Amount Budgeted... . . . . Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X The area to be dedicated is approx. 15,984 sq. ft. to be used for public right-of-way and emergency access. The additional right-of-way will include a 10' strip of land along the northern portion of the short plat to widen NE 19th St. and a cul-de-sac with a minimum paved radius of 50' along the western boundary of the short plat as part of the Queen Ave NE street extension from NE 19th St. The dedication is a requirement of the Hearing Examiner's decision for the Sunset Crest Short Plat, LUA04-119. STAFF RECOMMENDATION: Staff recommends acceptance of the additional right-of-way and requests the Council to authorize the Mayor and City Clerk to sign and record the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 200S\Sunset Crest SHPL 03m AGNBILL.doc Retum AJidreu: City CIerlc's Office City ofReaton 105S Soudl Grady Way Radon, WA 980SS DEED OF DEDICATION Project File i#: WA-119 Property To:.ParaI Number. 042305-9031 --... Ns:aIIJ 11$) otDncuerets IIIIIi&DCd or n:Icaed: AddidoaaI rcfcI'aIce IlIIIIIIIas .., OIl PIIO_· GnaC8r(I): Gnatee(a): 1. AMERICAN CLASSIC HOMBS u.c 1. City ofR.eatoa, a MuDicipa1 CoIporation LEGAL DESCRIPTION: (Ahbrevimed or foJ/ legal must go here. Additioaallcgal on page 2) The wat half oltho Soudlwat quarta' of tho Northeast quarfa' of tho Soutbcast qU8I1er' ofScction 4, Towusbip 23DOdb, R8DF S east, oltho Wil ......... Mcridiau, in ICiag County, Was1ringtoo, EXCEPT tho wat 132 feet of tho oorth 330 feet 1beJeofad EXCEPT tho DOfth IS filet IbcRoftor couaty road. The Gmotor, for IIDd in COIIIIicIcndoa ofmmaal batc:fits COIMyS. quit daims, dcdM .. aad dooaIa to the GraaIIec(a) u II8IIIed ~ the Ibo¥c delcribed tal C8Cate si1uated ill the Couaty ofKhl& s..ec of Washington IN WITNESS WHEREOF, I haw beaWlllO set my hand ad seal tho day ad,ear as wriUm below. NCICary Seal must be within box Gnmtee(I): City of Renton . Kathy KeoJkec-Wheelec, Mayor Bonnie L Walton, City Clcdc STATE OF WASHINGION ) SS COUNTY OF KING ) m~j/:ttl11S&f1 to:!::::&r CHARlES F. KOKKO ofCbe 0CIIpCII1Itiaa that cxa:uted the within instlillPeat, and IICbowIecIp Cbe Aid NO~AR .y. DJ. to LIC iIISInImaIl to be the he and wIuntary act and deed of s8icI corporatioo, for Che 1ISC8 . "'" rue and purJIOII8 dMniD mradcJacd, and each 00 oath 8IIItIDd that bo'ahe was audIori2ed STATE OF WASHINGTON' .:.:... said t and that Ibe seal is the corporlle _ ofsaicl COMMISSION EXPIRES ., ........ .;MA;R~CH~19~1 ~20~06~.J.J;L:;::;p;;d!it~~~:=i;:;;:;~~=-;-;-;------1 fORM 07-ls-osIcko Exh11ritA Legal Description That portion of the fo1lowiDg described property: Project: SUDSet Crest WOII pm GRANTOR: American <lassie Homes, u.c Street: Placc Nor1hcast Tbc MIt half of abe Swthwest quarter' of the Northeast quarter of the Southeast quarta' of Section 4, Towasbip 23 DOrtb, Range 5 cast, of the WjJlarr.toUc MeridiaD, in Kiog County, wasbiogtoo, EXCEPT the west 132 feet of the uorth 330 feet 1hereof aad EXCEPT the DOI1h 15 feet dKftoffor county road. More particulady described as: Begiaaiag at the DOIlhwest comer of the above desc:ribecl property; abcnce Soudl 00007'43" west, along the west line of said property. a cIistanec of217.65 feet to the begiDaiDg of a CUI'W coacaw to the II011IrM:st havhJc a radius of SO.SO feet and a ceutral qle of 254°19'10" and beiDg subCmded by a c:bonl which bears North 44°53'58" East 80.49 feet; tbr.acc eoudlcastctly aloDa said carw, a cIistaDce of224.15 feet to a point ofreverae curvature; tbr.acc Do .. hw ....... 1y a cIisCmce of35.95 feet along the an: ofsaid curve c:cmcave to the DOrtbc:ast having a J'Idius of 25.00 feet mel a c:cnIraI qIe of8r23'2O"; 1baIce North 00007'43" East 1aDgeDt to said curve, a ctiscaDce of 100.07 feet to the beginning of a cane taDgeDt to IIid line; theocc DOdbeast&:ly a ctistaDce of39.54 feet aloDg the CUIW CXJOCal'C 10 the southeast, baviDa a radius of25.00 feet mel a CCIdral aosIe of9C)037'36" to a point OIl a line 10 feet SOUIh and parallel willa the DDI1h line of said property; 1bcoce SouIb 891'14'41" East taDgent to said curve, aIoog said parallel line, a disIance of 134.66 feet to the east IiDc of said property; tbcnce North 00"05'32" East, along said east line, a disIancc of 10.00 feet to die DOI1bcast COllI« of Slid property; 1bcoce Nortb WI4'41" West, aloag 1be nor1h tiDe of said p-opcrty. a disIance of 194.93 feet to the Pelatof ......... Situate in 1be City of Rmton, County ofKiD& 8Catc ofWashingMn c:'CoIsoaI2219 road dedication.JX>C\j FORM07-IU~ 132.01' 8 S89 ·14' 41"E T ... (1 ....... .... 1 I, v\. °1 ... I Exhibit " Aft ---- -Sunset Crest ( Road Dedication The North I1ne of the . HE 1/4 of the SE 1/4 of Sec. 4. Twp 23 H. Rng 5 E. H.M . The East I1ne of the N V2. SNV4. HE 1/4. SE 1/4 of Sec. 4. Twp I. .....23 N. Rng!5 E. N.M. not to scale I.LI • ---.~ It) 0 • -, Ii I 1 .... -----------I 1 I T ... O" ... A I I, v\' n 1 I J t;'} f; :u ?o :1 .= g-o .. Ul 10 > t;; ~ .. SUNSET CREST SHORT PLAT BL075 NEIGHBORHOOD OCTAIL PUW Jns NC '9th ST. ~ , r- JAEGER ENGINEERING 9419 South 204th Place Kent. WA. 98031 Phone No. (253) 850-09J.4 Fox No. (253) 850-0155 » -U 0 ::u ::1 0 z 0 -. ,.. ::r (J) ~ ~ " -~ Ul ...., 0 ::1 0 z -~ -f 0 :E z Ul I -U tv VI Z ::u » z G') ...., 01 p1 ~ ~ January 20, 2005 OFFICE OF THE HEARING EXAMINER CITY OF RENTON Minutes APPLICANT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: DEVELOPMENT SERVICES REPORT: PUBLIC HEARING: Mark Rousso J&M Land Development, Inc. PO Box 2566 Renton, W A 98056 Sunset Crest Short Plat LUA 04-119, SHPL-H, ECF 3715 NE 19th Street Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site. Development Services Recommendation: Approve subject to conditions The Development Services Report was received by the Examiner on December 14,2004. After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the December 28,2004 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, December 28, 2004, at 9:01 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Short Plat Plan Exhibit No.4: Preliminary Drainage and Utility Plan Exhibit No.5: Zoning Map The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The subject plat consists of3.58 acres which are proposed to be divided into eight lots. The site is located north ofNE Sunset Boulevard, access Sunset Crest Short Plat File No.: LUA-04-119, SHPL-li, ECF January 20, 2005 Page 2 to the site would be from Union Avenue NE to NE 19 Street. A utility easement is located on the westerly portion of the site. There are steep slopes on the site that encompass a significant amount of the southeast portion of the site. There are two gas pipelines that cross the western portion of the property and f:irther to the west are the overhead transmission lines. Also located on the site is an unnamed tributary that tra\erses the southeast portion of the site and drains into Honey Creek, approximately 75-feet to the south of the site. There are two tracts proposed, Tract A the sensitive area tract which would contain all the sensitive and protected slopes as well as the tributary and Tract B which is proposed for the drainage wet pond located in the western comer of the site. This subject land is vested to the R-8 development regulations that were in effect prior to the new code effective date of November 10, 2004. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with nine mitigation measures. No appeals were filed. The subject site is designated Residential Single Family on the Comprehensive Plan Land Use Map. All land use elements, housing, environmental elements of the comprehensive plan are in compliance. The net was calculated to 5.4 dwelling units per acre which complies with the density requirements for the R-8 zone. The proposal's compliance with all building standards would be verified prior to the issuance of individual building permits. All lots comply with arrangement and access requirements of the Subdivision Regulations. The proposed lots appear to have sufficient building area for the development of detached single-family homes. Access to Lots I through 3 is directly to NE 19th Street, lots 4 through 8 would have access from the new public road (Road A). Street improvements along the frontages ofNE 19th Street and Road A are required, including pavement, sidewalks, City of Renton streetlights, and street name signs. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove offruittrees are in the southwest portion. The western edge of the property is cleared for the large overhead power lines. All vegetation in the sensitive areas would be maintained. To protect the privacy of an abutting neighbor west of the proposed development staff is requiring that a six-foot high fence be placed along the entire west property line of the proposed development. The staff further recommends that the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for aJl lots within the short plat. Fire, Traffic and Mitigation Fees are proposed. The site is located within the boundaries of the Renton School District. The School District has indicated that they can accommodate the additional students. The project would include the development of a new detention pond and a wetpond located near the west property line of the site within Tract B. Staff recommends that Tract B be fenced along its entire perimeter. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-.l, ECF January 20, 2005 Page 3 The site is located within the City of Renton water service area. An 8-inch water main and service lines are required to be installed, including fire hydrants. There is an 8-inch sanitary sewer main in NE 19th Street. The sewer needs to be moved to the east side of the centerline. Each lot must be served with an individual side sewer. Staff recommends approval of this short plat subject to five conditions. James Jaeger, Jaeger Engineering, 9419 S 204th Place, Kent, W A 9803 I stated that they have been working with staff and agree with the conditions mentioned. Regarding the Olympic Gas Pipeline, it is within the Defense Department Easement, the common easement with the pipeline and the PSE power lines. They have been surveyed, they are 80 to lOO-feet from the edge of the easement. In respectto the steep slopes, there was a geotechnical report prepared that addressed the steep slopes, building setbacks for houses and the drainage plan. The recommendations from the report were that any structures be I O-feet away from the edge of the 30% slopes. The pond is actually over 30-feet from the top of the 30% slopes and 20-feet from the edge of the pip'!line. In the staff report, item G, Department Analysis Description, in the first paragraph, Tract A and Tract Bare reversed. On page 7, Access and Street Improvements, it talks about the additional 10-feet that will be necessary along NE 19th Street as additional right-of-way. Lots 1,2 and 3 can be slid an additional four feet in order to provide the 10 feet and take that space away from Lots 4 and 5, it does upset the building envelope on Lot 5, more significantly than Lot 4. Right now there is IS-feet of right-of-way on their half right-of-way on NE 19th Street, a 16-foot road will fit to the curb plus a 5-foot sidewalk in a 2 I-foot half right-of-way. A 42 foot right-of-way is the minimum and fairly common in new short plats. The Examiner asked if Lots I, 2 and 3 could be shortened? Mr. Jaeger stated that Lots I and 2 were at the minImum area now. It could be accommodated with Lots 4 and 5, but it seems that there would be four extra feet of right-of-way that would not be used. Regarding the six-foot high wood fence along the entire west property line, they would like to modify that to the west property I ine of roadway and even Lot 8 and possibly the north line of Tract B, up to a point where the pond fencing would intersect with it. With the pond fence, it states "no chain link, if possible". If we used vinyl coated chain link within the easement area that did not front Lot 8 or the offsite property to the north, it seems it would not present any aesthetic problem because there is nothing that would view the fence. Roger Allan, 3629 NE 19th Street, Renton, WA stated that he resides to the west of the proposed site, by the drainage pond area. They had concerns about the fence to keep people from driving into the house as well as noise and lights. He stated that he did not have any probleins with the fencing that was proposed today. Arneta Henninger, City of Renton, Plan Review Section stated that on page 7 of the staff report it mentions the dedication of I O-feet of right-of-way. The City code requires that roadways be a minimum of 50-feet for public right-of-way, the code also allows for new development, if the applicant submits a letter requesting a modification, the internal roads may be modified down to 42 feet. The question here is NE 19th Street and that is an existing right-of-way, that is why an additional 10 feet have been requested. It can be looked at for adjustment, but with no promises. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:48 a.m. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 4 FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Mark Rousso, J&M Land Development, Inc, filed a request for an 8':lot Short Ylat. " 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # I. 3. The Environmental Review Committee (ERe), the City's responsible official issued a Determination of Non-Significance -Mitigated (DNS-M). 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 3715 NE 19th Street. The subject site is located south ofNE 19th Street and immediately west of Redmond Avenue NE if it were extended to the south. A single family home and outbuildings were developed on the site. 6. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses, but does not mandate such development without consideration of other pol icies of the Plan. 7. The subject site is currently zoned R-8 (Single Family -8 dwelling units/acre). 8. The subject site was annexed to the City with the adoption of Ordinance 4337 enacted in February 1991. 9. The subject site is approximately 3.85 acres or 167,622 square feet. The parcel is an "L" shaped lot that is approximately 640 feet long (north to south) by approximately 328 feet wide at its wide:;t and 190 feet at its narrowest (frontage along NE 19th). 10. A 200-foot wide transmission power line corridor runs at a slight northwest to southeast diagonal along the western half of the subject site. An Olympic gas pipeline is also located in that corridor. II. A tributary of Honey Creek runs at an east to west diagonal across the southeast comer of the site. Slopes in the area of the creek range from 35 to 40 percent and extend to the north and northwest. The topography in the northeast portion of the site is more gentle and is the area where the applicant proposes developing the plat. The steeper slopes would be set aside and protected as sensitive areas in proposed Tract A. 12. With the exception of the protected areas of Tract A, all vegetation would be removed from the site to allow the development of the road, access and lots. 13. A new north-south road would run south along the western edge of the subject site. It would enter from NE 19th Street and end in a cul-de-sac. The road would provide access to the interior lots. Staff noted that the applicant would have to dedicate 10 feet of property to permit the widening ofNE 19th Street. The current plans only show a 6-foot dedication. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-Il, ECF January 20, 2005 PageS 14. The applicant proposes dividing the non-critical acreage and the acreage not encumbered by the large power line or gas pipeline into eight (8) single family lots. Proposed Lots], 2 and 3 would be located along NE 19th Street with Proposed Lot 3 a corner lot. Proposed Lots 4 and 6 through 8 would front directly along the new north-south street. Proposed Lot 5 would be a pipestem located to the rear or east of Proposed Lot 4. A small portion at the southwest comer of Proposed Lot 8 would be crossed by the power line easement and the subject site's drainage easement. Staff recommended that Proposed Lots 4 and 5 be reduced to allow the four (4) additional feet needed for the 19th Street dedication. 15. Tract A, the steep slope, sensitive area, at approximately 88,020 square feet, accounts for almost half of the square footage of the subject site. It would dominate the south and southeast comer of the subject site. 16. Tract B would serve to hold the storm water detention pond. It would be located in the west central area of the site and would lie within the power line transmission corridor. ] 7. The density for the plat would be 5.4 dwelling units per acre after subtracting sensitive areas (steep slopes) and roadways. 18. The subject site is located within the Renton School District. The project is expected to generate approximately 3 to 4 school age children. These students would be spread across the grades and would be assigned on a space available basis. 19. The development will increase traffic by approximately 10 trips per unit or approximately 70 trips for the 7 new single-family homes (an existing home would have generated 10 trips). Approximately ten percent of the trips, or approximately 7 additional peak hour trips will be generated in the morning and evening. 20. As noted, storm water would be contained on Tract B. It would drain into the tributary creek by a "driscopipe" that would be placed across the steep slope to offer the least disturbance of that slope. The water's energy would be dissipated as it entered the stream to prevent erosion or scouring at the creek. 2 I. Staff has recommended that the detention system be screened with landscaping and fencing. They also recommended that the entire western perimeter be fenced. Staff also recommended that two trees be planted in each lot to restore the aesthetics of the subject site. 22. The subject site is served by City water and sewer. 23. The southwesterly neighbor was concerned about screening and fencing but accepted staff's recommendation. 24. The applicant suggested that a narrower road section or smaller dedication might help with its lot layout. CONCLUSIONS: I. The proposed short plat appears to serve the public use and interest. The applicant has made provision to protectthe sensitive areas on the subject site, actually, half the acreage. The development also works around not only those sensitive areas but the constraints imposed by the large power line and gas line easements that are also located on the subject site. Sunset Crest Short Plat File No.: LUA-04-J J 9, SHPL-H, ECF January 20, 2005 Page 6 2. The development will create additional lots in an area with urban water and sewer services. The development will also increase the tax base of the site and help achieve the City's housing objectives by increasing housing opportunities in the City. 3. The site's sensitive south slopes and creek will be protected and storm water controls will help prevent erosion and scouring of the creek. The detention system should be screened both in terms of the new lots near it and for the adjacent properties south and west of it. Staff's recommendations on fencing and landscaping appear appropriate. 4. The applicant will have to dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to the dedication which staff in its sole discretion may determine appropriate or not. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 5. While the steeper slopes are being protected, the new lots should provide some internal landscaping as suggested by staff to help avoid the raw appearance that will be caused by clearing and grading the entire site. 6. It appears that given the constraints found on and around the subject site that the proposed short plat is an appropriate method ofredeveJoping the subject site. DECISION: The short plat for eight (8) lots is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERe. 2. The applicant shall present all dedications of property to the City Council. The applicant shall dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to street widths which staff in its sole discretion may determine appropriate or not. 3. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 4. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 5. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 6. A six-foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 7. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 7 against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 8. Tract B (storm drainage) shall be fenced along its perimeter. The portions of the tract that abut Lot 8, the existing parcel to the north and third party property to the west, shall include a landscatJed visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City'S Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. ORDERED THIS 20lh day of January 2005 FRED J. KA HEARING E TRANSMITTED THIS 20lh day of January 2005 to ~he parties of record: Susan Fiala 1055 S Grady Way Renton, W A 98055 James]aeger 9419 S 2041h Place Kent, W A 98031 Roger Allan Arneta Henninger 1055 S Grady Way Renton, W A 98055 3629 NE 191h Street Renton, W A 98056 TRANSMITTED THIS 20lh day of January 2005 to the following: Mayor Kathy Keolker-Wheeler Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Stan Engler, Fire Larry Meckling, Building Official Planning Commission Transportation Division Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section J OOGof the City's Code, reg uest for reconsideration must be filed in writing on or before 5:00 p.m., February 3, 2005. Any aggrieved person feeling that the decision ofthe Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make:.\ \-"ritten request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This Sunset Crest Short Plat File No.: LUA-04-i 19, SHPL-H, ECF January 20, 2005 Page 8 request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section I 10, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., February 3,2005. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebllt the evidence. Any violation of this doctrine would result in the invalidation of the request by the Comt. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. ( DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM December 20, 2005 Arneta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review SUNSET CREST SHORT PLAT LUA-04-119-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. • Letter of Compliance • Deed of Dedication • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: AcceRted Related Comments NA Y.. Project #s '7 As-Builts Cost Data Inventory Bill of Sale Easements N/A (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication i. NE 9th and Queen Place NE; 15,984 sq.ft. Restrictive Covenants i. Tree Covenants Maintenance Bond Release Permit Bond 0 . ~,." #J.~-4 ~. ~~ . 8v----~f Comments: --.,?o ~a rtlA r .A/:~ - t IIff~~~ (I/zolo&)(~ ~iO'-'J# ~ ,tp/~ 1ftf'pkJI ~~ ( / ~w or), ~ Approval: ~ P , ,Date: : J '" ~h Kayren Kittrick Arneta Henninger / v I ~ Cc: Yellow File DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM Karen McFarland, Technical Services Carrie Olson, Plan Review x-7235 REQUEST FOR EXCISE TAX FORM FOR DEED OF DEDICATION -Sunset Crest Short Plat LUA-04-119 Attached is a copy of the Deed of Dedication for the Sunset Crest Short Plat. Please provide a completed Excise Tax Form for the Mayor's signature and return to me by Friday, January27, 2006, for further processing. According to King County's requirements a copy of the legal description should also be attached to each page of the REETA Form after it is filled out. 1 original and 2 copies. If you have questions regarding this request, please let me know. Thanks. I:\PlanReview\COLSON\Shortplats 2006\Sunset Crest SHPL 07m ReqExciseTaxForm.doc -CITY ·L.F RENTON Kathy Keolker. Mayor PlartningIBuildingIPqblic Works Department GreggZirilmermanP.E., Administrator , January 20, 2006 Mr; Michael Gladstein 8380 SE 43ro St ' Mercer Island W A 9.8040 SUBJECT: SUNSET CREST SHORT PLAT LUA-04-119 Dear Mr. Gladstein: The review submlttal on the above-mentioned short plat has beeri completed and the folloWingcOliunents have been return:ed. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat draWings and any other related' documents. SHORT PLAT REVIEW COMMENTS: 1. Contact ArnetaHenninger, Plan Reviewer, at 425430-7298, for requirementstobe completed on the, , civil construction portion to your project. 2. The "DECLARATION" block appears to be in error. See the attachment for the needed correction. 3. Provide a bearing to center for the PC of the cul-de-sac on the west boundary of the subject plat. 4. 'See the circled items on the attachments that need to ,be corrected. 5. The "DECLARATION OF 'COVENANT'~block is noted twice on Sheet 1 of 3. The first one is " , noted under the "DEDICATION" block (no title included). The second entry is 'located in the lower .' left-hand comer: of Sheet 1 of J. Only one block is tequired~ 6. Add "-SHPL", at the end ofthe"LUA" number (noted in the upper right-hand comer of all three 7. The wording of the "NEWPIliVATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MAINTENANCE AGREEMENT" block (Sheet 20f 3) was provided as an example. The private, IS?· drainage easement to be 'created on Lot 8 needs wording more appropriate for said easement. Review and revise as needed. 8. Submit the original, signed and notarized Restrictive Coyenant document. W~ do not accept faxed documents as, ~riginals. Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, /7' ,--// /J /~/ -(/a~~JC;r\,:-f{//~L#J!l?/J Carrie K. Olson Development Services, ' Plan Review FAXED TO: Stepheri H. Woods, Centre Pointe Surveying 253-661-7719 _'_:\p_lanR_e_Vi_eW_\C_O_LS_O_N\_,_Sh_ortp....,.,_la"'-ts_200_6\S_un_s_et_C_re_st_S_HP_L_O_6L_c_h_an_g_eR_eQ_u_es_tS-,-to_P,_dO_C ________ ~R'" E N T 0 'N' 1055 South Grady Way -Renton, Washington 98055 ® This paper contains 50% recycled mateoiai, 30% post consumer AHEAD OF THE CURVE .-' DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS OF THE LAND.~IN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58,17.060 ' AND DECLARE THIS SHORT PLAT TO BE THEG T A nON OF SAME. AND THAT'D SHORT PLAT IS MADE WITH THE FREE CON TAIN WITNESS WHER OUR HANDS AND SEALS. ..4JD llj ~~ Wtj4 ~~~ .. / bee \ Re: Cf'" f1.tF OWI-J.l?:.R5. ~ THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BeNEFIT TO i ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE ! BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL , FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL , .. -_-.. RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. By: ________________________ ___ It·s: __ ~~----------~-------American Clasic Homes, LLC, a Washington Limited Liability Company APPROVALS: By: ________________________ ___ It's:~~~~--~~--~-------Sterling Savings Bank, c/o Action Mortgage EXAMINED AND APPROVED THIS _______ DAY OF _____________ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED ANO APPROVED THIS DAY OF 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR TREE MAINTENANCE: RESTRICTIVE COVENANT FOR THIS SHORT PLAT DECLARATION OF COVENANT: THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PLAT. ROAD DEDICATION: QUEEN PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER _____________ _ . -' w w 0 -z 0 0 • 0 ..... ~ W : rn \ w I\) ~ ~ \ ..... \ \ The west line of the E 1/2. SW 1/4 Sec. 4. 23 N. Rng 5 E. W.M. Tract B Storm Pond 20920 SF \ \ ~ .... .... =' m 7.S' C\J 0 to -(1') UJ : (1') -q- I"-0 • \~ Sa9"14'41"E 159.88' ..... ~ 1..c:I Q>1! ~ ~ CY 7.5' 17.5 · ". I'l " '1 ('I') LO • N 0 N -N UJ · I'l ~ · " 0 " 0 0 Z 1 3 5260 SF B UJ N I'l UJ . N I'l 1 in 4500 SF ? IIl25l in 4500 SF ? lID]] 0 0 z 50. o o z 50.00' 94.99' S89"14'41"E ~ 65.00' N. I'lo in0 The E ?o 5 _ W 1/2 olD 0 NE S/ ~ 6210 SF 0 c, lmIID CD t.----.. N. ___ L.-.. V.Og' 45"29'06· 1 ssg '52 '17'£ . 32.50' 104.09' 485? SF I w-:-:--_£mlm __ ...... ~ Roadway Ree.No. Sa9 "14 . 41 .. E 98. 92 • ~ 7 5920 SF IlB01I • • 8 m ~ffi 10 ~~------______________ ~oo S89"14'41"E 129.11' ' 00 I'l .;r . . m " LO 0 " I'l 0 0 " z ___ ~1I'mR o ~~~~~~~~~ ..... S76"4 --c ---..:::.. 5 ' -_.... 19"£--r-~ 1659-6- \ \ \ \ ---...:..:::' ---------... Tract A Sen81tiv'.,Area 87280BF -----,.... CD m LO I'l TO OVIM ;! AQAO:, . .. • ill .-' PSuti • ur OLYM REC " ,'. L .. -.'. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM January 19,2006 Carrie Olson Sonja J. Fesse~ Sunset Crest Short Plat, LUA-04-119-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: The "DECLARATION" block appears to be in error. See the attachment for the needed correction. Provide a bearing to center for the PC of the cul-de-sac on the west boundary of the subject plat. See the circled items on the attachmentS that need to be corrected. The "DECLARATION OF COVENANT" block is noted twice on Sheet 1 of 3. The first one is noted under the "DEDICATION" block (no title included). The second entry is located in the lower left-hand comer of Sheet 1 of 3. Only one block is required. Add "-SHPL" at the end of the "LUA" number (noted in the upper right-hand comer of all three drawing sheets). The 20' storm drainage easement (currently named a private easement on the latest submittal) appears to be a public easement (to the City of Renton). Correct as needed (Sheet 3 of 3) and provide a space for the recording number thereof on said Sheet 3. The wording of the "NEW PRIV ATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MAINTENANCE AGREEMENT" block (Sheet 2 of 3) was provided as an example. The private 15' drainage easement to be created on Lot 8 needs wording more appropriate for said easement. Review and revise as needed. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0391\RV06OI09.doc January 19, 2006 Page 2 Comments for the Project Manager: Is the form used by the applicant for the restrictive covenants (tree planting covenant) document sufficient for city purposes? Include in the recording document instructions that the recording numbers for the Restrictive Covenants Tree Planting Covenant document, the Deed of Dedication document, the Storm Drainage Easement document and the 3' Public Sidewalk and Utility Easement document be noted on the short plat drawing. H:\FiJe Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short PJats\039J\RV060109.doc\cor f I I )1 ,I Ii ~=I!JJI "'" Submitting Data: Dept/Div/Board .. Staff Contact. ..... Subject: " . CITY OF RENTON. Go,uNtiL AGENDA BILL Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 I Al #: For Agenda of: January 9, 2006 Agenda Status Consent ............. . Public Hearing .. x Acceptance of additional right-of-way to comply with City of Renton code for new short plats and the Sunset Crest Short Plat -LUA04-119. Cor~esponde!l~ ...~URJ~~5 Ordmance ... ,\" .. , ..... ~ iL fl. . Resoluti?n ... J. j Xm_CJ., ~~~~ Old Busmess·····l:":'\,Jf~-Ie· p~ '\)'h~1- rE-xh-I-·b-it-s-: ------------------; New Business ... '7J.£J Ii.' I f.UJ '1//4/05 . r....~~. , -., Deed of Dedication Study Sessions .. ,--_.;..1.;..... I ___ I--___ ..J Exhibit Map Vicinity Map Hearing Examiner's Report & Decision Recommended Action: Council concur Fiscal Impact: N/ A Expenditure Required .. . Amount Budgeted ...... . Total Project Budget SUMMARY OF ACTION: Information ........ . Approvals: Legal Dept ........ . Finance Dept. .... . Other .............. . Trans fer/ Amendment. ..... . Revenue Generated ........ . City Share Total Project. x X The area to be dedicated is approx. 15,984 sq. ft. to be used for public right-of-way and emergency access. The additional right-of-way will include a 10' strip of land along the northern portion of the short plat to widen NE 19th St. and a cul-de-sac with a minimum paved radius of 50' along the western boundary of the short plat as part of tlie Queen Ave NE street extension from NE 19th St. The dedication is a requirement of the Hearing Examiner's decision for the Sunset Crest Short Plat, LUA04-119. STAFF RECOMMENDATION: Staff recommends acceptance of the additional right-of-way and requests the Council to authorize the Mayor and City Clerk to sign and record the Deed of Dedication. [;\PlanReview\COLSON\Shortplats 2005\Sunset Crest SHPL 03m AGNBlLL.doc 1 I I I I I I I · ; .... ,r t'" \., ."!"'" - Return Address: City Clerlc's Office City ofReDton lOSS South Grady Way Renton, WA 98055 DEED OF DEDICATION Project File #: WA-119 Property Tax Parcel Number: 042305-9031 Street Intersection: NE I Street " Queen AWIlue NE Rtdio:: .. NaIber(.) oIl)ocmncrds aaipaI or rdaIsed: AddidoaaI refereDce IIUIIIben are OIl""_o Graator(l): Gnntee(a): 1. AMERICAN CLASSIC HOMES LLC 1. City ofRentoD, a Municipal CoIporation LEGAL DESCRIPTION: (Abbreviatedor foIllegaJ must go here. Additional legal on page 2) The west half of tile .Southv.ut quarter oftbe Northeast quarter of tile Southeast quarter ofScction 4, ToWIIIIbip 23D01th, RaIIge 5 east, of tile wm!l1!1t!He Meridian, in IGog County, Washington, EXCEPT tile west 132 feet of tile north 330 feet tbenlof aDd EXCEPT tile north 1 S feet thereof for county road. The Oraator-. for and in considcntioa of mutual bcnefi1s conveys. quit deims, dccIic:ata and doaata to the Granrec(s) 88 II8IIIeIl allow, the ~ dacribod R81 c:scam situated in the County ofKin& Slate ofWasbington. IN WITNESS WHEREOF, I have hereunto set my baud aDd seal tile day aDd year as written below. Notary Seal must be within box v------,N."-,,.', CHARLES F. KOKKO NOTARY PUBLIC 1 STATE OF WASHINGTON' COMMISSION EXPIRES ", MARCH 19,2006 Gnntee(I): City of Renton Kathy Keolker-Wheeler, Mayor Bonnie L Walton, City Clerk STATEOFWASHINGfON )SS COUNTY OF KING ) m~ft(tl!lStr1 m 2=-=::::&r of the COIpOI'IItiOll that GCICUted the within instrumeot, and acknowIecIp the said instrumaII m be the he and voluntary act and deed of s8id corporatioD. for the uses and JIUI'POIMB dMnin mentionod. and each 011 oath sIataI dud ho'sbe was auIbori2ecl m execute said . t and dud the seal eel is the eotpOiate seal of said corporation. Pap 1 FORM 07·ISwOSIcko ,'., ,,;j ". Exhibit A Legal Description That portion of the following described property: Project: Sunset Crest WON PID GRANTOR: Amc:rican Classic Homes. LLC Stm:t: Place Northeast The west half ofebe Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 cast, of the Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet tbcreofand EXCEPT the north 15 feet thereof for county road. More particularly described as: BegioDiDg at the uortIrweat comer of the above described property; thence South 00"07'43" West, aIoog the west line ofsaid property. a distance of217.65 feet to the begimJiDg of a curve conc:ave to the 1I01lhwest haWig a radius of 50.SO feet and a central angle of 254°19'10" and being subtended by a chord wbicb bears North 44°53'58" East 80.49 feet; tbeDce soutbcasterly aloag said curve, a distaDce of224.15 feet to a point ofreverse curvature; thence DOJ1hwesterly a distance of35.95 feet aloag the axe of said curve concave to the northeast haWig a radius of 25.00 feet and a central qle of 820:23'20"; thence North 00"07'43" East 18Dgent to said curve, a distance of 100.07 feet to the beginning of a curve IIIDgent to said line; tbeoce DOI1heasImiy a distanc:e of39.54 feet along the curve concave to the southeast, having a radius of25.00 feet and a c:entraI angle ofCJ003T36" to a point on a line 10 feet souIh and parallel with the D011h _ of said property; thence South ~ 14'41" East tangent to said curve, along said parallel line, a distance of 134.66 feet to the east line of said property; thence North 00"05'32" East, aIoog said east line, a distance of 10.00 feet to the nortbcast comer of said property; thence North ~14'41" West, along the north line ofsaid property, a distance of 194.93 feet to the PoIat af .... nalng Situate in the City of Renton, County of K.in& SCate ofWashington c:'CoIsoDI2219 road dedication.J)()C\j Page 2 FORM 07-IUSIcto 8 "f relet I ~---- I I I I I I -, I ... I Trclct A Exhibit tt AU -__ _ _ Sunset Crest l Road Dedication The North line of the . NE 1/.4 of the SE 1/.4 of Sec. .4. Twp 23 N. Rng 5 E. W.M . The East line of the W i/2. SW 1/ 4. NE 1/4. SE 1/4 of Sec. 4. Twp .~3 N. Rng 5 E. W.M. . OJ ('11 10 W • ~ . ." ? o ~ not to scale " . ,~ g- "51 i~ .. I <;) ;0 i'O i 2: (') III if (') > f;j AIr; .. SUNSET CREST SHORT PLA T 8 LOTS NEIGHBORHOOD DETAIL PLAN .3715 Nt '9th ST. » -U 0 ;;0 ::j 0 Z 0 ..... ~ :r (J) y> !'1l '-.... _.f>. (/) fTI 0 ::j 0 Z _.f>. -; 0 :E z (/) I -U N U Z ; ;;0 » z '=' \ r-G) fTI (]I fT'J ~ s::: """'''''' JAEGER ENGINEERING 9419 South 204th Place Kent. WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 ) _. _ f January 20, 2005 OFFICE OF THE HEARING EXAMINER CITY OF RENTON Minutes APPLICANT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: DEVELOPMENT SERVICES REPORT: PUBLIC HEARING: Mark Rousso J&M Land Development, Inc. PO Box 2566 Renton, W A 98056 Sunset Crest Short Plat LUA 04-119, SHPL-H, ECF 3715 NE 19th Street Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site. Development Services Recommendation: Approve subject to conditions The Development Services Report was received by the Examiner on December 14,2004. After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the December 28, 2004 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, December 28,2004, at 9:01 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application, proof of posting, proof of publication and other documentation pertinent to this re_quest. Exhibit No.3: Preliminary Short Plat Plan Exhibit No.4: Preliminary Drainage and Utility Plan Exhibit No.5: Zoning Map The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The subject plat consists of3.58 acres which are proposed to be divided into eight lots. The site is located north ofNE Sunset Boulevard, access Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 2 to the site would be from Union Avenue NE to NE 19 Street. A utility easement is located on the westerly portion of the site. There are steep slopes on the site that encompass a significant amount of the south':!ast portion of the site. There are two gas pipelines that cross the western portion of the property and f:irther to the west are the overhead transmission lines. Also located on the site is an unnamed tributary that tra\erses the southeast portion of the site and drains into Honey Creek, approximately 75-feet to the south ofthe site. There are two tracts proposed, Tract A the sensitive area tract which would contain all the sensitive and protected slopes as well as the tributary and Tract B which is proposed for the drainage wet pond located in the western corner of the site. This subject land is vested to the R-8 development regulations that were in effect prior to the new code effective date of November 10,2004. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with nine mitigation measures. No appeals were filed. The subject site is designated Residential Single Family on the Comprehensive Plan Land Use Map. All land use elements, housing, environmental elements of the comprehensive plan are in compliance. The net was calculated to 5.4 dwelling units per acre which complies with the density requirements for the R-8 zone. The proposal's compliance with all building standards would be verified prior to the issuance of individual building permits. All lots comply with arrangement and access requirements of the Subdivision Regulations. The proposed lots appear to have sufficient building area for the development of detached single-family homes. Access to Lots I through 3 is directly to NE 19th Street, lots 4 through 8 would have access from the new public road (Road A). Street improvements along the frontages ofNE 19th Street and Road A are required, including pavement, sidewalks, City of Renton streetlights, and street name signs. A dedication often feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. The western edge of the property is cleared for the large overhead power lines. All vegetation in the sensitive areas would be maintained. To protect the privacy of an abutting neighbor west of the proposed development staff is requiring that a six-foot high fence be placed along the entire west property line of the proposed development. The staff further recommends that the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. Fire, Traffic and Mitigation Fees are proposed. The site is located within the boundaries of the Renton School District. The School District has indicated that they can accommodate the additional students. The project would include the development of a new detention pond and a wetpond located near the west property line of the site within Tract B. Staff recommends that Tract B be fenced along its entire perimeter. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 3 The site is located within the City of Renton water service area. An 8-inch water main and service lines are required to be installed, including fire hydrants. There is an 8-inch sanitary sewer main in NE 19th Street. The sewer needs to be moved to the east side of the centerline. Each lot must be served with an individual side sewer. Staff recommends approval of this short plat subject to five conditions. James Jaeger, Jaeger Engineering, 9419 S 204th Place, Kent, W A 98031 stated that they have been working with staff and agree with the conditions mentioned. Regarding the Olympic Gas Pipeline, it is within the Defense Department Easement, the common easement with the pipeline and the PSE power lines. They have been surveyed, they are 80 to 100-feet from the edge of the easement. In respect to the steep slopes, there was a geotechnical report prepared that addressed the steep slopes, building setbacks for houses and the drainage plan. The recommendations from the report were that any structures be 1 O-feet away from the edge of the 30% slopes. The pond is actually over 30-feet from the top of the 30% slopes and 20-feet from the edge of the pip~line. In the staff report, item G, Department Analysis Description, in the first paragraph, Tract A and Tract Bare reversed. On page 7, Access and Street Improvements, it talks about the additional I O-feet that will be necessary along NE 19th Street as additional right-of-way. Lots I, 2 and 3 can be sl id an additional four feet in order to provide the 10 feet and take that space away from Lots 4 and 5, it does upset the building envelope on Lot 5, more significantly than Lot 4. Right now there is I 5-feet of right-of-way on their half right-of-way on NE 19th Street, a 16-foot road will fit to the curb plus a 5-foot sidewalk in a 21-foot half right-of-way. A 42 foot right-of-way is the minimum and fairly common in new short plats. The Examiner asked if Lots 1, 2 and 3 could be shortened? Mr. Jaeger stated that Lots 1 and 2 were at the mllllmum area now. It could be accommodated with Lots 4 and 5, but it seems that there would be four extra feet of right-of-way that wou Id not be used. Regarding the six-foot high wood fence along the entire west property line, they would like to modify that to the west property line of roadway and even Lot 8 and possibly the north line of Tract B, up to a point where the pond fencing would intersect with it. With the pond fence, it states "no chain link, if possible". If we used vinyl coated chain link within the easement area that did not front Lot 8 or the offsite property to the north, it seems it would not present any aesthetic problem because there is nothing that would view the fence. Roger Allan, 3629 NE 19th Street, Renton, W A stated that he resides to the west of the proposed site, by the drainage pond area. They had concerns about the fence to keep people from driving into the house as well as noise and lights. He stated that he did not have any problems with the fencing that was proposed today. Arneta Henninger, City of Renton, Plan Review Section stated that on page 7 of the staff report it mentions the dedication of 1 O-feet of right-of-way. The City code requires that roadways be a minimum of 50-feet for public right-of-way, the code also allows for new development, if the applicant submits a letter requesting a mod ification, the internal roads may be modified down to 42 feet. The question here is NE 19th Street and that is an existing right-of-way, that is why an additional 10 feet have been requested. It can be looked at for adjustment, but with no promises. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:48 a.m. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 4 FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Mark Rousso, J&M Land Development, Inc, filed a request for an 8-lot Short :;'lat. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Determination of Non-Significance -Mitigated (DNS-M). 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 3715 NE 19th Street. The subject site is located south ofNE 19th Street and immediately west of Redmond Avenue NE if it were extended to the south. A single family home and outbuildings were developed on the site. 6. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses, but does not mandate such development without consideration of other policies of the Plan. 7. The subject site is currently zoned R-8 (Single Family - 8 dwelling units/acre). 8. The subject site was annexed to the City with the adoption of Ordinance 4337 enacted in February 1991. 9. The subject site is approximately 3.85 acres or 167,622 square feet. The parcel is an "L" shaped lot that is approximately 640 feet long (north to south) by approximately 328 feet wide at its wide:;t and 190 feet at its narrowest (frontage along NE 19th). 10. A 200-foot wide transmission power line corridor runs at a slight northwest to southeast diagonal along the western half of the subject site. An Olympic gas pipeline is also located in that corridor. 11. A tributary of Honey Creek runs at an east to west diagonal across the southeast comer of the site. Slopes in the area of the creek range from 35 to 40 percent and extend to the north and northwest. The topography in the northeast portion ofthe site is more gentle and is the area where the applicant proposes developing the plat. The steeper slopes would be set aside and protected as sensitive areas in proposed Tract A. 12. With the exception of the protected areas of Tract A, all vegetation would be removed from the site to allow the development of the road, access and lots. 13. A new north-south road would run south along the western edge of the subject site. It would enter from NE 19th Street and end in a cul-de-sac. The road would provide access to the interior lots. Staff noted that the applicant would have to dedicate 10 feet of property to permit the widening ofNE 19th Street. The current plans only show a 6-foot dedication. , , Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 5 14. The applicant proposes dividing the non-critical acreage and the acreage not encumbered by the large power line or gas pipeline into eight (8) single family lots. Proposed Lots 1,2 and 3 would be located along N E 19th Street with Proposed Lot 3 a corner lot. Proposed Lots 4 and 6 through 8 wou Id front directly along the new north-south street. Proposed Lot 5 would be a pipestem located to the rear or east of Proposed Lot 4. A small portion at the southwest comer of Proposed Lot 8 would be crossed by the power line easement and the subject site's drainage easement. Staff recommended that Proposed Lots 4 and 5 be reduced to allow the four (4) additional feet needed for the] 9th Street dedication. ] 5. Tract A, the steep slope, sensitive area, at approximately 88,020 square feet, accounts for almost half of the square footage of the subject site. It would dominate the south and southeast comer of the subject site. 16. Tract B would serve to hold the stormwater detention pond. It would be located in the west central area of the site and would lie within the power line transmission corridor. ] 7. The density for the plat would be 5.4 dwelling units per acre after subtracting sensitive areas (steep slopes) and roadways. 18. The subject site is located within the Renton School District. The project is expected to generate approximately 3 to 4 school age children. These students would be spread across the grades and would be assigned on a space available basis. ] 9. The development will increase traffic by approximately 10 trips per unit or approximately 70 trips for the 7 new single-family homes (an existing home would have generated 10 trips). Approximately ten percent of the trips. or approximately 7 additional peak hour trips will be generated in the morning and evening. 20. As noted, stormwater would be contained on Tract B. It would drain into the tributary creek by a "driscopipe" that would be placed across the steep slope to offer the least disturbance of that slope. The water's energy would be dissipated as it entered the stream to prevent erosion or scouring at the creek. 2 ] . Staff has recommended that the detention system be screened with landscaping and fencing. They also recommended that the entire western perimeter be fenced. Staff also recommended that two trees be planted in each lot to restore the aesthetics of the subject site. 22. The subject site is served by City water and sewer. 23. The southwesterly neighbor was concerned about screening and fencing but accepted staff's recommendation. 24. The applicant suggested that a narrower road section or smaller dedication might help with its lot layout. CONCLUSIONS: ] . The proposed short plat appears to serve the public use and interest. The applicant has made provision to protect the sensitive areas on the subject site, actually, half the acreage. The development also works around not only those sensitive areas but the constraints imposed by the large power line and gas line easements that are also located on the subject site. · ' Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 6 2. The development will create additional lots in an area with urban water and sewer services. The development will also increase the tax base of the site and help achieve the City's housing objectives by increasing housing opportunities in the City. 3. The site's sensitive south slopes and creek will be protected and storm water controls will help prevent erosion and scouring of the creek. The detention system should be screened both in terms of the new lots near it and for the adjacent properties south and west of it. Staffs recommendations on fencing and landscaping appear appropriate. 4. The applicant will have to dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to the dedication which staff in its sole. discretion may determine appropriate or not. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 5. While the steeper slopes are being protected, the new lots should provide some internal landscaping as suggested by staff to help avoid the raw appearance that will be caused by clearing and grading the entire site. 6. It appears that given the constraints found on and around the subject site that the proposed short plat is an appropriate method of redeveloping the subject site. DECISION: The shOli plat for eight (8) lots is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERe. 2. The applicant shall present all dedications of property to the City Council. The applicant shall dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to street widths which staff in its sole discretion may determine appropriate or not. 3. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 4. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 5. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 6. A six-foot high solid fence (no chain link with slats) shall be installed along the entire west property line ofthe proposed short plat. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 7. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant , , . , Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 7 against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 8. Tract B (storm drainage) shall be fenced along its perimeter. The portions of the tract that abut Lot 8, the existing parcel to the north and third party property to the west, shall include a landscatJed visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City'S Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. ORDERED THIS 20th day of January 2005 FREDJ. KA HEARING E TRANSMITTED THIS 20th day of January 2005 to ~he parties of record: Susan Fiala 1055 S Grady Way Renton, WA 98055 James Jaeger 9419 S 204th Place Kent, W A 98031 Roger Allan Arneta Henninger 1055 S Grady Way Renton, WA 98055 3629 NE 19th Street Renton, W A 98056 TRANSMITTED THIS 20th day of January 2005 to the following: Mayor Kathy Keolker-Wheeler Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Stan Engler, Fire Larry Meckling, Building Official Planning Commission Transportation Division Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section I OOGof the City's Code, reg uest for reconsideration must be filed in writing on or before 5:00 p.m., February 3, 2005. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make ~ ".-ritten request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This • I r" Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 8 request shall set fOl1h the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of tile record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., February 3, 2005. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in pUblic. This public communication pef111its all interested parties to know the contents of the communication and would allow them to openly rebllt the evidence. Any violation of this doctrine would result in the invalidation ofthe request by the COLllt. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. .... ~, ~'. ,.. .. ,', " ~ ~ ... ,' . ~ : -~' ' "". ',': . ~ . -' :. ',:',. '\,':,.':." '" ';'. ' . ~. -:~ \ ", , , ; Kathy .!(eol}{er-Wheei~~;' Mayo~ ,: c, '", ~. -:., .. ' .. ',," ;', ,\, \. .•... ,... ''\':. . ,',. ".: "-... (., ";"; ',' , ..... : .... , , , ' " )~. _ l" ;-'<-,: _ .... _ t,'> .' • ~ J" ~. ' '-' :,./ ... ~,' t • ~".' , ;' .. '. " . .... ,'. '.:~ " ,' .. :' -,'!, ', .. , ", " . ; ..... t.,· "',' .... • OJ' '.' )'. ' -.: . ',; ':",' ~\'7. ': t!, ~ " . ,' " ·· •• 1 • '1 ~ " ': ',' "'-' ',. " , , . :\-.- ~i~~~~~!f~~~I{iA: ,I "f ," ~: ,', ;-:(~'(, ,~,' ~':,~, '",~:,' \~9~d~~f~th~:ci~ AJ,q~e~"'":j,,,'~.,!'.' ,~:, ", -'., "' ,..' ~;:\"':" ~>,' --,:):'~awteIic~ J"War~~D ',:"',, ,.. ': .' . .' .,' ',,, .'~ -"1,, -, , \' ~. .' ( ... : ... , . ; "-'.' ;, ',~~,' , ;.-I ~ , '. " , , ~ , ;", .:'. , , , , , " .. ';., .l :" DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM December 20, 2005 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 SUNSET CREST SHORT PLAT LUA-04-119-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Lot Closures • Plat Certificate • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: ______________ ,'---_________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: Yellow File 1:\P\anReview\COLSON\Shortp\ats 2005\Sunset Crest SHPL 03m PR-TS ReviewStart.doc TO: Centerpoint Surveying 33701 9th Ave S. Federal Way, WA 98003 Attn: Jeff Ref.# American Classic Homes ~ PAClFlC NORTIiWEST n1LE Company af Wuhi¥rn1. Inc. 215 Columbia Street Seattle, Washington 98104 SUPPLEMENTAL REPORT #1 OF SHORT PLAT CERTIFICATE PNWT Order Number: 607360 The following matters affect the property covered by this order: A Full Update of the Short Plat Certificate from October 6, 2005, through December 9, 2005, at 8:00 a.m. has disclosed the following: The vesting has been amended to read as follows: AMERICAN CLASSIC HOMES, a Washington limited liability company Paragraph 5 of the short plat certificate is/are out, 2005 taxes are paid in full. The following paragraph(s) of our short plat certificate has/have been eliminated: 6 The following has been added as paragraph 7: 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: American Classic Homes, LLC, a Washington limited liability company Pacific Northwest Title Company Sterling Sav~ngs Bank, c/o Action Mortgage $1,150,000.00 October 19, 2005 October 21, 2005 20051021003129 The amount now secured by said Deed of Trust and the. terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) SUPPLEMENTAL TITLE REPORT Page 2 Order No. 607360 There has been no change in the title to the property covered by this order since October 6, 2005, EXCEPT the matters noted hereinabove. Dated as of December 15, 2005 at 8:00 a.m. PC PACIFIC NORTHWEST TITLE COMPANY By: LaVonne Bowman Title Officer Phone Number: 206-343-1328 ----, --_ ..... . PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, LaVonne Bowman (lavonnebowman~nwt.com) Assistant Title Officer, Daisy Lorenzo (daisylorenz~nwt.cam) Assistant Title Officer, Kathy Turner (kathytur.ne~nwt.cam) Assistant Title Officer, Peter Child (peterchild~nwt.com) Unit No. 8 FAX No. (206)343-8403 Telephone Number (206)343-1328 Centerpoint Surveying 33701 9th Avenue South Title Order No. 607360 CERTIFICATE FOR Federal Way, Washington 98003 Attention: Jeff FILING PROPOSED PLAT SHORT PLAT CERTIFICATE SCHEDULE A GENTLEMEN: In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: J & M LAND DEVELOPMENT, INC., a Washington corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $250.00 $ 22.00 TOTAL CHARGE: $272.00 RECORDS EXAMINED TO: October 6, 2005 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. fj/4{IflW.e ~ ~~---~---------------~-LaVonne Bowman Senior Title Officer Unit No. B SHORT PLAT CERTIFICATE Schedule A Page 2 Order No. 607360 The land referred to in this Short Plat Certificate is situated in the State of Washington, and described as follows: The West half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the West 132 feet of the North 330 feet thereof and EXCEPT the North 15 feet thereof for county road. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 607360 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. s. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (al Unpatented m~n~ng claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: SHORT PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 607360 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Defense Plant Corporation To erect, maintain, repair, rebuild, operate, and patrol one or more electric power transmission lines, and one or more telephone lines Westerly portion of said premises September 30, 1943 3338784 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic pipe Line Company A pipe line for the transportation of oil and gas, and the products thereof, water, or any other fluid or substance. A route to be selected February 27, 1964 5704028 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic pipe Line Company pipe line or pipe lines A route to be selected January 15, 1973 7301150412 (continued) SHORT PLAT CERTIFICATE SCHEDULE B Page 3 Order No. 607360 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Puget Sound Energy An electric and gas transmission and/or distribution system As constructed September 29, 2005 20050929001010 5. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YBAR: TAX ACcomrr BtJIIBBR: LEVY CODE: 2005 042305-9031-08 2104 CURRENT ASSESSED VALUE: Land: $340,000.00 Improvements: $51,000.00 AMOUNT BILLED GENERAL TAXES: $4,659.32 SPECIAL DISTRICT: $1.86 $5.00 TOTAL BZLLBD: $4,666.18 PAZD: $2,333.09 TOTAL DUB: $2,333.09 6. Right, title and interest of American Classic Homes as disclosed by application for title insurance. END OF SCHEDULE B Title to this property was examined by: Jeff Meyer Any inquiries should be directed to one of the title officers set forth in Schedule A. jxm/20050913002496 , ' Northeast ~ of the Southeast ~ 4-23-5 \ I , \ \ , , \ \ , I \ , , \ ..... Ie - , , , \ \ -------- \ \ , .1\ \ I I \ I I .IS.roc , -, , \ \ 't .f , I \ I , \ , , \ PACIFIC NORTHWESf TITLE Compaq}" of Washington, Inc. Order No. 607360 IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N t ." CENTRE. / pdINTE ':/ ,~ Surveying, Inc., P.S. Carrie Olson City of Renton December 15, 2005 1055 South Grady Way Renton, Washington 98055 RE: The Final Plat Resubmittal of Sunset Crest Conditions of Approval, File No. ; LUA-04-119-SHPL-H, ECF. Dear Carrie, Enclosed, please find a list of the 16 items listed in the Short Plat Review Comments portion of your letter dated November 29,2005; 1) The project engineer is actively working with Arneta Henninger to complete the construction portion of the project. 2) The Short Plat has been revised to include approvals and dedication required by the City of Renton. 3) The Dedication block has been replaced with the correct short plat wording. 4) The Surveyors Certificate has been modified to reflect Sunset Crest as a short plat. 5) Spaces have been provided for the current owners to sign and notarize the final drawings. 6) A Tree Planting Declaration of Restrictive Covenants has been submitted for review. 7) A deed for the dedicated roadway on-site has been submitted to your office and we will await any comments from the City. 8) A space has been provided for the Recording Number of said Roadway dedication. 9) The City of Renton Land Use Action Number and land record number have been added to the short plat. 10) Addresses have been added per the document you provided. 11) American Classic Homes and Sterling Savings Bank will be signing the final mylar~~\oN Spaces have been provided for them. fl ~CE \ \j E. 0 Dt.C \ ~ 1tl\)S D\NG D\\J\S\ON Page 1 of 2 Sun.: P.O. Box 4416 • Federal Way, Washington 98063-4416 • Phone: 253-661-1901 • Fax: 253-661-7719 12 &13) The private access and utility easement on Lot 8 has been addressed through the adding of the note you provided. The 20' Public storm easement across Tract A is now being shown as private per your request. 14) The aquifer protection notice has been removed as requested. 15) The 3' easement shown on the face of the short plat is per the approved engineering drawings. The utilities on-site fall within the limits of the easement. 16) Signed and notarized documents have been submitted for review. Page 2 of2 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 DEDICATION OF RESTRICTIVE COVENANTS Property Tax Parcel Number: 042305-9031 TREE PLANTING COVENANT Grantor(s): American Classic Homes LLC, Michael Gladstein, , are the owners of the following property in the City of Renton, County of King, State of Washington, as described below: LEGAL DESCRIPTION: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, of the Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereoffor county road. Whereas the Grantor(s), Owner(s) of said described property, desire to improve the following restrictive covenants running with the land as to use, present and future, of the above described real property. NOW, THEREFORE, the aforesaid Owner(s) hereby establish, grant and impose restrictions and covenants running with the land hereto attached described with respect to the use by the undersigned, his successors, heirs and assigns as follows: Installation of Improvements: The owner(s) of the above described property, their successors, heirs and assigns, hereby agree and covenant to: Plant and maintain two ornamental trees, within the 20 foot front yard setback, per new lot. The trees shall be planted prior to final building permit inspection. The minimum size shall be 1112 inch caliper for deciduous trees or 6-8 feet in height for conifer trees. Duration: These covenants shall run with the land in perpetuity. Any violation or breach of these restrictive covenants may be enforced by proper legal procedures in the Superior Court of King County by either the City of Renton or any property owners adjoining subject property who are aversely affected by said breach. STATE OF WASHINGTON )SS COUNTY OF KING ) On this _ day of 200_, before me personally appeared ___ :----:-___ ---:--:-__ to me known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Date Notary (Print) ___ --:-______ _ My appointment expires: _____ _ DATE: TO: FROM: SUBJECI': CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM December 19,2005 Larry Warren, City Attorney Carrie Olson, Plan Review, x-7235 Sunset Crest Short Plat, LUA04-119 DEED OF DEDICATION REVIEW AS TO FORM Attached for your review is the Deed of Dedication required for the Sunset Crest Short Plat. Please review as to legal form. Also, attached is the Hearing Examiner's Decision for the short plat. This document is not fully executed, but will be by the time of recording. Our target date for acceptance by Council is January 9,2006. Please review and return comments to me as soon as possible. Thanks. Cc: Yellow File I:\PlanReview\COLSON\Shortplats 200S\Sunset Crest SHPL 04m AttomeyDeedReview.doc """",, .... ,..Wheeler, Mayor N6vember 29, 2005 -Mr. Mark Rousso , J&M:' Land Development, hic . . . P.O. Box 2566 . RentonWA 98056 SUBJECT: Dear Mr. Rousso: . ' CITY '&'RENTON' PlanningIBUildinglPublic Works Department Gregg Zhnmerma,1l P.E., Admi~istrator SUNSET CREST SHORT PLAT tUA;.04-119 The review submittal on the above-mentioned short plat has been completed aildthe following comments have been returned. Please review these comments and make the necessary changes: Once changes have been completed please resubmit three copies of the short plat drawings and any other related documents. SHORT PLAT REVIEW COMMENTS: . . . . . . . . l.eontact ArnetaHeiminger,Plan Reviewer, atA25-430-7298, for ~equirements tobe complete~ on the civil construction portion to Your project ' , " 2:, Note that this subdivision isashort plat; nota plat. Therefore, remove the approvals blo~kS for the City of Renton Mayor and CiiyClerk.Also,f,¢movethe approvals blockS for the City of Renton " Finan~e,Directot, as. well as the KingColirityFirtance Division Ce.rtificate. AU the above are noted on Sheet 1 of3. 3. Replace the "DEJ)~CATION' block (Sh~etl of 3) with!! dedication block better suited fora short plat submittal. 4. The "LAND SURVEYOR'S CERTIFICATE;' block refers to "THIS PLAT OF SUNSET CREST". Again, said subdivision is a short plat. ' 5 .. Provide the appropriate number of sJ>aces for the Owner's names andsignatilres. 6. As requested in the Hearing Examiner's Report, please submit a completed Tree Planting Declaration of Restrictive Covenant document to be.recorded with the short plat mylar. Also, reference~aid document on the short plat drawing and provide a space for tlIt: recording number. See attached .' sample tree planting covenant document. 7. Note that the dedication of properties for street purposes (Queen Ave NE and NE 19th street}requires approval by the Ci,tyCouncil. Since thisisashort plat, said dedication must be achieved via a ' separate recorded instrument, a City of Renton Deed of Dedication; The dedication is to be recorded with the short plataild the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care 'of, and said document is ready to record. ,The Deed' of Dedication document includes both a legal description and a map exhibit. The legal description should be prepared, stall1ped, dated and signed by the applicant's surveyor. The' surveyor should also prepare the map exhibit. Sublllit the signed,notarized deed as soon as possible as it may take up to six weeks for Council review. The dedication process requires an updated Plat. I:\PlanReview\COLSON\Shortpl<\tS 2005\Sunset Crest SHPL 02L ChangeRequestStop.doc ~ ---.,----1-05-5--'-S-0-ut-h-G-ra-d-y-W.-:-a-y---R-:-en-t-on-,-w.-a-sh-in-g-to-n-9-g-0-5-5 --:---'""~--R E N TON ~ This paperoontains 50% recyded material, 30% ~t consumer AHEAD OF THE CURVE ': .'. '. .. ... 'Page2 ' , .,' .. ,' November 29, 2005 , '. ,'. :', ";' Certificate dated within, the" 45 -day' time frame, prior to', Council' adioIi/approval of said dedication. " , Please see attachment for a copy ~ftheapproved.City of Renton deed 6fdedication document. , ........ ' •• • "' • ' ':', < ~ ••••• ...:., ~ -;, •• ; • • : , 8.', Also, refere~ce'saiddeed docume~t Orl the short plitt drawirigandpJ;~:videaspace f6r the recordirig number., " ' ' ' " ", 9;" Note the City ~fRenton.}~ndusc;actionnurbbera~dlaridrecbrdlmtnb~r, ~UA~04-119-SHPLand LNI>~2(j"'()391;tespe~t1vely,cin·alldrawingsheets, in the spaces already provided. ' ;,'J 0; See the'at1:ac~e~t for thelot,addtesses(tobe~oted orttheshOItpl;it ~ubmittai). , , 'i 'I. All vested, o~ers, at the time of recording,'need to' sign thefinalshortplatdrawing, ; .... ., '.' .'. . ". . . '.' ,::-" ,":"'. . ;." 12. Theonlyprivateeasem~nt to be created (when the indiVidual lots aresoldt~"others'')js theprivate,. , 15' storm drainage easement overL~t&, (t(ta~~ess Tract }3). Is said ,easement to be ail equal ami'> uridivided interest for ~~ch, ofthe,.8:16is:fis·'th~;~'lW tQillaveaccess rights Qver said private ,easement to access Tract B?' Isthecity,ctd'hav~'accessJjghtson tiic~ 13? " ' 13. Because there istO.be~i:: ease~:~t'(i3:~estOim;d;:~~a~~~~~~~inent)'estal;lished when the)ots;are , "sold, a ''NEW .'PRlVATE EASEMENT FOR' ACCESS~&' UTILITIES, MAINTENANCE , .AGREEMENT;';~ta:t~m~~ti,needsi!o' ~;s'JW~}~,(b;8P. th~,."lof; 'liti~·· adjustrnentsubmittal. Se~ th~ , attachment. Adjustasneeded: ,," :t\:::';'2" ";., '~j" 14. The Aquifer prQt~~~oi/NoJce'd6~:sii~~;~aRPJy':io\~iS shrirt':Plat,~~because said short plat 'lies ju~t' , outside the boundarylor saidi,prot~c~on.~~ea::~R~.Il1ove' saidnotice'~~heet2of3). ' ,,' f~. Typically; 'an, ea~erpe~J '\<{thev~ri6us utilities (City o(~~~to~/PSJt:, COMCAST" etc.} along the ' , exterior border o'f the lot§ with 'streets is noted as 10', iI).,Wi,dth. j~ it l' ,easement sufficient? ' , .. , :f;j ", :;,.' f ,,'. ....}~ ,j.';;:'" 16. Submit,al1compl~ted, sigt;~a:~llndpotari~e,dadbuii1ents forre\1ew. ,'. . .::;',,}", . .. ,,",,: : :~.:(;...::: ," ·~f·., . ~: .. <""," ,. • SM}ildyou need to discus~ariyp~rtionofthis' letter'plea~econtactme at (425)430~7235." Sincerely, CaiTieK. Olson Developinent S~rvices, P,lan ~eView FAXED TO: Stephen H.W~(jdS; Centre Pointe Surveying 253-661~7719 ' cc: Yellow File I ." . Title for both oUhe following paragraphs: NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT Use the/ollowing paragraph if there are two or more lots participating in the agreement: NOTE: NEW PRIV ATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAlNTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. Use the/ollowing paragraph if there is one lot subject to the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIY ATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAlNTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVlNG IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. DATE: TO: FROM: SUBJECT: I ~) CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM November 16,2005 Carrie Olson 0s Sonja J. Fesser j:>'1$ Sunset Crest Short Plat, LUA-04-119-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Note that this subdivision is a short plat, not a plat. Therefore, remove the approvals blocks for the City of Renton Mayor and City Clerk. Also, remove the approvals blocks for the City of Renton Finance Director, as well as the King County Finance Division Certificate. All the above are noted on Sheet 1 of 3. Replace the "DEDICATION" block (Sheet 1 of 3) with a dedication block better suited for a short plat submittal. The "LAND SURVEYOR'S CERTIFICATE" block refers to "THIS PLAT OF SUNSET CREST". Again, said subdivision is a short plat. Note that the dedication of properties for street purposes (Queen Ave NE and NE 19th street) requires approval by the City Council. Since this is a short plat, said dedication must be achieved via a separate recorded instrument, a City of Renton Dedication Deed. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description and a map exhibit. The legal description should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within the 45-day time frame prior to Council action/approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. Note the City of Renton land use action number and land record number, LUA-04-119-SHPL and LND-20-0391, respectively, on all drawing sheets, in the spaces already provided. \H:\Rle Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0391\RV05111O.doc November 17,2005 Page 2 See the attachment for the lot addresses (to be noted on the short plat submittal). All vested owners, at the time of recording, need to sign the final short plat drawing. The only private easement to be created (when the individual lots are sold to "others") is the private 15' storm drainage easement over Lot 8 (to access Tract B). Is said easement to be an equal and undivided interest for each of the 8 lots? Is the city to have access rights over said private easement to access Tract B? Is the city to have access rights on Tract B? Because there is to be a new easement (15' storm drainage easement) established when the lots are sold, a "NEW PRIV ATE EASEMENT FOR ACCESS & UTILITIES MAINTENANCE AGREEMENT" statement needs to be noted on the lot line adjustment submittal. See the attachment. Adjust as needed. The Aquifer Protection Notice does not apply to this short plat, because said short plat lies just outside the boundary for said protection area. Remove said notice (Sheet 2 of 3). Typically, an easement to the various utilities (City of Renton, PSE, COMCAST, etc.) along the exterior border of the lots with streets is noted as 10' in width. Is a 3' easement sufficient? H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\039 I\RV05 I I JO.doc\cor r I DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM October 27,2005 Ameta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review oP SUNSET CREST SHORT PLAT LUA-04-119-SHPL . Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. • Letter of Compliance • Short Plat drawings Also provide the following infonnation requested by Gregg Zimmerrnen as requirement of project closeout and signing of short plat mylars. Status Of: Accel!ted Related Comments NA :i. Project#s "7 As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) . Deed of Dedication Restrictive Covenants Maintenance Bond Release Pennit Bond 0 Approval: ______________ ' ____________ , Date: _____ _ Kayren Kittrick Ameta Henninger Cc: YelIow File I • ..: '"-t',. . _:,..~ :. :.. ., ,_ .. . ,.; -.~_, .. a: _ , Mayor November 1, 2005 Stephen Wooqs, P.L.S. Centre Pointe Surveying, Inc PO Box 4416 •...... . . Federal Way, WA 98063-4416 pear Mr. Woods: . CITY UFREN'TON PlanningIBuilding/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: SUNSET CREST SHORT PLATLUA 04~119 NE 19TH ST AND QUEEN AVE NE . PLAT COMPLETION AND ACCEPTANcEO'F UTILITiES' REQUIREMENTS U050030, U050118 RSTW 3243 . ,." , , '. As the construction phase of yourprOje~tappi"<)a~h~~a milestone,. yourprdjectehters a new phase which I will refer to as Project Close-out. The purpo.se of this letter is to. . . highlight the .subject areas in theJinalplat process .. .!\Nant tol~t yo.uknow ahead of time . some ,of the routine items thatthe GitY will require prior: toPublfcWo.rks acceptance of the above-subject project All of tlieseitem~ discus~edbelo'N'n~ed' to be completed. Please use this letter asa project clgse-oLlfdieck:li,sUo keep yo~rproject moving' . smoothlythmughthe Cityprocedure~.. J, . , /', ", :,:".:, ;, .. ',·Construction Concerns: : .;:. . . You will want tocpntinueWOrkingwitli the' City inspector: tOITJ,~ain, to insure that the project has a:final walk thr()ugh,and:'sign~offby theinspeCt9r. 'This ,includes any' ' ". punclilistitems from the inspectorahd!o.dhe CityMaintenan~ DiviSion. You will want· to verifythatyou have the prop,erstreet 'names. on thestre~tn<;)mesigns (alon9\,vith. '. cOmpleting all street signage) that-are reql!ired to. be ipstalled priodo recor:ding. Please contactT om 'Main if you have arjyq uestionsonthese coristruction items., Per City. of Renton all improvements shall be installed or defertedbythe Board of Public Works with a security deposit in place, prior to recording the short plat please note', all projects shall have wet season erosion control measures in place,all per the King County manual. Fire Prevention Concerns: . , . " " '. -. "'. -". All roadway and streetsignage work needs fo be completed prior to. recording. As-Built ConCerns: , The construction permit plan mylars must be checked-out from the sixth fl06rpubiic works counter and updated with a complete As-Built plan set. . All plan sheets, including' those constructed per design, must be verified, stamped and Signed as As-Built by a . licensed surveyor or engineer. The mylars are labeled As-Built in large block letters and stamped by a PE or PLS. Submit an ASCI' file along with your As-Built drawings. ------l-O-SS-S-o-u-th-a-r-ad-y-W-a-y---R-en-t-on-,-W-a-sh-in-g-to-n-9-g-0-SS-------~ AHEAD OF THE ·CURVE .,':' , Sunset Crest Short, PIe:. " Page 2 The civil drawings shall accurately reflect the construction activity. Thecivildrawings. also need to show all water, sanitary sewer, streetlights and storm drainage systern~ easements, which shall be consistenfwiththe As'-Built IbcatiQnofthe utility. Once the' above have been addressed , submit one sets of As-Builtbluelinesofthecivildrawings .. to' myoffi~ .. Th~ .inspector vvi/lbe .revieWing the' blue lines and if all is ihbrder I will then call JortheCivil rhylarstobereturned. T~ese final mylarsmust be submitted for our: '. permanent records. ," . " , ,., .' . , ··,Consfrudiori Cost Data Concerns: ' . " .' At the ~ame tim~the .As~Builtbluelines are submitted,. the: o*ner of the developmentar.. .' "authonzedagehf shall supply the detailed construction cOstef thewater;s~;mit~HY'se\Ner,,' storm drainage systemsjstreel improverjlentsand streeflightil1g'on the Cost Data and, . , InVentory Formand'signi(at the,bottom. This form isJoreflecfdrilythdsecfacilities thaf · .," , . ,willbe'turne~ overto th~:City., An;~xampleofitenis that are NQT tum~d'dver are all of .. ' . ' .. · ", theprivate~t()rmdrainageJClcilitiesc~Reft:JmttifEf;orig![lal formsto'rnyoffice.The,Bill .of . .. . .'.. , ".' , . .... .0N ..... r'~'?" .' ... ''-7', '. . , '. .' ,..,' . '· •. ;S~le istor~~ect the items.an?~gt:i~J1J,ities~Cl1~fshown~fBtb-&:CesfQataaridlnventoiy form~ .' .,... (both Clreenclosed). ", ' ~!j;,.. ,}.L. ".l/i7'~,,·· ',,' ',' :: ' ... '. ; . /~\t: . ',:::::~~~;'~'~~"';,~,'t ),;. ,:' '" ... ,. . ,>, ' ". ' ' Am.ain~eh~nc;~ b~n? !S .~e9~ire?,i~:,,tne amount; 0(1 Oo/i,P!'b\P' . \~~r'ld~Qt~1 ofthe~torm; •. . " .'<.' strElet.and.str~et"~htln~!C\~!~i~l", ' . . . ..Cost.Dat(;l,IJ;l~~nl?ryfQ~:Astan,dar9 Clty:ofRenb:mm?lnt~rz,an~~bqnd . '. Th~pernlt.~r1c,t wlllb~~~I~asecj" "." ". ' .. . upon receiptand acc;e,ptanCE3C;>f. ;ottheab~:vedbcumEmtationand " ',' -...... ~1 . .!"?k ~ .~' . ' . .-...•• finalsign:-off by~heiri~pee~()r.t ;r , ' . . . .:. f) , . ,,' !~ : .. ,Geheral •. ··: .' ,,\}.,' ,.\ ."~" .... .. /<., ". ' .. · '.~It lS<:l t~aITI.effQrt of alr~t,tbeg'$b3\';"~;tY~iVisions:yq~F6ri~iri~ 'nd yoursurveyorto . get your Sh6rtPI~ttb;~p~r~~!:4!iQ~~,Q.~~ean~",9,~~~li~· seeontact 'rne:~l425~.; . , .' 430;.729,8., Th.ankyoufor:y~yr,~()p.~ra lon~:~;,.:r ' .. ~ ... ",. SinCerelY,", ..., ·'\~:t{t~:;'~.:·L<,~,L. '~; l' .j#-:'~;;> . .' " ,., . .-~,., < ";JJi'1~:v,,,,,7ti1!$,A~''''' , ilA7A.·· '.' ,.J--:' " . ... ' ..... /~ .. ,":"./:::: ",' ':, ...... ' :'" ,: . :'."." . ,:' ," ,Arneta Henninger ..... . E:ngineering Specialist . : "," . " ':ct:KayrenKittrick I:\Projects\SUNSETCRESTSHPLC.doc\cor CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 27,2005 TO: FROM: SUBJECT: Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 SUNSET CREST SHORT PLAT LUA-04-119-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Sidewalk and Utilities Easement • Storm Drainage Easement • Lot Closures • Plat Certificate • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: ______________ \'--_________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: Yellow File 1:\PlanReview\COLSON\Shortplats 200S\Sunset Crest SHPL Olm PR-TS ReviewStart.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BillLDING/PUBLIC WORKS MEMORANDUM October 27,2005 Arneta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review SUNSET CREST SHORT PLAT LUA-04-l19-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. • Letter of Compliance • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Acce~ted Related Comments NA Y.. Project#s "7 As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Restrictive Covenants Maintenance Bond Release Permit Bond D Comments: Approval: ______________ , ____________ , Date: _____ _ Kayren Kittrick Arneta Henninger Cc: Yellow File Amettta Henninger City of Renton 1055 South Grady Way Renton, Washington 98055 ~ Centre Pointe Surveying, Inc., P.S. DE\ta.OP~E CiTy 01= tvr P~fV, , RE~ON ING OCT 21 2005 October 21,2005 RECEIVED RE: The Final Plat Submittal of Sunset Crest Conditions of Approval, File No. ; LUA-04-119-SHPL-H, ECF. Dear Ametta, Enclosed, please find a list of the 8 items listed in the Decisions portion of the Conditions of Approval dated January 20, 2005; 1) The Developer has ensured compliance with the conditions imposed by the ERC through proper field procedures. Steep slopes to the south were protected by installing and posting protective silt fencing along the clearing limits. Erosion control was maintained by the contractor during the construction process. 2) Item 2 refers to presenting all dedications of property to the City Counsel. More particularly we have shown a 10 foot dedication along our north line for Northeast 19th Street. The dedication of Queen Avenue Northeast is 35' with a 50.5' radial cul-de-sac. No changes from the approved preliminary plat are being asked for right-of-way. 3) At this time, non of the lots have been changed from the original approved configuration. All lots meet required lot dimensioning. 4) Applications for demolition of any onsite structures were obtained and will be provided, if necessary, prior to recording of the short plat. 5) All lots in this subdivision will have a 1I8th interest in the maintenance and ownership of Tracts A and Tracts B as indicated on the face of the short plat. The owner wished not to create a Home Owners Association. 6) Fencing is currently being installed along the west line of the plat. This fence will be 6' high and will not interfere with sight distance. 7) Each lot will have 2 trees installed on the property within the front 20' setback. A note has been placed on the face of the plat concerning their maintenance and installation. Page I of2 P.O. Box 4416 -Federal Way, WA 98063-4416 Phone (253) 661-1901 -Fax (253) 661-7719 .. 8) Tract B's fencing and landscaped visual barrier will be installed prior to recording of this short plat. At this time, this item is not complete. Page 2 of2 SUBMITTAL REQUIREMENTS ~ SHORT PLAT RECORDING ~fRf~~ f>lAa •• V'fo,.,YlVIIiG City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 t vc..{ 2,- ,1,'''-. 2005 ~CEIII£/) COMPLETE APPLICATION REQUIRED: The City will not accept an application that does not have all of the required items listed below. In order to accept your application, each of the numbered items must be submitted at the same time. However, if you have received a prior written waiver of a submittal item(s) during a pre-application meeting, please provide this waiver form in lieu of any submittal item not provided. In addition, all plans and attachments must be folded to 8% by 11 inches. APPLICATION TIMES: Applicants are encouraged to bring in one copy of the application package for informal review by staff prior to formal application and fee payment in order to ensure the application is complete. This should be done prior to making the requested number of copies. Applications should be submitted to Development Services Staff at the 6th floor counter of the Renton Municipal Building, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M. Monday through Friday. An appOintment to submit your application is not necessary. Please allow approximately 45 minutes for application screening. Due to the screening time required, applications delivered by messenger cannot be accepted. EARLY CONSULTATION: Prior to submitting an application, the applicant should informally discuss the proposed development with the Development Services Division. The Development Services Division will provide assistance and detailed information on the City's land use requirements and standards. Applicants may also take this opportunity to request the waiver of submittal requirements they do not think are applicable to their project. For further information on this meeting, see the instruction sheet entitled "Submittal Requirements for Preliminary Project Review". This meeting is available at no charge to the applicant. PURPOSE: To ensure the proposed land division is in accordance with City of Renton's adopted standards and consistent with the approved Short Plat. In addition, final review is used to verify compliance with any required conditions. All Plans and Attachments must be folded to 8%" by 11" APPLICATION MATERIALS: 1. D Public Works Approval: Please provide confirmation required improvements have either been substantially installed or deferred. Confirmation of Compliance with all Conditions of Plat Approval: Please provide 5 copies of a statement detailing how all conditions of plat approval have been addressed. Q:Web\P\N\Devserv\Forms\Planning\shortplatrec 03/03 I neei 3. ~ 4. :~. Plat Certificate: Please provide 3 copies of a current Plat Certificate obtained from a title company documenting ownership and listing all encumbrances of the entire parcel where the project is being proposed. If the Plat Certificate references any recorded documents (i.e. easements, dedications, covenants) five copies of the referenced recorded document(s) must also be provided. All easements referenced in the Plat Certificate must be located, identified by type and recording number, and dimensioned on the Site Plan. Legal Documents: Please provide 4 copies of any proposed restrictive covenants and draft Homeowners Association documents. r:;·· 5. ~ Additional Requirements for Plats with Private Utility and Access Easements: Short Plats with parcels requiring access via a private easement 6.~ shall show the locations and widths of these proposed utility and access easements. The following two notes shall be included upon the face of the short plat: Declaration of Covenant: The owner of land embraced within this short plat, in return for the benefits to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivision thereof The covenant shall run with the land as shown on this short plat. Private Access and Utilities Maintenance Agreement: New private exclusive easement for ingress and egress is to be created upon the sale of lots shown on this short plat. The owners of lots shall have an equal and undivided interest in the ownership and responsibility for maintenance of the private access easement appurtenances. These appurtenances and maintenance responsibilities include the repair and maintenance of the private access road, drainage pipes, and storm water quality and/or detention facilities within this easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equal/y. Parking on the paving in the access easement is prohibited, unless pavement width is greater than 20 feet. (NOTE: If only one lot is subject to the agreement, contact the Public Works Department at 425-430-7235 for special language.) Aquifer Protection Notice: For Short Plats within either of the Aquifer Protection Zones, the following notice must be included upon the face of the short plat. The lots created herein fall within Zone (1 or 2) of Renton's Aquifer Protection Area and are subject to the requirements of the City of Renton Ordinance #4367. This City's sole source of drinking water is supplied from a shallow aquifer under the City surface. There is no natural barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance, other than water, to protect from contact with the ground surface. It is the homeowners' responsibility to protect the City's drinking water. ces 7 .. ~ Short Plat Plan for Recording: Please provide'3dopies of a fully-dimensioned plan prepared by a State of Washington registered professional I~ ;urveyor, drawn at a scale of 1" = 40' on an 18" x 24" plan sheet (or other size or scale approved by the Development Services Division) and including the following information: • Name of the proposed plat • In the upper right hand corner include the City land use file number (e.g. LUA02-037) and below in smaller font, the city LND number provided by the property services section (e.g. LND ) • Name and address of the licensed land surveyor/engineer • Legal description of the property to be subdivided • Date, graphic scale, and north arrow oriented to the top of the paper/plan sheet Q:Web\PW\Devserv\Forms\Planning\shortplatrec 03/03 8. a, CtS 9. ilJ. W~\\ ~S~I\ • Location and dimensions of all property lines including the square footages of each lot • Location of the subject site with respect to the nearest street intersections (including driveways and/or intersections opposite the subject property), alleys and other rights of way • Names, locations, types, widths and other dimensions of existing and proposed streets alleys, easements, parks, open spaces and reservations • Data sufficient to readily determine and reproduce on the ground the location, bearing and length of every street, easement line, lot line and boundary line on site. Dimensions shall be to the nearest one-hundredth (1/100) of a foot, angles, bearing, degrees, minutes and seconds. All measurements and bearings shall be mathematically correct • Coordinates shall be included per City of Renton surveying standards for permanent control monuments • Location and dimensions of all easements referenced in the plat certificate with the recording number and type of easement (e.g. access, sewer, etc.) indicated • Location and dimensions of any existing structures to remain within or abutting the plat • Location of existing conditions on or adjacent to the site which could hinder development. Certifications: • Certification by a licensed land surveyor that a survey has been made and that monuments and stakes will be set • Certification of City approval to be signed by the Planning/Building/ Public Works Administrator • Certification of approval to be signed by King County Assessor and the Deputy King County Assessor Calculations: Please providettcoPies of complete field calculations and computations noted for the plat and details (if any) of c\t(distances, angles, and calculations together with information on the error of closure. The error of closure on any traverse shall not exceed l' in 10,000'. Monument Cards: When a monument(s) is installed as part of the project, please provide 2 copies of a form obtained from the City Technical Services Division and filled out by a surveyor providing information regarding a single monument, including the Section, Township and Range, method of location, type of mark found or set, manner of re-establishment of the single monument (if applicable), description, and a drawing showing the location of a single monument and indicating a reference point to that monument. All Plans and Attachments must be folded to 8%" by 11" REVIEW PROCESS: Once the final short plat information is submitted to the Development Services Division, the materials will be routed to those City departments having an interest in the application. Reviewers have approximately two weeks to return their comments to the Development Services Division. All comments and any requests for revisions will be sent to the applicant. Once all comments have been addressed, the applicant re-submits the revised plans and/or documents for review. . As part of the review process, the Development Services Division will ensure improvements have been installed and approved and that all conditions of the short plat approval have been met. Once the applicant has demonstrated these items have been addressed through either a confirmation of improvement installation approval or letter of deferral, the City will send a written request for the final mylar, courier fees and any associated legal documents. Once all of the City's Q:Web\PW\Devserv\Forms\Planning\shortplatrec 03/03 required approval signatures have been obtained, the City will transmit the mylar via courier to King County for recording. The entire recording process typically takes four weeks to complete. However, the time frame for getting a short plat recording is largely dependent upon application completeness and prompt turnaround time for revisions. Lots cannot legally be sold until the Short Plat has received its recording number. DEFERRAL OF IMPROVEMENTS: If a developer wishes to defer certain on-site or off-site improvements (i.e. landscaping, curbs and sidewalks), written application with full and complete engineering drawings must be submitted to the Development Services Division. The application should explain the reasons why such delay is necessary. If approval is granted, security in the form of an irrevocable letter of credit, set-aside fund, assignment of funds, certified check or other type of security acceptable to the City shall be furnished to the City in an amount equal to a minimum of 150% of the estimated cost of the required improvements. DEDICATION OF RIGHT OF WAY: If right-of-way dedication is required for the short plat, separate application for City approval is required. The associated deed of right-of-way dedication must be approved by City Council prior to recording of the short plat. This process may take six weeks, so early application is encouraged. Q:Web\Pw\Oevserv\Forms\Planning\shortplatrec 03/03 ·--, Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown. are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: OVERALL Point Number Bearing Description Distance 218 SOOo05'32"W 213 N89°09'55"W 206 NOOo07'43"E 214 S89°14'41"E 215 NOOo07'43"E 217 S89°14'41"E 218 Closing latitude . Closing departure Closing bearing Closing distance 639.88 W 1/2 327.35 Calc 1/16th 324.41 south line n 132.01 south line n 315.02 194.93 Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area .,;. , , , , , , Sta 0+00.00 6+39.88 9+67.24 12+91.64 14+23.65 17+38.67 19+33.60 0.00847 0.00171 Sll°26'18"W 0.00864 Northing 6921.21311 6281.33393 6286.10281 6610.51200 6608.77188 6923.79109 6921.22158 1933.60 (1933.60) 1/223714 1/228248 1/1128084 167662.39 SQ FT 3.85 ACRES Easting ElevatiOn 6643.87581 6642.84587 6315.53061 6316.25881 6448.25734 6448.96446 6643.87752 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: ROAD Point Number Bearin9, Description Distance 218 SOOo05'32"W 10.00 ' 405 CALCNE COR N89°14'41"W 134.66 ' 408 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 410 CALC PT COR SOOo07'43"W 100.07' 412 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 414 CALC PRC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 415 CALC SW COR Center Point: Radius: Delta: Arc Length: .... Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Sta 0+00.00 0+10.00 1+44.66 409 25.00 ' Northing 6921.21311 6911.21312 6912.98817 '6887.99034 90°37'36" Left 39.54 ' S45°26'31"W 35.55 ' 7.42 ' 10.55 ' 229°10'59" Arc Definition 25.27 ' 1+84.20 2+84.27 413 25.00 ' 6913.32062 6888.04516 6787.97541 6787.91930 82°23'20" Left 35.95 ' S41°03'57"E 32.93 ' 6.19 ' 8.22 ' 229°10'59" Arc Definition 21.88 ' 3+20.22 404 50.50 ' 6766.09826 6763.14767 6713.10772 1°05'05" Right 0.96 ' S81°43'04"E 0.96 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition 0.48 ' 3+21.18 6763.08698 6763.00938 6713.10719 404 ,50.50 ' 253°14'05" Right 223.20 ' S45°26'31"W 81.07 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition Easting Elevation 6643.87581 6643.85971 6509.21141 6508.88187 CALC 25' R 6483.93865 6483.88062 6483.65599 6508.65593 CALC 25' R 6483.60819 6505.28856 6498.48756 CALC CTR S 6505.76409 6506.23855 6498.49123 CALC CTR S Gentre' Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253~661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro -------------------------------------------------------------------------------- Tangent: 0.00 , Curve PI: 0.00000 0.00000 419 CALC NW COR 5+44.37 6706.12811 6448.47294 NOOo07'43"E 217.65 217 7+62.02 6923.77756 6448.96149 S89°14'41"E 194.93 , 218 9+56.95 6921.20805 6643.87456 -------------------------------------------------------------------------------- Closing latitude Closing dep~rture Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in ,departure Area Area -0.00506 -0.00125 N13°52'50"E 0.00521 807.82 (956.95) 1/155071 1/159735 1/646396 15984.25 SQ FT 0.37 ACRES Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 1 Point Number Bearing Description Distance 405 N89°14'41"W 406 SOOo05'32"W 421 S89°14'41"E 420 NOOo05'32"E 405 Closing latitude Closing departure Closing bearing Closing distance CALC CALC CALC CALC CALC Total traverse length Total error of closure NE COR 50.00 NE COR 90.01 SE COR 50.00 NE COR 90.01 NE COR Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+50.00 1+40.01 1+90.01 2+80.02 0.00000 0.00000 N90000' OOi,W 0.00000 Northing 6911. 21245 6911.87153 6821.86165 6821.20257 6911.21245 280.02 (280.02) 1/999999 1/999999 1/999999 4500.30 SQ FT 0.10 ACRES Easting Elevation 6643.85973 6593.86407 6593.71919 6643.71485 6643.85973 · . Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 2 Point Number Bearing Description Distance 406 N89°14,'41"W 407 SOOo05'32"W 423 S89°14'41"E 421 NOOo05'32"E 406 Closing latitude Closing departure Closing bearing Closing distance CALC CALC CALC CALC CALC Total traverse length Total error of closure NE COR 50.00 NE COR 90.01 SE COR 50.00 SE COR 90.01 NE COR Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+50.00 1+40.01 1+90.01 2+80.02 0.00000 0.00000 N90000'00''W 0.00000 Northing 6911.87156 6912.53065 6822.52077 6821. 86168 6911.87156 280.02 (280.02) 1/999999 1/999999 1/999999 4500.30 SQ FT 0.10 ACRES Easting Elevation 6593.86072 6543.86507 6543.72019 6593.71584 6593.86072 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 3 Point Number Bearing Description Distance Sta Northing Easting Elevation 407 CALC NE COR N89°14'41"W 34.65 ' 408 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent': Curve PI: 410 CALC PT COR SOOo07'43"W 64.73 ' 411 CALC NW COR S89°14'41"E 59.99 ' 423 CALC SE COR NOOo05'32"E 90.01 ' 407 CALC NE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area ' . ... 0+00.00 6912.53068 0+34.65 6912.98742 409 6887.98960 25.00 , 90°37'36" Left 39.54 , S45°26'31"W 35.55 , 7.42 , 10.55 , 229°10'59" Arc Definition 25.27 , 0+74.20 1+38.93 1+98.91 2+88.92 0.00302 0.00659 S65°22'37"W 0.00724 69l3.32062 6888.04442 6823.31458 6822.52381 6912.53370 284.93 (288.92) 1/39331 1/94400 1/43265 5258.54 SQ FT 0.12 ACRES 6543.86172 6509.21473 6508.88518 CALC 25' R 6483.93865 6483.88393 6483.73864 6543.72342 6543.86830 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 4 Point Number Bearing Description Distance 411 CALC NW COR SOOo07'43"W 35.34 ' 412 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 414 CALC PRC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 415 CALC SW COR S89°14'41"E 72.39 ' 424 CALC SE COR NOOo05'32"E 422 CALC N8~014'41"W 411 CALC 60.00 ' NE COR 94.99 ' NW COR Closing latitude ~Closing departure :.Closing bearing , . Closing distance ~Total traverse length :. Total error of closure . Error of closure in latitude Error of closure in departure Area Area Sta Northing 0+00.00 6823.31546 0+35.34 6787.97555 413 6787.91943 25.00 ' 82°23'20" Left 35.95 ' S41°03'57"E 32.93 ' 6.19 ' 8.22 ' 229°10'59" Arc Definition 21. 88 ' 0+71.28 404 50.50 ' 6766.09826 6763.14780 67l3.10786 1°05'05" Right 0.96 ' S81°43'04"E 0.96 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition 0.48 ' 0+72.24 1+44.63 2+04.63 2+99.62 -0.00812 0.00176 N12°15'51"W 0.00831 6763.08698 6763.00952 6762.05529 6822.05522 6823.30735 296.61 (299.62) 1/35711 1/36545 1/168117 5571.11 SQ FT 0.13 ACRES Easting Elevation 6483.73662 6483.65730 6508.65723 CALC 25' R 6483.60819 6505.28986 6498.48887 CALC CTR S 6505.76409 6506.23985 6578.62356 6578.72013 6483.73839 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 .253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 5 Point Number Bearing Description Distance 422 CALC NE COR S00005'32"W 60.00 ' 424 CALC SE COR N89°14'41"W 72.39 ' 415 CALC SW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Degof Curvature: Tangent: Curve PI: 416 CALC NW COR S89°14'41"E 104.09' 425 CALC SE COR NOOo05'32"E 80.01 ' 420 CALC NE COR N89°14'41"W 65.00 ' 422 CALC NE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Sta Northing 0+00.00 6822.06339 0+60.00 6762.06346 1+32.39 6763.01769 404 67l3.11549 50.50 ' 4 5 ° 2 9 ' 0 6 " Ri g h t 40.09 ' S58°25'58"E 39.05 ' 3.93 ' 4.26 ' 113°27'25" Arc Definition 21.17 ' 1+72.48 2+76.57 3+56.58 / 4+21.58 0.00631 0.00674 S46°53'50"W 0.00923 6759.76615 6742.57507 6741.20299 6821.21288 6822.06969 420.54 (421.58) 1/45570 1/66690 1/624l3 6212.08 SQ FT 0.14 ACRES Easting Elevation 6578.71628 6578.61971 6506.23600 6498.48868 CALC CTR S 6527.15459 6539.50763 6643.58859 6643.71737 6578.72302 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 6 Point Number Bearing Description Distance 425 CALC SE COR N89°14'41"W 104.09 416 CALC NW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External-: Deg of Curvature: Tangent: Curve PI: 417 CALC NW COR S89°14'41"E 98.92 426 CALC SE COR NOOo05'32"E 50.00 425 CALC SE COR Closing latitude Closing departure , Closing bearing Closing distance Total traverse length Total error of closure Erro~ of closure in latitude Error of closure in departure Area Area .... ; , , , Sta Northing 0+00,.00 6741. 20128 1+04.09 6742.57337 404 6713.11149 50.50 , 59°46'35" Right 52.69 , S05°48'08"E 50.33 , 6.72 , 7.75 , 113°27'25" Arc Definition 29.02 , 6718.99979 1+56.78 6692.50122 2+55.70 6691.19728 3+05.70 6741.19722 -0.00406 -0.00097 N13°22'27"E 0.00418 303.34 (305.70) 1/726l3 1/74638 1/313923 4846.79 SQ FT 0.11 ACRES Easting Elevation 6643.58633 6539.50537 6498.49016 CALC CTR S 6556.43777 6544.59348 6643.50489 6643.58536 Centre Pointe Surveying 33701 9th Avenue South ,Federal Way, WA 98003 ,253-661-1901 'rhursday, October 06, 2005 12:24:59 PM NEW 'PROJECT CLOSURE REPORT PROJECT: G: \2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, ~r chord bearing and chord lengths as indicated herein. Boundary Name: LOT 7 Point Number Sta Northing Easting Elevation ; Bearing Description Distance :: ;,~, " , ' 426 CALC SE COR N89°14'41"W 98.92 417 CALC NW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 418 CALC NE COR SOOo07'43"W 428 CALC S89°14'41"E 427 CALC NOOo05'32"E 426 CALC Closing latitude Closing departure Closing bearing Closing distance Total traverse length 22.28 SW COR 129.11 SE COR 50.00 SE COR ',Total error of closure Error of closure in latitude Error of closure in departure Area Area .... , , , , 0+00.00 6691.19800 0+98.92 6692.50193 404 6713.11144 50.50 , 47°34'16" Right 41. 93 , S47°52'18"W 40.73 , 4.29 , 4.69 , 113°27'25" Arc Definition 22.26 , 1+40.85 1+63.13 2+92.24 3+42.24 0.00075 0.00068 S42°01'56"w 0.00101 6672.18192 6665.18051 6642.90057 6641.19881 6691.19875 341.03 (342.24) 1/337601 1/454517 1/504221 5919.04 SQ FT 0.14 ACRES 6643.50592 6544.59451 6498.49139 CALC CTR S 6535.50876 6514.38735 6514.33733 6643.42612 6643.50660 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT I Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 8 Point Number Bearing Description Distance 418 CALC NE COR SOOo07'43"W 22.28 428 CALC SW COR SOOo07' 43"W 73.59 429 CALC SE COR N89°14'41"W 66.00 431 CALC SW COR NOOo07'43"E 135.95 419 CALC NW Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 418 CALC NE Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure COR COR Error of closure in latitude Error of closure in departure , , , , Sta Northing 0+00.00 6665.17731 0+22.28 6642.89736 0+95.87 6569.30755 1+61. 87 6570.17754 2+97.83 6706.12720 404 6713 .10355 50.50 , 100°24'08" Left 88.49 , S58°08'30"E 77.60 , 18.18 , 28.39 , 113°27'25" Arc Definition 60.61 , 3+86.32 -0.00900 0.00571 N32°22'25"W 0.01066 6646.10188 6665.16830 375.42 (386.32) 1/35217 1/41698 1/65773 Easting Elevation 6514.38174 6514.33173 6514.16654 6448.17227 6448.47744 6498.-49324 CALC CTR S 6456.84723 6514.38745 ~1~:: 6669.81 SQ FT 0.15 ACRES &~'~::.~ c/':: ;.! . "", Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT A Point Number Bearing Description Distance 427 CALC SE COR N89°14'41"W 129.11 428 CALC SW COR SOOo07'43"0 73.59 429 CALC SE COR N89°14'41"W 19.90 430 CALC NE COR Sll°10'05"W 95.22 4 32 CALC SE COR N89°14'41"W 159.88 433 CALC SW COR SOOo07'43"W 192.16 206 Calc 1/16th S89°09'55"E 327.35 213 W 1/2 NOOo05'32"E 359.87 427 CALC SE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area " ,- , , , , , , , , Sta 0+00.00 1+29.10 2+02.69 2+22.59 3+17.81 4+77.69 6+69.85 9+97.20 13+57.07 0.00604 0.00190 S17°26'18"W 0.00633 Northing 6641.19471 6642.89647 6569.30666 6569.56897 6476.15213 6478.25962 6286.10010 6281.33122 6641.20075 1357.07 (1357.07) 1/214308 1/224632 1/715132 87279.45 SQ FT 2.00 ACRES Easting Elevation 6643.42551 6514.33673 6514.17154 6~94.27327 6475.83035 6315.96424 6315.53291 6642.84817 6643.42741 .. -.~ ... ' , Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT B Point Number Bearing Description Distance 430 CALC NE COR Sll°10'05"W 95.22 432 CALC SE COR N89°14'41"W 159.88 433 CALC SW COR NOOo07'43"E 132.24 214 south line n S89°14'41"E 132.01 215 south line n SOOo07'43"W 431 CALC S89°14'41"E 430 CALC Closing latitude Closing departure Closing bearing Closing distance :Total traverse length Total error of closur& 38.58 SW COR 46.11 NE COR Error of closure in latitude "Error of closure in departure . Area 'Area : ... , , , , , , Sta 0+00.00 0+95.22 2+55.11 3+87.35 5+19.36 5+57.94 6+04.05 0.00248 0.00574 S66°36'07"W 0.00625 Northin2 6569.57297 6476.15612 6478.26361 6610.50328 6608.76316 6570.18326 6569.57545 604.04 (604.05) 1/96614 1/243290 1/105271 20920.72 SQ FT 0.48 ACRES Easting Elevation 6494.27326 6475.83034 6315.96424 6316.26107 6448.25960 6448.17300 6494.27900 .. «-. , PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, LaVonne Bowman (lavonnebowman@pnwt.com) Assistant Title Officer, Daisy Lorenzo (daisylorenzo@pnwt.com) Assistant Title Officer, Kathy Turner (kathyturner@pnwt.com) Assistant Title Officer, Peter Child (peterchild@pnwt.com) Unit No. 8 FAX No. (206) 343 -8403 Telephone Number (206)343-1328 Centerpoint Surveying 33701 9th Avenue South Federal Way, Washington 98003 Attention: Jeff Title Order No. 607360 CERTIFICATE FOR FILING PROPOSED PLAT GENTLEMEN: SHORT PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Co~rts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: J & M LAND DEVELOPMENT, INC., a Washington corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $250.00 $ 22.00 TOTAL CHARGE: $272.00 RECORDS EXAMINED TO: October 6, 2005 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY WASHTNJT~:' INC:~ V lit t~7(1U.z:::::-::> LaVonne Bowman Senior Title Officer Unit No. 8 OF SHORT PLAT CERTIFICATE Schedule A Page 2 Order No. 607360 The land referred to in this Short Plat Certificate is situated in the State of Washington, and described as follows: The West half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the West 132 feet of the North 330 feet thereof and EXCEPT the North 15 feet thereof for county road. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 607360 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: SHORT PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 607360 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Defense Plant Corporation To erect, maintain, repair, rebuild, operate, and patrol one or more electric power transmission lines, and one or more telephone lines Westerly portion of said premises September 30, 1943 3338784 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic Pipe Line Company A pipe line for the transportation of oil and gas, and the products thereof, water, or any other fluid or substance. A route to be selected February 27, 1964 5704028 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic Pipe Line Company Pipe line or pipe lines A route to be selected January 15, 1973 7301150412 (continued) SHORT PLAT CERTIFICATE SCHEDULE B Page 3 Order No. 607360 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Puget Sound Energy An electric and gas transmission and/or distribution system As constructed September 29, 2005 20050929001010 5. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2005 TAX ACCOUNT NUMBER: LEVY CODE: 042305-9031-08 2104 CURRENT ASSESSED VALUE: Land: $340,000.00 Improvements: $51,000.00 AMOUNT BILLED GENERAL TAXES: $4,659.32 SPECIAL DISTRICT: $1.86 $5.00 TOTAL BILLED: $4,666.18 PAID: $2,333.09 TOTAL DUE: $2,333.09 6. Right, title and interest of American Classic Homes as disclosed by application for title insurance. END OF SCHEDULE B Title to this property was examined by: Jeff Meyer Any inquiries should be directed to one of the title officers set forth in Schedule A. jxm/20050913002496 •• 1 : • Northeast ~ of the Southeast ~ 4-23-5 3.26. t I """'1'-\ 'A"'"'1\ ..... , --f,i;i----, ,~------ I); , \ \~\ 1(") , \ I~ Ii: ~ \% , \ \ , , \ ~ " :Ii \ \ , , \ \ 4.84 At , , 11038 \ I I I \ ~ ~ '" '" I I I I I I , .95 AC \ 1103) \ \ c~;,'f , , , , \ 042305 \ PACIFIC NORTHWEST TITLE Company of Washington, Inc. Order No. 607360 IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N ~ ' .. WHBNRBCORDED RBI'URNTO J &: M LAND DEVELOPMENT, ioiIe DVC. P.O. BOX 2566 RENTON, WA 98056 20080913002495.001 r-llIllIllIll1lllh~W~~NING 20050913002496 .. ' .. ~f~ U~ QCD 33.1. OCT 2 , 20a~' . 09/13/2885 15:30. . ~ Kem4274 RECEIVED 88/13/28aSIS:23 ICING COUHTY, lUI . ~ $18.88 $8.88 PAGEeeI OF eel <!> CHICAGO TITLE INSURANCE COMPANY ~ QUIT CLAIM DEED '®\33 \"N\JIJ\ (Q:o,-\-\O -\'cr- Dated: SEPTEMBER 6, 2005 nIB GRANTOR SEATTLE REDEVELOPMENT L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING together with all after acquired title of the grantor(s) therein: TaxAc:cowlt Number(s): 042305-903l-08. State of Washington, The West half of the Southwest quarter .of the Northeasc quarter of the Southeast quarter of Section 4, Township 23 North, Range S East, W.M., in King coUnty, Kashington, EXCEPT the West 132 feet of the North 330 feet thereof and EXCEPT the North 15 feet thereof for county road. / 20050913002496.002 STATE OF WASHINGTON ss COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT MARC L. ROUSSO IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECuTE THE INSTRUMENT AND ACKNOWLEDGED IT AS MANAGING MEMBER OF SEATTLE REDEVELOPMENT, L.L.C. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USE1S AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ~ /'t' UtJ ~ N~~ PRINTED NAME: RENA M. SAUNIER NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON . RESIDING AT RENTON MY APPOINTMENT EXPIRES 3/19/2007. __________ ~ __________________________________ ~~~~~~8-97 .". --- I I ~ ~ ~,~ .. t "1 , 1 t .~ I , i ~ i I f ! i I • I I 1 J/h J ' '. ~ /--" ~'lr: ~:: :~ I940 YT/j .. J/.:.. 3J.~_.,3 I -j,~ / -V ' .. ooli :ge Mutual Se'V1QSs J::sshk a ~a':;.:t corp as l"flS1.gl:U/ :.:.l?'( . to R' E Br(\CmaZl aDd h9nCE.S~: B:rockclan '. : (l tp ElC!CS full ~·a.!'t of ~tt. f'c:r:;~:WC exed by -"p 1 nfa.vJ:'.L" cf Vt!;!sr..io9,t,J=. :luti.l:ll Sc'Vio·"s Bank dtdJul 11 1£1~5, aodrecda Lo aud ore I;'!.' kc • ., tb: :ul 15 1~35, in vol 1344 of ~ pg 642.9a~ flleNo ~a60371 corp a1 -:oolidge l';LOtLl!il .::ja\"ir-.e:c: BAnk U, Harry Shelton, vice p~o~ !tow Deo 24 1940 tyHarry Shtl1 ton vp of ad ;: '.~.-: ". OOI'!;) rorm --L.:;t Rob9rtR Nelson n p tor WIt res at 3 D S ~~al .J .:. 943 "'~,/ t.-/· r1d by Wasl::. Mu S~··.... ; i It (;., ~ v/, . -.--l'1 ~ ,., -~ 1\ " y 3M Dec 31 1 ca40 ! y, 1 .. 1 C/·' ~:31Sab54 i l%L ~,. Deo 24: 1940 (tb and for.lll ~m aD 663 :b.Quve) , J,. '~~ io Harry G Yank a~ Marie L Yank --=~_/ --i125C ----Sept '5 1937 ---Sept 17 1937 ---14~O ~ pg 340 29&5081 --bal.. fo: , • :-- '. ---.. ~ .-./, /' :' "~'I1r~ "'" .,,/t·. ~ . .-I 3M Deo 31 1940 ;,:,./ J /-3138865 L ~ Dea 24 1940 (fp and f 0::: 8!ll as 80;3 above) c-'" C-.9' to A~ Xeays, and Nel1i"J A Keays ~ .. :G '- .' -$1800 ----Jun 8 1928 --';un 11 1928---uti 1085m pg 271-- :8469023 ----bal form ..., . .A .. -. J ·~1'~ J-.... /// .... '8m.ent Dec 31 ],.940 i.. /!~3eab6 l,.,>".;:. :P$!.L! 1940 f15 1--'1,,:::/ / . '=i_4~;"lU:'owd'ey as my sap est ~ :' ~~ftoUllite4 dtate. at America . :';i! b S 01 tosp ana its aagns, a permanent liasement aDd righ "'~~""'a1 over, IIPO!1 under a~d acrClss the fd 1d 1D kl)w; ", "':-:-" , i f , tht portn of the Sf of the m:i of the ~:i of the NWi of seo 12,,-,,1itJp 81' II r 5 e 'II m kow weh lit, w1thia a strip of lS!!1d 300 ! .!t. in ~idth, the Daries o"r I'd strip ly1~ 87.50 tt diet w11 ~. _lid ·212.50 tt diat ely t"r arod pll to the survey liDe otthe ,~~hal1s-Rent~nTran8m1saion line as DOW 1o~ and staked on the t ~UDd, over, aoross anQ uppn the abo',e pty, and pto1y d"r ~ .~, beg at surve:.: ata *561+78.65 a pt on t:L& west ~i at ~oUil!!!~ ~ 21 n r 5 east. D sd pt baing no 1 deg 16'55" east a1 sd ~est ' line a dist ct aaO.51 f't fr the quarter aeo.oo.1' on the west 11-<fI1 I!Ci Reo La; tn. he. 37 Ileg 58! 10" Gast ~ dis-G ot'. 5'10. 78 :~~ :tct,:-::7; \~,"'.P.r,' vey sta 567+49.4.3; th no 6 deg 16'02" east a d~Bt of 1geO.,~~;i"._" ft to sl.ll'~ey ata 587"29.91 a pt olf ·the no 11 ot s d seo 12. ii-il:...::~t '~.;~}#i ,~1Dg so sa des H 57' 20" east a1 sd no 1i a crist of 513.12 f:t.,S;::,;~Q:g ·flfthe nw oor of:;sG sec 12; .. , .. : .. ~ . ,,&e abo",e des parce: ofj,and oontains .J. 6 acres m or 1 . .. . :·.s~'Gt to: .. ~ 1. The llel1 of' the 1941 taxes 'Nch IIt the grant.:.r eg~ee to ~8~tl~' P~ wah I Wld ertal!:s and agree t c i nd amni 1. y end held oon"d in patent to Thomas J HIlgD.es J dtd Nov 15 1894, ,{ 1899 10 vol 4. pg 509 patent r~~S L·f 1:00::; oontd in deed from aerbe~t SUppar~ at=eh to W E Gr~:tt ,reotd Jul Z 1916, in vol 916 ot pg 3H dead rec~ i . 'easement .. Dd right 01"19a1 iafor· the f o).S purps D8J1i~.:i;·....r-t Q,,,'''l ~.lght ~f) enter and to er~ct., ~1ntaiDt repai .... · .. ,~ .. ·.IJ.:I:~t., and patr?l cne or more alec pnerliran.-. . ~). ~r"more telephone' and/!Jr ta1egn lines, 1]1e1 ~.Z!SQl~ "~ch poliJs ana oth.ertrena l'1ne' atructurlOlllJ appurton;m.ool nt/cess .there~fihe further ot way and keep the 8eme 01 a 'of brush. t structures aud til'e h.&zartlsj andthi!.rlght to ~I~G'~' It a~, 10cat6d be1~nd the li~its otad righ' . ~?a tD bold the am to ~he 3p f'reler {Coat" --l"CR) e CountY,Cif" QlIG' :.,j •••. . '·:~Ai' :.'~~(;·:~;i7!-~ ';.'.,.. ... :',., ... ~~. ~t:·~~~~ ... ~., 270 :~t~,~f"'l~t~~;;~::.;;.:-=:, ""rod Th1rty-Sj x and lIlo/10000Hars '/:<'?§1;·':"j~kll'W~'~!Cj~jJ¥i~!~~;:.~. "~~~: his wife, "')/" -"'~;"~';". .. :-~ '::. ," ' .. ~-: .. ,." ' .. '.' . . hereiilafr~r";~~efmed'i~i:;!iS:GRANTOR"(whether Doe or more), doe~ hereby grant and convey to OLYMPIC PIPE 'LINE .COMPMJY, Ii .DeJaware corJ>9flition, with a permit 10 do bl!:iness in the State of Wuhingt(>n, it" succenQf' .. ii,ll~fassillria.::ilerel~~ter:refened'.toaii GRANTEE, the rights of way, easementl and privileges to construct, ~~'1.~tli!!~'~~f&~e, ,~P.a1r/rej>lac:e;,clia,~&!!,.rhe .~Ize of, and remove in whole or In \101ft,. a pipe line ".~, f~jhr':!"!'I\~etlon;,oL~,llan1:~1'8, A,,'Jt~':~<>dUCts the, .. "f, ~ater, or ~ny other flUId or sub~tance, with t~e ne~.~~sl!JY f!~lnBIi;,f.~~es •. va~~s,'apl1~lI~nfe.~, and cathodIC pror.",,,?n devices, and the rlsht to /DBlntaln tbe rIght of~~y c~e~r.'_9t;tr~e.s,~YJ1d,e~p.t!!.~1!,. ~UI!~lDglI, and other obstrucllons, along a route to be seleclf,d by Graf!te:e, oni :'over, acrilsa:and'rliiou8h(;tb'eJCiiiowlnB described property situated In the County of ____ _ fijIa . .' ' .. ,." ,Srate of. WashinBton: ,,~8t~lt~f.,~: SC)\I!:PlNlllt quarter of Northsast quarter of Southeast quarter of S'ptl,~~t4,";:'1,~ish:lp'~3.'".orth. lange S last. V.M.. IXCIPT the West 132 feet of ,tblLBCli~i"~:),.et .. tbeiieof:~Qd,JXCm.the North IS feet thereof for county road, '::'~;~~;i~;~;;~/' .~/~',." .: ··;·'.~;f~~:: .. ·:;.;:~~·~~~:t;:,:.~··"· ":~':'''' n· .. ',.:;" : together with the:dght of ingress Bnd eBress to and from said line or lines. Grantor shall have rhe 'ight to fully use and enjoy the above described premi"e •• except as to the rights he,rein.poted. Grantee ,agrees to pay any damages'I'Ihich may arise to ' 'ops, timber, or fences of "rantor, re- . s,"'!~I.!l8. from. rh~ exercise of the. righ!s berelll granted, said dam"ses, if not mutually agreed upon, to be ascer- tained and determlntcl by three disinterested persons, one thereof to be appointed by Grantor, one by Grantee, and the third by the fWD so appointed, and the written award of such three rersons shall be final Bnd conclusive. Ii i,t ,d . "' ........ JiaciiUm.jdInmjIr :mut ..... WI"""ItXims~""""'lI1I1!I!dthr"'."'" ......... '"ilitixxXXXlCXXriXxritX¥XQXx:. __ U~:I!&&¥ It Is asr~edtb~tany paymem due hereunder may be' made direct to Grantors' or anyone of them. Any pipe. line consuucted by Grantee, ita successors or apsigns, across lAnds under cl1ltivation at the rime of construction thereof, shall be buried to such depth as will 1I0t interfere with urdinary cultivation. The rights "f "'.y, easementl and privileges herein granted are each divisible and are each assignable or transferable, In whole or in parr. Tbe terms, conditions, and provisions of thi. grant ot any contract resulting from the exercise thereof shall. eztend to and be binding upon the heirs, executors, administrators, personal rep<esenrarives, successors, a nd ass igns of the 1"'"le8 hereto. The Aboveconsideratio~ includes Burface damages to be caused by construction of said pipe line. . IN WITNESS WHEREOF, the Grantot bas executed this instrument this ____ I-/~r'''__I,> ________ _ day of f Q,by=uc a .,y ,1961: J FEB211984 . r· IJ \."'. RIGHT OF WAY THE STATE OF WASHINGTON C.,unry ot __ -!lK ... i ... nglCio-_____ _ FOR AND IN CONSIDERA TlON of mt' sum of One Hundrod &:. Wltte (. 100.00 ). the! rt'ct'ipr of whicb is hereby acknowledged. Johu W. Honea and his wife Violet R. Honea ·12815 SE 106 Streat Renton, WasbingtOll Dollars g hereinafrer tt'fertt'd to as GRANTOR (whuht'r one Or more). does hereby gran •• ad conve-y t" OLYMPIC PIPE r--LINE ,_OAiPANY. a Delaware corporlltion. with a permit to do business in the S:lIre of 'Z'ashingte.n. its successors and assip. ".eceinafter refertt'd to as GRANTEE, the rights of way. essementa and privlleges to construCt, 1III'·.:ain. oper.te. rt'pair. repbce. change the! size of. aud reo:.ove ill whole or in part. a pipe line or pipe lines, for the tt&nsportatioa of oil and gaa. a'11 the pradUCtB thereof. water. or any omer fluid or subatllLnce. with me necessary fittings. fixtures. valvea. appurtenancel. and cathodic protection devices. sad me rigbt to maintsin the right of way clear of trees, .... derbnash. buildings. and other obstructions. along a rouh! to be selected by Grantee. on. over. across aad tbroush me folle>winS described property situated in the County of King ___________ .• State of Washington: .. 0-3 (9-63> I The West half of the Southwest quarte,.. of the Northeast quarter ',)f" the Southeas1; quarter of Section 4, Township 23 North, Range 5 East, II.M., El[OlVPr the Veri 132 feet of the North 330 feet theno!" and EXllEPl' the North 15 feet thereof for oounty road. ( ': (\ , , c, " >0·', together with the right of ingress and egress ID and from said line or lines. I" \' ~·I .' . 'I'.~- Grantor sball have the right to fully use and enjoy the! above described premises. ezcept as to the rigbts herein granted. Grantee agrees to pay any damages which may arise to crops, timbet, or fences· of Gr:siltot. re- sul~ing from the exercise of the rights herein granted. said damages. if not mutually agreed upon. to be-.scer- tained aad determined by three disinterested persona. one mereof to be appointed by Grantor. one by Grantee. aad the! tbird by the! two so appointed. and me written award of luch three persons shall be final and conclusive. Should'1Dote thaD one pipe line be laid under this pnt. at any time aad &om time to time • • r tba "lIIae oonsilteratiop shall be paid for each pipe line laid after the first I· It is agrC'Cd that any payment due hereWlder may be made direct to Grantors or IIny one of them. Any pip! line constructed by Grantee. its successors or assigns. across lands under cultivation at the time of construction thereof. shall be buried tei such depth as will not interfere with ordinary cultivation, The rights 01 way. easements and pri~ilege8 herein granted ate each divisible and ate each assignable lIr transferable. in whole or in part. Tbe terms, conditions. aad Frovisioas of· mls scant or any conuact resulting from the exercise thereof sh.ll e:rtend to lIad be binding upon the heirs. a_tom. adminisuato~. personal representatives. successors. ~nd assigos of the petties hereto. IN WITNESS WHEREOF. lhe Grantor hall executed chi. inltrument thill _____ 3"-___ ~ ___ ..;. ---------------- -,C'2 -' .:.... ••• ~ .... , '~.o~ ....... 1.._. " ........ ' . .: .. :~ ',.' ~~ ",.' /' ACKNOWLEDGEMENT OF CORPORATE GRANTOR STATE OF WASHINGTON .... COUNTY O!' ______ _ On mie ______ day of _________ • 19-. before me. the undersi8lled Notary Public. personally .ppeared _____________ and _____________ _ to me known to be thr President and Secretary, I'f'lpec:t1vely oC _-:-____ ':-___ ~_:_:__-:_:_:__---__:~' the corporation tbiat executed the within and forepins inattumelU, and aClu.lowledaed the said ins_nt to be the free and voluntary act aud deed of said corporation, for the qea and purposes threln mentioned, and OD oath stated that they ate authorized to rxe· cute the said iDlltruJDelit lend that the seal affixed is the corpOl'llte _I ()f said corporation. WITNESS my hand and official seal affixed the day and yeada this cettificate sbove written. STATE OF WASHINGTON ss. COUNTY OF_...JKc..;iLJnll~, ___ _ Notary Public in aml for the State of Washiallton, reaiding at ACKNOWLEnGEMENT OF INDIVIDUAL On this day person,ally appeared before me :rohn We, Hbne. and V'iolet A. lIonel! , to be known to be the individual(s) described in and who eJtecuted rhe within and foregoing instrument and aclmowledged that they signed the same a'l ' tbeir' &ee and voluntll/Y act and deed, for the uses and purposes therein mentioned. • 19-'ll, ACKNOWLEDGEMENT OF INDIVIDUAL STATE OF WASHINGTON 8S. COUNTY OF _______ _ 00 this day personally appeared before me and ______ _ --____ . _____ , to be knO'lllll to be the individual(s) described in and wbo ~ecured tbe within ~nd foregoin8 instrument and aclm_Iedged that signed the same as __ ~ _____ _ aee and voluntary act and deed, for the uses and purposes thereia mentioned. GIVEN under my band and official seal this _________ day of _________ • 19_. Ol. YMPIC PIPE UNa COMPANY. clo JON .. II AU~ " 1810 II,," AWo N." " .. I!EtLEVUC, WMH, ..... Notary Public in and for the State of WiiluilgtOn,";' : -- RECORDED tesidingat ' •• _ ... OF .. __ ..••• _ .•• ___ R£QilEST (; 1mJA 15' PM 12 04 , DIRECTOR F:ECORD8 ,&. ELECTIONS KING COUNTY. WASH. I I I 'I i { ! t· , L i I I 1 J , , ' RETURN ADDReSS: Puget Sound Energy, Inc. Attn: RoW Departm8nt PO BOX 90868 GEN ·03E Bellevue. WA 98009-0868 AlTN.:WRC ORIGINAL REFERENCEtI: EASEMENT GRANTOR: ; Seattle Redevelopment, llC ' GRANTEE: PUGET$OUND ENERGY, INC. SHORT LEGAL: NE % of SE % of Section 04, Township 23 North, Range 05 East ASSESSOR'S PROPERTY TAX PARCEL: 042305-9031 20050929001 01 O:oot For and In consideratlonof One Dollar ($1.00) and other valuable consideration In hand paid, SEATTLe REDEVEl..OI'MEHT, LLC. A WASHINGTON LIMITED LIAsIUTY CoMPANY ("Grantor" herein), hereby conveys and warrants to PUGET SOUND ENERGY, INC., a Washington Corporation ("Grantee" herein), forthe purposes hereinafter set forth, a non8lCClusive perpetual easement over, under, along aClOSS and through the following described real property ("ProJierty" herein) In KINo County, Washington: THE WEST HALF OF THE SoU11iWEsT QtiARTER OF lltE NORTHEAST QUARTER OF THE SOUTHEAst QUARTER OF SECTlON 04, TOWNSHIP 23 NOR11f, RANGE 05 EAsT, W.M., IN KINo COUNTY, WASHINGTON; EXc:eP'rTHEWEST 132 FEET OF THE NORTH 330 FEETTHEREOF; AND ExcEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD. Except as may be otherwise set forth herein Grentee'l! rights shaD be exercised upon that portion of the Property ("EasementArea° herein) described as foDows: AN EAsEMENT AREA 10 (TEN) FEET IN WIDTH HAVING 5 (FIVE) Fe OF SUCH WIDTH ON EACH SIDE OF A CENTERLINE DesCRIBED AS FOLLOWs: : THE CENTERLINE OF GRANTEE'S FACILmes AS NOW CONSTRUCTED, TO BE CONSTRUCTED, EXTENDED OR RELOCATED LYING WITHIN THE ABOVE DESCRIBED PARCEL. 1. Purpose. Grentee shall have the right to construct, operate, maintain, repair, replace, improve, remove, enlarge, end use the easement area for one or more uUUty systems for purposas of transmission, distribUtion and sale of gas and electricity. Such systems may Include, but are not Hmlted to: a. Overhead facfDtIea. Polas, towers and other support structures with crossanns, braces, guys end anchors; electric transmission and distribution fines; fiber optic cable and othar lines, cables and facllitlas for communications; transformers, street nghts, meters, fixtures, attachments and any and all othEir facilities or appurtenances necessary or convenient to any or all of the foregoing; and. b. Underground facilities. Conduits, nnas, cables, vaults, switches and transformers for electricity; pipes, pipelines. mains, laterals, conduits, regulators and feeders for gas; fiber optic cable and other 6nes, cables and facmtles for communications; seml-buried or ground-mounted facilities and Pads. manholes, metars, fixIures, ettachmants and eny and aD other facllilles or appurtenances necessary or convenient to eny or all of the foregoing. Following the Initial constJUction of all or a portion of Its systems, Grantee may, from time to time, constnict such addiUonal faalifles as It may require for such systems.' Grantee shaD have the right of access to the Easement Area over and across the Property to enebfe Grentee to exercise lIB rights hereunder. Grentee shall compensate Grantor for any damage to the Proparty caused by the exercise of such right of access by Grantee. ,-, 2.::E888mant'~ Claartng and MaIntenance. Grantee shalf have the right to cut, remove and dispose of ally erid \iil brUsti; ti'ees:or 'Jther vaga1al!on In !he Easement Area. Gralltee shan also have thtiilgfrt to contrOl, on a continuing basis and by any prudant and reasonable means, the establishment and growth of brush, trees or other vegetation In !he Easement Area. 3. Tiaes Outside Easement Area. Grantee shall have the ilght to cut. trim remove and dispose of any trees located on the Property outside the Easement Area that could, In Grantee's sole judgment, Interfere with or create a hazard to Grantee'a systems. Grantee shell, prior to ftIe exercise of such right, identify such trees and make a reasonable effort to give Grantor prior notice that such trees wiD be cut, trimmed, removed or disposed of (except that Grantee shaD have no obRgaUon to Identify such trees or give Grantor such prior notice when trees are cut. trimmed, removed or otherwise disposed of In responile to emergency conditions). Grantor shaH be entlUes to no compensation for trees cut, trimmed, removed or disposed of except for the actual market value of merchantable timber (If any) cut and removed from the Property by Grantee. Sunset Crest _ WONO: 107023959/105035856 REOT:55950 Date; 712005 Page 1 of2 4. Grantor's Use of Easement Anla. Grantor raserves the right to use the Eesement Area for any purpose not Inconsistent with the rights herein granted, provided, however, Grantor shan not construct or maintain any buildings, structures or other objects on the Easement Area end Grantor shall do no blasting within 300 feet of Grantee's facilities without Grantee's prior written consent. 5. Indemnity. Grantee agrees to Indemnify Grantor fi'om and against liability Incurred by Grantor as a result of Grantee's negUgence In the exercise of the righte heraln granted to Grantee, but nothing herein shall require Grantee to Indemnify Grantor for that portion of any such liability attributable to the negligence of Grantor or the negligence of others. . 6. Abandonmenl The rights herein granted shall continue until such time as Grantee ceases to use the Easement Area for a period of five (5) successive years, In Which even!, this easament shall terminate and all righte hereunder, and any Improvements remaining in the Easement Area, shall revert to or otherwise become the property of Grantor; provided, however, that no abandonment shall be deemed to have occurred by reason of Grantee's tenure to InlUally Inslaliits systems on the Easement Area within any period of time fi'om the date hereof. 7, Succ;essors and Assigns, Grantee shall have the right to assign, apportion 0!:.9thsrwise transfer any or· all of Hs rights, ·benefits;· privileges and Intarests ariSing in and under this easemen~1 t limiting the generality of the foregoing, the righte and obligations of the parties shall Inure to the benefit of be nding upon their respective successora and 888lgns. DATED this . .jot·PI f'\ day of A0 ft. ~'3q1tlAnbif . ,2005 GRANTOR: BY:_-L~~_e_..:...N_· _...J_~_c,o_ STATE OF WASHINGTON ) )Ss COUNTY OF ) On this ~ day of 2005, before me, the undersigned, a Notary PUblic In and for the Slale of Washington, dul commissioned and sworn, personally appeared Ma(C llau~. . to me known to be the person Who 81gned es1\AM\a~l.O~ meml1£ , of SEATTLE REDEVELOPMENT, LLC, the corporation that executed the within and foregoing ISlnlen!, and aci<noWle<!ged said Instrument to be hl&lher free and voluntary act and deed and the free and volunlary act and deed of SEATtU! ReDEVELOPMENT, LLC for the uses and: purposes therein mentioned; and on oath slated that .l:t1i::. was aUthorized to execute the said Instrument on bShalf of said LLC. IN WITNESS WHEREOF I have heraunto set my he ............ ,""'\\\'1 _--£~a: S.q"" \ _-~" ... ,""1.'lll rrh " 3' (J :~$lQI'( ~"~ I" .. :0 ~T~ fl: I ~ ~U~.~ln~ ~ ~ \ 1tR\~ j : ','!}. "',,8'20.\" •••• -~ :: IJ_"'~ :'1""","', ..... ~cr.:-__ ......... d~~ .. ~ .. '·.!!"O'M 11\, WAS "" ,\"\,,, Sunset Crest WONO: 1070239591105035856 REOT: 55950 Data: 712005 Page2of2 ...• (,;: .• ~." i ~, I ~I ... ~li . I . ' . I . I .. ---.......--.. -.-".. ...... "' .. -.~ .... ',,-,.. ., ", ~ '. !. Kathy Keolkei-Wheeler, Mayor . J)ecerilber'6, 2004 CITY' OJ?" RENTQN' PlanningIBuildinglPublicWOrksi:>epartmeot Gregg Zimmenn.au P .E.;AdministnltOr CITY CLERK erN 'OF RENTON . . ·.DEC 072004 . RECEIVED" CITY ~LERK'S'OfIFtCI .' TO WHoM IT MAY CONCERN: .. ' . .' '. "'. .' " .. '. '.' . Subject; ... -Ad~ihg ()fSev~~~~W,.PlitiSan<l,Slioit:Piabd~ ~eiil()n . ·.~~~~es~t~\bld'~~t~~~"\~~~~:~~IO'.".·.· i·" ":.:..-,- : ~ ;: . . Amber :U.me Short PIal' ".<"'., .' C~ A~~:pk :/t' ". ' :"'",' .. -.. :. . . CitY 'View l>iv i short Plat ':,. " <;";DaveP~Shott'Plat', -.: ':';"""" . "'el~ff~ .c,f.f:.~~~~ri~~. Kumar Short PIa;! , . :. ,':,,''', , : " Ma~:.Highi.and$: Oiv. 2 prat .:~':. ".;. ~····H~ .::-:'- " '. , . Stoneridgens.hortPlat,·' . '" .; 'Sunset~rest$lrott!~at, =, ;":': .... ..... ; / .. :. : .. ", :~. ::. . .... ,;' . . ': Sin~rely, :,- . ~ . " , .' .'/1~ .. '.:::,~. ,7,' · ., ~ .•.. :<;,.'".:: ..• !', . . '"!- ~.' '1 " " •. ,' '. Jan Conklin, . .' .'. '. . '. Develppment Servi~.Represelititi~·· Deyelopment Services Division·· ' ....... , : Telephone:42543{)-7276' . ., ;, ", -., ;', '" . ',-' ' ... / ..... ':<;'.' {. ":-;5- ," ,;'".' C ~~\~"::';; '.- : .. ' ',' . .' .. . #bplatadd ." :- .~.""'" . .. . -. . 1055South("\~WaY-Renton. WashiIigton 98055 , .'-' -'-RE NT'ON '(!) Thispaperoonlains5O%recydedmalerial,3O%postmnsumer '''):' AHEAD OF .THE CURV~ . AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the 20th day of January 2005, affiant deposited via the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: SUBSCRIBED AND SWORN to before me thisil()1h day of ;)"a..n(,l.Q.. r-i/ ,2005. I Notary Public in and for the State of Washington Residing at =t?" LhtL.U , therein. Sunset Crest Short Plat File No.: LUA 04-119, SHPL-H, ECF The Decision or Recommendation contains a complete list of the Parties of Record. ,~, . 0, January 20, 2005 OFFICE OF THE HEARING EXAMINER CITY OF RENTON Minutes APPLICANT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: DEVELOPMENT SERVICES REPORT: PUBLIC HEARJNG: Mark Rousso J&M Land Development, Inc. PO Box 2566 Renton, W A 98056 Sunset Crest Short Plat LUA 04-119, SHPL-H, ECF 3715 NE 19th Street Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site. Development Services Recommendation: Approve subject to conditions The Development Services Report was received by the Examiner on December 14, 2004. After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the December 28,2004 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, December 28,2004, at 9:01 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Neighborhood Detail Map application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Short Plat Plan Exhibit No.4: Preliminary Drainage and Utility Plan Exhibit No.5: Zoning Map The hearing opened with a presentation of the staff report by Susan Fiala, Senior Planner, Development Services, City of Renton, \055 S Grady Way, Renton, Washington 98055. The subject plat consists of3.58 acres which are proposed to be divided into eight lots. The site is located north ofNE Sunset Boulevard, access Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 2 to the site would be from Union A venue NE to NE 19 Street. A utility easement is located on the westerly portion ofthe site. There are steep slopes on the site that encompass a significant amount of the southeast portion ofthe site. There are two gas pipelines that cross the western portion of the property and f:lrther to the west are the overhead transmission lines. Also located on the site is an unnamed tributary that traverses the southeast portion of the site and drains into Honey Creek, approximately 75-feet to the south of the site. There are two tracts proposed, Tract A the sensitive area tract which would contain all the sensitive and protected slopes as well as the tributary and Tract B which is proposed for the drainage wet pond located in the western corner of the site. This subject land is vested to the R-8 development regulations that were in effect prior to the new code effective date of November 10,2004. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with nine mitigation measures. No appeals were filed. The subject site is designated Residential Single Family on the Comprehensive Plan Land Use Map. All land use elements, housing, environmental elements of the comprehensive plan are in compliance. The net was calculated to 5.4 dwelling units per acre which complies with the density requirements for the R-8 zone. The proposal's compliance with all building standards would be verified prior to the issuance of individual building permits. All lots comply with arrangement and access requirements of the Subdivision Regulations. The proposed lots appear to have sufficient building area for the development of detached single-family homes. Access to Lots 1 through 3 is directly to NE 19th Street, lots 4 through 8 would have access from the new public road (Road A). Street improvements along the frontages ofNE 19th Street and Road A are required, including pavement, sidewalks, City of Renton streetlights, and street name signs. A dedication often feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. The western edge ofthe property is cleared for the large overhead power lines. All vegetation in the sensitive areas would be maintained. To protect the privacy of an abutting neighbor west of the proposed development staff is requiring that a six-foot high fence be placed along the entire west property line of the proposed development. The staff further recommends that the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. Fire, Traffic and Mitigation Fees are proposed. The site is located within the boundaries of the Renton School District. The School District has indicated that they can accommodate the additional students. The project would include the development of a new detention pond and a wetpond located near the west property I ine of the site within Tract B. Staff recommends that Tract B be fenced along its entire perimeter. ... Sunset Crest Short Plat .~ File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 3 The site is located within the City of Renton water service area. An 8-inch water main and service lines are required to be installed, including fire hydrants. There is an 8-inch sanitary sewer main in NE 19th Street. The sewer needs to be moved to the east side of the centerline. Each lot must be served with an individual side sewer. Staff recommends approval of this short plat subject to five conditions. James Jaeger, Jaeger Engineering, 9419 S 204th Place, Kent, W A 98031 stated that they have been working with staff and agree with the conditions mentioned. Regarding the Olympic Gas Pipeline, it is within the Defense Department Easement, the common easement with the pipeline and the PSE power lines. They have been· surveyed, they are 80 to 1 OO-feet from the edge of the easement. In respect to the steep slopes, there was a geotechnical report prepared that addressed the steep slopes, building setbacks for houses and the drainage plan. The recommendations from the report were that any structures be 1 O-feet away from the edge of the 30% slopes. The pond is actually over 30-feet from the top of the 30% slopes and 20-feet from the edge ofthe pip~line. In the staff report, item G, Department Analysis Description, in the first paragraph, Tract A and Tract Bare reversed. On page 7, Access and Street Improvements, it talks about the additional I O-feet that will be necessary along NE 19th Street as additional right-of-way. Lots 1,2 and 3 can be slid an additional four feet in order to provide the 10 feet and take that space away from Lots 4 and 5, it does upset the building envelope on Lot 5, more significantly than Lot 4. Right now there is IS-feet of right-of-way on their half right-of-way on NE 19th Street, a 16-foot road will fit to the curb plus a 5-foot sidewalk in a 21-foot half right-of-way. A 42 foot right-of-way is the minimum and fairly common in new short plats. The Examiner asked if Lots 1,2 and 3 could be shortened? Mr. Jaeger stated that Lots I and 2 were at the mllllmum area now. It could be accommodated with Lots 4 and 5, but it seems that there would be four extra feet of right-of-way that would not be used. Regarding the six-foot high wood fence along the entire west property line, they would like to modify that to the west property line of roadway and even Lot 8 and possibly the north line of Tract B, up to a point where the pond fencing would intersect with it. With the pond fence, it states "no chain link, if possible". Ifwe used vinyl coated chain link within the easement area that did not front Lot 8 or the offsite property to the north, it seems it would not present any aesthetic problem because there is nothing that would view the fence. Roger Allan, 3629 NE 19th Street, Renton, WA stated that he resides to the west of the proposed site, by the drainage pond area. They had concerns about the fence to keep people from driving into the house as well as noise and lights. He stated that he did not have any problems with the fencing that was proposed today. Arneta Henninger, City of Renton, Plan Review Section stated that on page 7 of the staff report it mentions the dedication of I O-feet of right-of-way. The City code requires that roadways be a minimum of 50-feet for public right-of-way, the code also allows for new development, if the applicant submits a letter requesting a modification, the internal roads may be modified down to 42 feet. The question here is NE 19th Street and that is an existing right-of-way, that is why an additional 10 feet have been requested. It can be looked at for adjustment, but with no promises. The Examiner calIed for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:48 a.m. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 4 FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Mark Rousso, J&M Land Development, Inc, filed a request for an 8":lot Short Ylat. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Determination of Non-Significance -Mitigated (DNS-M). 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 3715 N E 19th Street. The subject site is located south ofNE 19th Street and immediately west of Redmond Avenue NE if it were extended to the south. A single family home and outbuildings were developed on the site. 6. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses, but does not mandate such development without consideration of other policies ofthe Plan. 7. The subject site is currently zoned R-8 (Single Family -8 dwelling units/acre). 8. The subject site was annexed to the City with the adoption of Ordinance 4337 enacted in February 1991. 9. The subject site is approximately 3.85 acres or 167,622 square feet. The parcel is an "L" shaped lot that is approximately 640 feet long (north to south) by approximately 328 feet wide at its wide:;t and 190 feet at its narrowest (frontage along NE 19th). 10. A 200-foot wide transmission power line corridor runs at a slight northwest to southeast diagonal along the western half of the subject site. An Olympic gas pipeline is also located in that corridor. 11 . A tributary of Honey Creek runs at an east to west diagonal across the southeast comer of the site. Slopes in the area of the creek range from 35 to 40 percent and extend to the north and northwest. The topography in the northeast portion of the site is more gentle and is the area where the applicant proposes developing the plat. The steeper slopes would be set aside and protected as sensitive areas in proposed Tract A. 12. With the exception of the protected areas of Tract A, all vegetation would be removed from the site to allow the development of the road, access and lots. 13. A new north-south road would run south along the western edge of the subject site. It would enter from NE 19th Street and end in a cul-de-sac. The road would provide access to the interior lots. Staff noted that the applicant would have to dedicate 10 feet of property to permit the widening ofNE 19th Street. The current plans only show a 6-foot dedication. .~ ~ I Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 5 14. The applicant proposes dividing the non-critical acreage and the acreage not encumbered by the large power line or gas pipeline into eight (8) single family lots. Proposed Lots 1,2 and 3 would be located along NE 19th Street with Proposed Lot 3 a corner lot. Proposed Lots 4 and 6 through 8 would front directly along the new north-south street. Proposed Lot 5 would be a pipestem located to the rear or east of Proposed Lot 4. A small portion at the southwest corner of Proposed Lot 8 would be crossed by the power line easement and the subject site's drainage easement. Staff recommended that Proposed Lots 4 and 5 be reduced to allow the four (4) additional feet needed for the 19th Street dedication. 15. Tract A, the steep slope, sensitive area, at approximately 88,020 square feet, accounts for almost half of the square footage of the subject site. It would dominate the south and southeast corner of the subject site. 16. Tract B would serve to hold the storm water detention pond. It would be located in the west central area of the site and would lie within the power line transmission corridor. 17. The density for the plat would be 5.4 dwelling units per acre after subtracting sensitive areas (steep slopes) and roadways. 18. The subject site is located within the Renton School District. The project is expected to generate approximately 3 to 4 school age children. These students would be spread across the grades and would be assigned on a space available basis. 19. The development will increase traffic by approximately 10 trips per unit or approximately 70 trips for the 7 new single-family homes (an existing home would have generated 10 trips). Approximately ten percent of the trips, or approximately 7 additional peak hour trips will be generated in the morning and even mg. 20. As noted, stormwater would be contained on Tract B. It would drain into the tributary creek by a "driscopipe" that would be placed across the steep slope to offer the least disturbance ofthat slope. The water's energy would be dissipated as it entered the stream to prevent erosion or scouring at the creek. 21. Staff has recommended that the detention system be screened with landscaping and fencing. They also recommended that the entire western perimeter be fenced. Staff also recommended that two trees be planted in each lot to restore the aesthetics of the subject site. 22. The subject site is served by City water and sewer. 23. The southwesterly neighbor was concerned about screening and fencing but accepted staff's recommendation. 24. The applicant suggested that a narrower road section or smaller dedication might help with its lot layout. CONCLUSIONS: I. The proposed short plat appears to serve the public use and interest. The applicant has made provision to protect the sensitive areas on the subject site, actually, half the acreage. The development also works around not only those sensitive areas but the constraints imposed by the large power line and gas line easements that are also located on the subject site. Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 6 2. The development will create additional lots in an area with urban water and sewer services. The development will also increase the tax base of the site and help achieve the City's housing objectives by increasing housing opportunities in the City. 3. The site's sensitive south slopes and creek will be protected and stormwater controls will help prevent erosion and scouring of the creek. The detention system should be screened both in terms of the new lots near it and for the adjacent properties south and west of it. Staffs recommendations on fencing and landscaping appear appropriate. 4. The applicant will have to dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to the dedication which staff in its sole discretion may determine appropriate or not. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 5. While the steeper slopes are being protected, the new lots should provide some internal landscaping as suggested by staff to help avoid the raw appearance that will be caused by clearing and grading the entire site. 6. Jt appears that given the constraints found on and around the subject site that the proposed short plat is an appropriate method of redeveloping the subject site. DECISION: The sholi plat for eight (8) lots is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERe. 2. The applicant shall present all dedications of property to the City Council. The applicant shall dedicate property to allow the widening ofNE 19th Street as well as the new north-south right-of-way. The applicant may seek changes to street widths which staff in its sole discretion may determine appropriate or not. 3. The lots may be shifted or shortened as necessary to provide sufficient room for the dedication but all lots must meet the required lot dimensions. 4. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 5. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements, The agreement shall be placed on the face of the final short plat prior to recording. 6. A six-foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways, The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 7. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant ,', Sunset Crest Short Plat File No.: LUA-04-119, SHPL-H, ECF January 20, 2005 Page 7 against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 8. Tract B (storm drainage) shall be fenced along its perimeter. The portions of the tract that abut Lot 8, the existing parcel to the north and third party property to the west, shall include a landscatJed visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with sight distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City'S Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. ORDERED THIS 20th day of January 2005 FREDJ. KA HEARING E TRANSMITTED THIS 20th day of January 2005 to !he parties of record: Susan Fiala 1055 S Grady Way Renton, W A 98055 James Jaeger 9419 S 204th Place Kent, W A 98031 Arneta Henninger 1055 S Grady Way Renton, W A 98055 Roger Allan 3629 NE 19th Street Renton, W A 98056 TRANSMITTED THIS 20th day of January 2005 to the following: Mayor Kathy Keolker-Wheeler Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Stan Engler, Fire Larry Meckling, Building Official Planning Commission Transportation Division Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section I OOGof the City'S Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 3, 2005. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make::l ".:ritten request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This Sunset Crest Short Plat File No.: LUA-04-] 19, SHPL-H, ECF January 20, 2005 Page 8 request shall set fOlih the specific ambiguities or errors discovered by such appellant, and the Examiner may, after rev iew of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., February 3, 2005. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in pUblic. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebllt the evidence. Any violation of this doctrine would result in the invalidation of the request by the ComL The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. g- "2 ~~ i' C> o ~ "0 i 2: n til n > t""' t"l ~- SUNSET CREST SHORT PLA T 8 LOTS NEIGHBORHOOD DETAIL PLAN 3775 N£ 19th 51. r- JAEGER ENGINEERING 9419 South 204th Place Kent. WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 » -U 0 :;0 ~ 0 Z 0 ..... r+ ::r CD ~ r'l .......... l'" (/) fTl 0 ~ 0 z l'" -l 0 ~ Z (/) I -U I'V 0-1 Z ; :;0 » z C) fTl (}l r'l ?E So: R-l RL-~ Cl) " ...c: "' C/) "', ; '''', ! r··-"''--'-GN=J--- \[- ~ ! ~i~_ .. ----Renton dil, Limi\41 1",,"00 ! ! <r; I I -gil ~II i i /1-' ~~ ___ -I I, Rf-$ j I ) J I I --+ __ j 1 __ R ~ D5 4 T23N R5E E 1/2 5304 ( • 1>. A PORTION of the S.E. 1/4, • I" \ \ ~·~I-A-! 'ill _J ~I '\" Lt "I DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 \ \ 50 YEAR WATER LEVEL: 428.0. AREAa4416 BOTTOM: 423.0 AREA"!' 1976 Sf" VOLUME PROVIDED: 15980 CF VOLUME REOUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORACE TOP WETPOND ELEV: 42J.0,· AREA" 1976 Sf" BOTTOM WETPOND ELEV: ,419.0. AREA-600 SF' vOLUME PROVIDED: 5152 Cf" VOLUME REOUJRED: 5127 CF Topoalf~p"'r AND BOUNDA.RY SVR\I['Y BY: ' Centre '''''''la 1._ ........ '",",1 '61. h. MOOt _ _ Pointe (UI) Nj·,101 Surveying 4, TOWNSHIP 23 N .. RANGE 5 E •• ;1 11' "PI "IW I: I I TYP. INTERIOR PLAT ROAD HOT ro SCALC ti. ~ . i: ~t:IiM I-lii~ 0+00 1+00 hOO 3+00 PROFILE -INTERNAL PUBLIC STREET SCN,,[I HeRtz., 1-.40' 't"tln',1 ,-•• ' t OIUPHIC SCALI: 'kc-oXo;J--3 T i ,....""..---------. (tII"'l I I,,,,,. a ft, (j Z ~. " W~ ~:l ~~i~~ (jli!~ a z£~ ..... W~~t I rr;~ 1: w'" (j W ~ ~ '"-::J Q:: <::", o ::,"" ~~~~ '"-~ ~~ t3 III) ~\/'I ~ ~;: ",'" '"-Cl ~ ~ iil Q; ... ~ i ~~ ~Ii ~~ ~ii u .. ~~ ~~ ~~J ~ ~ MrI....l- w ...l....- CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 22 day of Decem, 2004, I deposited in the mails of the United States, a sealed envelope containing HEX Agenda and Report to the HEX documents. This information was sent to: ':1, ,<r "'. ~ ,,-,'f-' ; 1~ iT ,,' ~;;:;' "i :~'Repres~htirig ;C: <" ,," . .. ,""; .. ' ~Name,; , >, Agencies See Attached James Jaeger Roger L. Allan Marc Rousso Kenny & Lisa Cook Violet Honea Nelson & Fe Ruedas (Signature of Sender).:.-.: _4!:.~:"""':"'--~""';':";"'-,4.~~.:::......!!~---------------.... ~ ......... , .. ",\\\\\ _ ........ ~\\.'(N k:q "'" STATE OF WASHINGTON SS COUNTY OF KING : ~'...... Iff, " .f ~ ... :~~\SS/OA?· .. ~ -", : :0""" ~+.,.'~ I, .. : (j NOT..q '0'. -n ~ ~: IYJ-~~-n~ ~C/l: -."'1) m: ~ '-.,0(; en·; I certify that I know or have satisfactory evidence that Derek Jordan \ ~\ Bue ./ 1 signed this instrument and acknowledged it to be his/her/their free and voluntar~,reb~~~6$am.! purposes mentioned in the instrument. "'It WASH\~0:, __ -- l,,\ \\ ... ~,,,'\,.,,,, ...... Dat~ /:5, '?x6 Notary (Print): ___ ""It1MI'<r'AImRII'lrLYN.......-rKA.,..,MCrTT"1"tH~EFI':'l'F ~=:--__________ _ My appointment expires: fiJi? APPOINIMENI ExpiRES 6-29-07 Crest Short Plat template -affidavit of service by mailing COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: ._--- December 28, 2004 Sunset Crest Short Plat Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, WA 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-119, SHPL-H, ECF Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat' approval for a eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. The proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south of NE 19th St. terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are also present. 3715 NE 19th Street " .. ", \ GRAPHIC SCALE 1!!~Jft. \ City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner -LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 2 of 9 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: Exhibit 3: Exhibit 4: Exhibit 5: Neighborhood Detail Map (dated 09/28/2004) Preliminary Short Plat (dated 09/28/2004) Preliminary Drainage and Utility Plan (dated 09/28/2004) Zoning Map: Sheet 05 East (dated 12/04/2003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Violet R. Honea 3715 NE 19th St Renton, WA 98056 Attorney in fact -JoAnn Wheatman Residential -8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residence and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Multi family residential; R-10 zoning West: Single family residential; R-8 zoning NE 19th Street 3.85 acres (167,622 square feet -gross area) Area Comments Existing Building Area: NA NA NA All structures to be removed. New Building Area: Total Building Area: D. HIS TORICA UBA CKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 4498 4404 4337 NA N/A 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 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations hex_SunsetCrest Date 02/2011995 06/07/1993 12/16/1991 City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 3 of 9 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 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; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND hex_SunsetCrest The site would be subdivided into eight (8) lots for the eventual development of detached single- family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An Olympic gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from NE 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un- named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF Comprehensive Plan Land Use designation. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 4 of 9 proposed plat would arrive at a net density of 5.4 dulac after the deduction of the public street and critical areas from the gross acreage of the site. The subject land use application is vested to the R-S Development Regulations in effect prior to the new code effective date of November 10, 2004. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on November 2, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Sunset Crest Short Plat. The DNS-M included nine (9) mitigation measures. A 14-day appeal period commenced on November S, 2004 and ended on November 22, 2004. No appeals were filed. 3. COMPLIANCE WITH ERCMITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1 . Fills above the slopes bordering Lots 7 and 8 and the drainage pond shafl be limited to three feet or less. 2. The project shall be deSigned and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume /I of the 2001 Stormwater Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shafl instafl silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shafl be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall instafl permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shafl pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shafl be paid prior to the recording of the final short plat. 7. The applicant shafl pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. S. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shafl place a note on the face of the final short plat stating: "Utility Locate shafl be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS hex_SunsetCrest 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 City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 5 of 9 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 SHORT PLAT CRITERIA: hex_SunsetCrest Approval of a plat is based upon several factors. The following short plat criteria h~iVe been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The plat has a net density of 5.4 dulacre which is within the allowable density range. Policy LU-3S. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All eight lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 sq. ft. and the largest lot is 6,640 sq. ft. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. Policy H-4. Encourage infill development as a means to increase capacity. The addition of eight (8) new single family homes to an under-developed property would increase the City's housing supply, thereby furthering the following objective of the City of Renton. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Honey Creek. The ERC issued a mitigation measure on the project to mitigate impacts including: providing permanent fencing and signage along the critical area buffer. (b) Compliance with the Underlying Zoning Designation. The 3.85 -acre site (gross area) consists of one parcel designated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to eight dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots and critical areas are deducted from the gross acreage of the site. After the deduction of 103,382 square feet from the 167,622 gross square foot parcel (167,622 gross sq. ft. -103,382 sq. ft. total deducted area = 64,204 net sq. ft. I 1.47 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (8 units I 1.47 acres = 5.4 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 66 feet and lot depths are proposed from 84 to 106 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 6,640 square feet. The short plat would create eight lots and two tracts with the following sizes: City of Renton P/BIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119 ECF SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 6 of 9 hex_ SunsetCrest Lot Area (square feet) Access 1 4,500 NE 19tn St. 2 4,500 NE 19tn St. 3 5,266 NE 19n' St. 4 5,961 Road A 5 5,460 20' access 6 4,S70 Road A 7 5,400 Road A S 6,640 Road A Tract A SS,020 N/A Tract B 20,772 15' easement Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes within the R-S. Building setbacks as required by the R-S zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for those lots fronting the new public right-of-way, Road A. All lots comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-S zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-S zone. 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. Accessory structures are permitted only when associated with a primary structure located on the same parcel. A single family residence and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. Building height in the R-S zone is limited to two stories and 30 feet for primary structures and 15 feet for detached accessory structures. The R-S zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (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. The side lot lines of the proposed lots are at right angles to street lines. All lots would have direct frontage to public roadways. New Lot 5 is a pipestem lot that would be accessed via a 20 ft wide driveway. As proposed, all lots 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. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-S zone. The plat plan does include setback lines for each lot showing potential building envelopes and 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. City of Renton PIBIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 7 of 9 hex_SunsetCrest However, new Lot 8 would contain a 15 ft. drainage easement along its entire west property line. The width of Lot 8 is proposed to be 66 ft. With 66 ft. for the lot width minus 15 ft. for the easement, 51 ft. of width remains which meets the lot width for an interior lot. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lot 3 to be located at the intersection of public rights-of- way. The proposed short plat would provide a radius of 25 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to Lots 1 through Lot 3 is proposed directly to NE 19th Street. Lots 4 through 8 would be accessed from the new public road, labeled as Road A. A ten foot right-of-way dedication is required for NE 19th Street Ave. NE. The applicant has shown six (6 ft.). An additional four feet is needed. It appears that Lots 4 and 5 could be reduced by four feet and maintain lot area that complies with the R-8 standard. This revision can be done as part of the final plat process. Street improvements along the frontages of NE 19th St. and Road A are required, including pavement, sidewalks, City of Renton streetlights, street name signs, etc. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by 'reducing the size of Lots 4 and 5 and still meet lot size and width and depth. \ Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, storm drainage tracts and critical area tracts as a condition of short plat approval. Topographv: The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large overhead powerlines. Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. The ERC placed mitigation measures on the project requiring temporary and permanent fencing and signage of the critical areas. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the south, west, north and east. The proposed detached single family development appears to be suitable within the context of the existing uses in the area. The abutting neighbor located to the immediate west of the proposed development has requested that a fence be placed along the new public road as the road would be located between 7 and 10 feet from the outside wall of the existing residence. The new road would carry traffic from seven of the ten lots plus occasional traffic for maintenance of the storm drainage facilities. As cars would be turning and backing out onto this new road, headlights, glare and noise would be potentially created. To ensure the privacy of the existing residence and to reduce glare and sound from the proposed development, staff recommends as a condition of short plat approval that a six foot high solid fence be installed along the entire west property line of the proposed development prior to recording of the short plat. If in the future, the abutting property is developed. The fence can be removed if needed. City of Renton P/BIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 8 of 9 hex_SunsetCrest Community Assets: The plans indicate that all vegetation, except for that within the sensitive areas, would be removed for the development of the short plat. As a result of the loss of existing vegetation and in keeping with the code, which requires adding attractiveness and value to the property, staff recommends the following condition: the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. In order to ensure the trees are maintained and/or replaced if damaged, the applicant shall be required to record a restrictive covenant against the property. The restrictive covenant shall indicate that two ornamental trees are required to be planted and maintained within the front yard setback area of each new lot. The restrictive covenant shall be recorded prior to or in conjunction with short plat recording; however, the trees shall be planted prior to final building permit inspection. (e) 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. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate viCinity of the subject property and it is antiCipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 8 = 3.52 rounded up to 4 students). The schools would include: Sierra Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage / Surface Water: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HOPE). This HOPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gab ion basket energy dissipater structure would be located at the outfall to disperse the pipe discharge into the stream. Furthermore, staff recommends as a condition of approval that Tract B (storm drainage) be fenced (no chain link if feasible) along its entire perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north should include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The fence should be of a quality material, not chain link (if feasible), to reduce the impact of the drainage tract. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. An eight-inch watermain and service lines are required to be installed to serve the plat including fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. New water service stubs to each lot must be installed in conjunction with the above water main extension. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A Water System Development Charge of $1,525 per each new lot is required to be paid at the time of the issuance of the construction permit. City of Renton PIBIPW Department SUNSET CREST SHORT PIA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 90f9 There is an 8" sanitary sewer main in NE 19th St. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. H. RECOMMENDATION: Staff recommends approval of the Sunset Crest Short Plat, Project File No. LUA-04-119, ECF, SHPL-H subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 3. A six foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 4. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 5. Tract B (storm drainage) shall be fenced (no chain link if feasible) along its perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. hex_SunsetCrest A PORTION of II , ! I I I I ! ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE "kw-~ T i i (Of rmr) liDc:b-200fl Cl Z" ... -0 /'I') II') a:: ~_g;~ W ... ") 1 0 W .c:2° c!, z ;0):312 -0 '""' Cl '" .::l;;;-Z .c:~~~ W -'-'" 5 -: ci . a::V)C:<:~ WOl~~~ '" ~ ~~ W 01 Q. <( .. "") I-~ ~ Q. I-~ ~'"' ~ 0-;'" ~~~ Iii 3§: L..i" :z ~ ~~ I-.., bl ~ ~ ~ Ii V) 0 ~ ... ~ ~~ Ii ~a ~ * i ~~ 2~i Q~ o!~ ~ ~~ .:~~ I I: ~ ~ .., DATE: ~ SCAIL, ,. a 200' O(SlGN8Y:~ """',8Y,~ SHEET __ 1 __ Of _1 __ i I \ \ II Ii I: ! 1'1 I' i I I, , i 1:1 I! A PORTlON of the S,E. 1/4, SECTlON 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ ii8'! iJ'lIIg:aDr "~""" 'S" t i [~~ .~ ll!e"'!ftl. !~~1 ~'lII.g:a" j~ ~ ~ ~ \/0. f'ill'b"olDI ~ 0 WfII:a\y; :::z :m:l~ ~ t(: t~....... I L ........ ,... lJ211:i'i_·, fii~'-' .... _". : 10 ,::-'-r-.,. ,."'-,-.. ~" ,--.~=----, -__ <~ : "':RB"" .,,,, I / ~ a:Z;~~~_.~· .rn~-..n .. ::t:_ '_· __ 31.:;r-.%..£.\ ..... __ " l~lj\~J~ a -~~ .. -~luUi --e~ _II ::l:.~-;-m:~~-.,T='"~if ,-.. ~~, ~~·:\:~\:I: °trl:iI~~~~~~>-~~~~~~~2f ~~~~-, II;iI~~'-~~ \ 1)\ :,...: .. I I, /j" : I 1': 1-::1 f';~:;-" \~ r ~~ ,'I \/.r." ... :,.. "i ,r., : ~ .~ ... W : • ..!" ~ / \\\ \\·\·\i ,r---" ;'~ I;:, \'I'\:--rrl~L.~~-~-~-JI/' J ~ \, \\ I '~" ~ r-~~.t ~ .. _~ol'._ ' ,', \ '~'~. i / ~ lo fU.~~ET . -', .~ , \ \ J ~. I L~.l ~-"T"--------., ~ \ \ ~~. / / ~ ) : if}i:---..!. 't-l J:; \,.1." i: \~i ~~~.\ / \,1 l_. --= __ -~L L __ ~\-:.j &''''1' ~ \ h ;: "',g/ -"' 47' n: ~" . \ I " / "I /' ~---~~=:-, .J ," ",'.'~."\ O"-'i I'\~ 50' / 'I' \ 6\ ~ .. ,"" , 6 aIr -ftIIrO • 4870sr ~\ , _"_I', .~' , ( ...--...., \, I \ \r\ ; \\ / ,'-~-::5:::~ \1\ ', .• \\ I \ ": ~\ ,/ \ 7 \ i~: ) ~'~'~~ !,~' ~.\~I\ \. ~ i!1::o~-,-~l~ ~-~,>~Ll-/ " ... ~ .... rJ~: '\ :1 I :;:--: .. "",-... _ ........ 1~ /' \- \ ~1-ul!srl:'II" .--..:::-,...... ./ /' ,/ _, '_ "·U'.lUL!J,;J_ I ,\ I~ /1 __ ::.::-.:.::::....~ ... _/--;~ ~'~" I :---"II",III~-:::::'::::;:::t~=-~ , ~ '\ "\"'\ I .:------,-)'91!ir(_...:::....--.::-,z<::::.f:::::::::.~'" , '\' '-' /'1 /" ----'::::-i-::;p.:::--~ \ . 'I ....... .---( 8J..ftl /1' I' '~!' ;=--::. -/7::.. -.--:::::-::;:: ~1fIII , \'~ L 1/1 ~ 'l': --:::.-:::',-=.-:::'% " ~' , ~.~ TRACT oBI' I I / 'f . !~~l ,--t :::::-::J =-::: ::: /' .. , '" 20" _~./II,!\I\', \~ \11)~g~ EASE .... ENTS NOT SHOWN: OLYtJPIC PIPE LINE COtJPANY: SITE SERVICES SEWER: CITY OF' RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT F'IRE: CITY OF' RENTON TELEPHONE: QWEST VICINITY MAP N.f.S. ELECTRICAl. '" GAS: PUGH SOUND ENERGY CABLE T.V.: COUCAST CABLEVISION SITE DATA AREA: 167.622 SF OR 3.85 ACRES AREA IN STREETS: 15.227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: B8.020 SF OR 2.02 AC NET AREA: 1.47 ACRES PROPOSED NO. LOTS: 8 ZONING: R8 PROPOSED DENSITY: 5.4' UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAIJILY DETACHED RESID. REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEtJENT OLy .... PIC PIPE LINE CO .... PANTY: , '" to.· 'D t\_,ri DRAlN~ POND I / I 11\ '~'\ \!'.f. J.:::::: ':\. ~ :: ~ \ "" .......... __ -J"flll'\Jr'I,;/!rl:~' I~' '\W'" --," J 1//) ,./ I il,/II"',' ,1/ ---~' _ \------I I '/ . I; I l'd1'1!1'! / /' , NOTE: A1.L EXISITNG , . \ ~._-:'::-I ai, II ,:/I( I il//III/I' STRUCTURES SHALL BE , , . -'-N! I i£~/ I ~'II.'/ I REtJOVED \ ' ,--------:->m':" i~r ° ! / I '/ !(I.' I·' "M~'-=::::---';---Y~~6 t) tfIi II fl , SITE ADDRESS: 3715 NE 19th ST. ASSESSOR'S NOS. 142305 9031 REC. NO. 7301150412 LOCATiON PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEtJENT. TRACTS: TRACT A: SENSITIVE AREA: 88.020 SF TRACT B: DRAINAGE: 20.772 SF TOPOGRAPHY AND BOUNDARY SURYfY BY; ~Cen1re """ It> ._-..... '.",IWa,.fA. 1I0o:I _ _ Pointe (163) 01-1101 Surveying .F~ " \\:. ~+::= = == ':::./~2~ "~~/I~~%'l" ~ ~ ,~\\ \ \~ ~ri----~ --:;.-:-/' ,/ / I ~H;, ,Ifj ~ \ I~~' " ~''-,-~~< ~'::. ~_-:. //;I;I/;'I;%~I;l. i! ,I ~', ~_ -,,;;!,; _--/.'..0H:ldjP II , i...' "-----=---r:':;.f1i/j::1/~l,l , , ~P -----.'-- -~P 'li.Yt.P);;1, I I:' ,~ . "~'~"~=;::3'~~--~i§':~;J:;' , \ , ,~' "'-' ....-/// ~ ""\",r:/,/.;..r/~ I " ~ '\ ~:cc/~~/~ ,~,~j, 'I 'L ,.,:::-:::: --/' / ~I lhW/fr;/l? ' "~,--::..-::. --/' / /~~>I1:;h'" , I' ,,--....--0::7, .13, I --\~-;::; --,;;;~", ",,1 _ ........ 1 __ _ , \ ~:-... c _ _ '}-. " ____ _ " \ ::::1""'1 r (/t'('0'f./,'t \ \ '" ~~~ \ \ '~~'~'f ;:-,::-::::.:'.':' ,', ""1.':.--.. ~~, WI/,·, ,1', :.:.,';'i. ... :-n .. '~~ "~,,,,~,,-\I"I";;I'!' \\i ~l :S~~;'~"'QIII~'/~:1 ~.: '';',r'-' \ a ' 'i:,:~.'~~' 'f.~ ~ R~ ~ , ..... -(:f). J.r.7 /1 \~'''' '-'-'::..':d.' ~: ~~:=::?--"_/ ~~~::~~~~~ LEGAL DESCRIPTION THE WEST HAlF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTiON '. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.tJ .. IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT, THEREOF ADN EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD. PROPER.TY OWNER: VIOLET HONEA 3308 PARK AVE. N. RENTON. WA. 9B056 ; 1111"") llndl •• ' ft. o z a: IJ .. W ~_ a~ WCl:;:L~~ ~;~~a (j~ ':::l~ Z:S~~~ W~"i~~ .. a::~.:lc & t W~ flo; o w ~ J < a.. I-'" '" :::!; It l- I-:3 ct a.. " o I-on ~ ~~§ ~ 3~kJ L..J., >: Q:: ),..~ U Q::" ",'" ~ jj &: I-b: I~ ~ >-~ ~o ~i O~ 1021 ~5 ~O>~ "'o::M~ Q U ... ~ Cl 0::: o~ ....... ~ "( ~ ... ~ :s~ ~l ,::E i~ ilIUI>!.. ,".<lQ' Ol_rr:.......l.IL.. DII_ .• Y:......II.!L.. ---- ... ,-L- _1 __ 1 : I I:! , I , i i \ \ 1,1 I' "'I' , DRAINAGE DETENTION: LEVEL 2 DETETIDN STANDARD FENCED POND WITH 2:1 SIDE SLOPES ELEVATIONS: TOP: 429.D 50 YEAR WATER LEVEL: 428.0. AREA-4416 BOTTOM: 423.0 AREA~ 1976 SF VOLUME PROVIDED: 1598D CF VOLUME REOUIED: 14554 CF" WATER QUALITY: WETPOND BELOW DETENTION STORAGE , TOP WETPOND ELEV: 423.0" AREA= 1976 SF BOTTOM WETPOND ELEV: 419.0, AREA-SOO SF VOLUME PROVIDED: 5152 CF VOLUME REOUIRED: 5127 CF' TOPOGRAPHY ANO BOVHDARY SUR~r B~ *Centze::::..'t!"=' = • -Pointe (UtI 111-'", Surveying A PORllON of the S.E. 1/4, \ 23 N., RANGE 5 E., IMA'tCL SASE CCIUItIt CUK. WA. MalMED POQHO sen. CCHDITJDHS TYP. INTERIOR PLAT ROAD NOT ro SCALE ti, : ' ; ~ rnr-~ ._-,. ~H.q-t-I;q~ 0+00 1+00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET 1CALl: HDRtZ.: 1-.40' '\ItRT.1 '-.4' i GRAPHIC SCALI ~ r T .......... - e .... 1 , .... -. Ilo <..? Z a: w t_i wi..,,, zsh (3~,( Zs"' W~r:~ f O:l!!"l~ w:t <..? W « ") ~ 0-:::J Q: I': '"' o ;:,'" OJ ~ ~~ O-O~ 13;; '0( ~ Q: ~'!! U ~" 0-2S'" ~ i ... ~ i ~~ ~Ii \!Icc ~i~ ~ d~'" ~~ ~~1 -..l..-. or ..l..-. i:_ -------, i s i IR-l ZONING P/8IPW TllCBNICAL Sllll.VICBS UI04I03 J R1=-Q I - - - -Renton diV IJmItIj 'b-t-!P t.r 1~OO R ~ D5 4 T23N R5E E 1/2 5304 Date: November 12, 2004 To: Susan Fiala, Senior Planner Re: Sunset Crest Short Plat -Project # LUA-04-119 , DEVELOPMENT PLANNING CITY OF RENTON NOV 1 5 2004 RECEIVED This letter is to request that the developer, of the above stated project, be required to put a 6ft, cedar fence, along the east (315ft) and south (132ft) sides of our property, which runs alongside the named project. The fence should be similar to the one that is currently surrounding the cell tower beside this property. The request for th~ fence is. due to the fact that several changes will occur as a result of this project being done .. At Jhi~ time we have just grass and trees behind our house and there is u~y no one arriWid. When thiS project 'is complete there will bea road that'-· will run along the backsid~ of..Qur house,. which will be ·S.4 ' feet at one point and 7.6 feet at another, from the back;of our house. This will cause many issues: . I. More noise, from cars and people. 2. There will be light and glare from cars and streetlights, blaring into our bedroom, family, and living room windows. 3. As cars will be turning onto that street there is a possibility that someone could be driving erratically and possibly hit the backside of our house, which is a major safety issue as well. Because of the above safety issue we ask that there be speed bumps along that road as well. There will be much more traffic on this road now ';~s a result of the project being done. ::: '4u c;Al~o; ,along the south end of our property there will now be a drainage pond, ,. C"," , ,. ,; whi~h We would like to not be able to see. -.' " J '..' .•. ,' . . i'" ,'i ~. i . " There was a lette~ 'sent to the people who surround this property giving them the opportunity to state any requests for conditions. For some reason, our name was left off of the list and we were not given the initial attempt to request conditions, before the first ''Public Comment Period" ended. Please take into consideration for our request it would be greatly appreciated. Thank you, . Kenny and Lisa t~ok · / i; '. f ;: . 3709 NEI9th St , Renton,W~!9S056 ....., 425-255-17pl,'~;~', . "il" ""J. ", .. , ' ':; :;' :~: .: \,' ~' .. :'. 1,1,,-'~Ii'; -"". ~ .• '.r '_~:', .. : .. ' .•.. '.,' : l ,_ .. \, " . TO: Phone: City of Renton PIBIPW Department 1055 South Grady Way Renton, W A 98055 Jim Jaeger Jaeger Engineering 253-850-0934 Fax Phone: 253-850-0155 I SUBJECT: REMARKS: Property Owner Listings within 300 ft. -Sunset Crest o Original to o Urgent be mailed Date: 1112212004 FROM: Susan Fiala Development/Planning Development Services Phone: (425) 430-7382 Fax Phone: (425) 430-7300 I Number of pages including cover sheet: o Reply o Please o Foryour ASAP Comment review Too many Jim, I am faxing you a copy of what the surrounding property list should look like. There are 31 records of property within 300 ft. of Sunset Crest on the KCA list. Of these, 19 are not on the list that was provided as part of the submittal. I am including the list which we received for your use and to talk to whomever did it (maybe to get your money back???) So what this means, is: Re-notice the project (will try to tomorrow 11/23, new comment period ending on 12/07. If no new comments related to the environment are submitted, we may be able to use recent ERC decision. However this point I do not know right now. IF no new ERC then, we can re-schedule HEX as early as December 28th• But no earlier, as the schedule is full. If that date does not work, then we'll have to look at January 11 th , as HEX is full on the 5th of January. I am in the office tomorrow, Nov. 23rd, but will be out until the following Monday, Nov. 29th . Please let me know about December 28th_if that works for you. We did get comments from abutting property owner, the Cooks, requesting a fence alongside the road to shield their property. Is the applicant willing to do that? We may make this a condition of short plat approval. Please call if there are questions at 425-430-7382 OR by email sfiala@ci.renton.wa.us Susan Fiala, Sr. Planner Development Services Division Rentonnet Plat Index Search Page 1 of2 Your Parcel list file contained the accounts listed below. Click download report to download the data to your system. \ 31 Records Found. . vJl1\-tI t-J 300 FT. J Account No. Property Address Taxpayer Name i;04?~05~2~:~~1~ i[~~29NE:~!·H~~56·~{:2JrALL1NJ~O~I~~8;fl~t:)~Rij~~£i~,r~£~~ • I_;i:::~ 042305911606 3807 NE 19TH ST 98055 BARFKNECHT SUSAN M+BLEDSOE (1'188764011006, 901 REDM()·N.(r~~~N~=~a.~~fii·~~t~~~'2?ANNE;~q8~E~B·~~~"~ER;~E.~I~ER.:': "J,.. 188764029008 1921 QUEEN AV NE 98056 CHONG AMOS P ~ 042305912000. i .·~_'j:: .. '~,~:v.·: ... '.: .. _:,-Y.·.~-_~ .. ·-,'· .. '.',-...;;.'. ,",-', ....::. .. _.;idL._ ... --'-; •• ; .... ""_"".-'_O ...... _ ... __ b.'-"''' ... :.~ •. ;" ..... , v"' •.•. L ..... : ..... ~.: ... _ ...... ;.;'. .. :~;:.;.: •. : A 042305903009 3709 NE 19TH ST 98055 COOK KENNETH C+LlSA A . 042305903'20i--r--'" -;~..,:--::,:'O:::.:.--."; ~"'. :~~::'·lfDAtP~i?i2ROPERrfrEs7k1::G:;:-;:J::;;~:~.;:J:F:~::;r:-;·;~.;;~~ f;{' {f94()~(J4o'ii.t'19; 6 REtM-';~D: A ~ 'NE9B05t D~()SK~; ;;;;r ~ 'C'~'~',cic_"j,.:lk"::C ",' (0 :·1887,.61,~~1 ~,9~~Ij ~~!~~~Q~b~~Y'N~~j80~~J[ DU9NG~At'iiANfD~~~~~!Jl~~~L;~ijNIL~:L;~Sj 042305906804 3810 NE 19TH ST 98055 FIRST UKRAINIAN PENTECOSTAL "1 (jfa764015007 .•• f9qa a\JEEN i\v,NE.9.82i;§.,-JrfiAf@§1f§~f:'1~j';f:'1~l,INr;>iI:; q, 188764007004 1919 REDMOND AV NE HILL PAMELA 042305903405', '-...... ,_;:~._-c;. " .. ~-::'-~ . :~~-.... ~~:.~~JfFQ~~~~y~~:~,t~~1~If~M\~:~E;0'~~1~G~fi8 042305927701 3630 NE 19TH ST 98056 HOFFMANN KEVIN W+ANITA M : 042?059031,~~J371,~~ill[i9T8,;sfM255·';:~?:,:U[[c)·~~19~i~;u:r;~~E~-; ;·~~;:~i~~~,~~d.2:.i~~:1 042305923106 3819 NE 19TH ST 98056 HURT WILLIAM , .1813764b.1.4000]370-:6:~E1;~j'8~17~8p:~6?~~;;i1trE.W~lr~~qX;~:&q~:N~r\.1r ----....-'" __ ~ .. " __ .-...-.k,._~ ___ ~~ __ ,,..-.~_ ........... _ .. ~, .. ~;;..l' __ ~~~~.~ __ ~~ ..... ~~, ~() 188 64016005 1912 QUEEN AV NE LU' l , 042305909~·O?352~~NE::-~--QH~~f~~~:9'8Pfr~?3JtM~§:f~]!,~~({~" . 042305909105 3608 NE SUNSET BL 98055 MEAKIN A L '. 0423059102:109: )[j6'1_~' ~'~:~[j~~§~i::~[~~.~~§§.~~}~r~g~I~}~:[Q~{:t~/,',·ij,~'J;!!:~,:t9~::?t~ttL!~~Jit' 042305907208 MEAKIN AL & VIOLET (1. 1887~4009'pOO :·:ll.1·90·9:,~~0MQ~-D~yii~E~9!IQ56~1.~lri~A~~j*~T~~6'f[ffiETt-J,:"" ~ _ . _ •. _-'-. ~ ., _ •. ~ _____ ~_<--."..,, __ • __ ,~ ... ~_~~_....:M.-..tx":;:c,. .. ~~~~~~ , ~.",..'_..._~~~.,_~_~"'" L3 188 64017003 1918 QUEEN AV NE 98056 NGU SIMON T 't 1887640 13062',' ':~7T2~N Ef1'9T~~~'~ :;: :+, ~&:cr~~{E]i1~iE:~~~W~i~:;r{~E~~f~~i;j~~:'f~;~~')!f~j~1Df~fj~;?t}J": J~H:!i:~::~~~ 1924 ciUE~N'A;N'~:>'~:'~~~~~:E~~~~j&'FE' .,' .•... 042305913602 3802 NE 19TH ST 98055 TRAVERSO MARK T r 7 ~ 88764008qo2;~,i;1:~"1.~.~~¢.~8·~'~,~~y:,~:¥:;~f~~~'\;g~~t~~~f<J~9~;if~§M.~~:IWI~B;;fj0~;,o,;{;~·;'t:~.i··, •.• ;;:~,i!,j~,;.~~:;,;7;; I X 188764012004 3718 NE 19TH ST VERSI l ~ 7 419~to00509 t ;.,~9:ilR~~l;?tII1~q~0:~~~:01~g~~,~p~~~~tll~~~fi~i~~t~~~~g~,;!il:i~.Ij~~~f "04230590380'1","ALLAN ROGER L & PATRICIA A","3629 NE 19TH ST","RENTON WA","98056","3629 NE 19TH ST 98056" "04230591-1606";"BARFKNECHT SUSAN M+BLEDSOE","PMB 282","26828 MAPLE VALLEY HWY","MAPLE VALLEY WA","98038","3807 NE 19TH ST 98055" "188764011006","BATE£ SUZANNE+SCHOENBACHLER DENISE R","1901 REDMOND AV NE","RENTON WA","98056","1901 REDMOND AV NE 98056" "188764029008","CHONG AMOS P","1921 QUEEN AV NE","RENTON WA","98056","1921 QUEEN AV NE 98056" "042305912000","CITYOF RENTON","1055 S GRADY WY","RENTON WA","98055","" "042305903009","COOK KENNETH C+LlSA A","3709 NE 19TH ST","RENTON WA","98056","3709 NE 19TH ST 98055" "042305903207","D~bPAY PROPERTIES LLC","PO BOX 2436","RENTON WA","98059","" "741940004004","DEOSKEY ANITA","2213 NE 6TH PL","RENTON WA","98056","1916 REDMOND AV "188764010008","DUONG VAN TAN+DUC TAN+LAM LAN N","1905 REDMOND AV NE","RENTON WA","98056","1905 "042305906804","FIRST UKRAINIAN PENTECOSTAL","3811 NE 21ST ST","RENTON WA","98056","3810 NE 19TH NE 98055" REDMOND AV NE 98056" ST 98055" "188764015007","HAYNES NORMAN & MELlNDA","PO BOX 2830","RENTON WA","98056","1908 QUEEN AV NE 98056" "1r-~'14007004","HILL PAMELA","1919 REDMOND AV NE","RENTON WA","98056","1919 REDMOND AV NE" "0 J5903405'~;~'HOFFMAN KEVIN W+ANITA M","12630 SE 106TH ST","RENTON WA","98056","" "042305927701","HOPFMANN KEVIN W+ANITA M","3630 NE 19TH ST","RENTON WA","98056","3630 NE 19TH ST 98056" "042305903108","HONEA VIOLET R","PO BOX 1924","SUMNER WA","98390","3715 NE 19TH ST 98055" "042305923106";-"RURTWILLlAM","3819 NE 19TH ST","RENTON WA","98056","3819 NE 19TH ST 98056" "188764014000","LE VY THUY & DOAN MINH","3706 NE 19TH ST","RENTON WA","98056","3706 NE 19TH ST 98056" "188764016005","LU","1912 QUEEN AV NE","RENTON WA","98056","1912 QUEEN AV NE" "042305909Q06","MASTAN ALI","13810 SE 42ND PL","BELLEVUE WA","98006","3524 NE SUNSET "042305909105";~ME;6.KIN A 1:","7100 S TAFT ST","SEATTLE WA","98178","3608 NE SUNSET "042305912109",W~AKIN A L","7100 S TAFT ST","SEATTLE WA","98178","3616 NE SUNSET "042305907208",~MEAKIN AL & VIOLET","7100 S-TAFT ST","SEATTLE WA","98178","" "188764009000","NG LINDA MEI+KIN CHEE NG","1909 REDMOND AV NE","RENTON WA","98056","1909 "188764017003","NGU SIMON T","1918 QUEEN AV NE","RENTON WA","98056","1918 QUEEN "188764013002","NGUYEN I LE","3712 NE 19TH ST","RENTON WA","98056","3712 NE 19TH "042305919005","PETERSON JON C","13416 KENWANDA RD","SNOHOMISH WA","98290","" "188764018001 ","RUEDAS NELSON & FE","1924 QUEEN AV NE","RENTON WA","98056","1924 QUEEN "042305913602",!~JRAVERSO MARK T","3802 NE 19TH ST","RENTON WA","98056","3802 NE 19TH "1fH1764008002","TSANG THOMAS ~ING PONG","1915 REDMOND AV NE","RENTON WA","98056","1915 "1 A012004","VERSI","3718,NE 19TH ST","RENTON WA","98056","3718 NE 19TH ST " BL 98055" BL 98055" BL 98055" REDMOND AV NE 98056" AV NE 98056" ST " AV NE" ST 98055" REDMOND AV NE" "74f940005001","WITT CARL M JR","1910 REDMOND AV NE","RENTON WA","98056","1910 REDMOND AV NE 98055" CI~ +\~~L.~~-rED M~1GU PR PUC A ~ '1 ts L...l-"B-t llllq~ ete.-c.,.:>-; Cf'.lO~t-\lbt+LlbHleO --PiZ6 H~t~ ~~M~ ZOoJr LL&~-(~()~A~~ Parcel Number 0423059032 042305.9034 0423059038 0423059038 0423059068 0423059072 042305 9090 ~- 0423059091 0423059116 0423059120 0423059121· 0423059136 0423059231 0423059237 0423059277 0423059287 0423059288 1823500010 1823500020 1823500030 1823500040 1823500050 1823500060 1823500070 1823500080 1823500090 1823500100 1823500110 1823500120 1823500130 1823500140 1823500150 1823500160 1823500170 1823500180 1823500190 1823500200 1823500210 1823500220 1823500230 1823500240 1823500250 1823500260 1823500270 2599850010 2599850020 2599850030 2599850040 2599850050 2599850060 2599850070 2599850080 2599850090 2599850100 2599850110 2599850120 j1>PJf?tI c ,,-pJ7' '-I S r .etroScan / King (WA) Owner Name Site Address YB Owner Phone 'DalpayProperties LIc 12638 SE 106th St Renton 98055 (Hoffmann Kevin W / Anita M *no Site Address* Renton 425-271-8479 Allim Roger LlPatricia A 3629 NE 19th St Renton 98056 1953 ~llan Roger LlPatricia A 3629 NE 19th St Renton 98056 1946 ~'First Ukrainian Pentecostal Church 3810 NE 19th St Renton 98056 1916 . Meakin Al & Violet *no Site Address* Renton Price Charles E & Magvash G Etal 3524 NE Sunset Blvd Renton 98056 1918 MeakinAL 3608 NE Sunset Blvd Renton 98056 1980 :-Barflmecht Susan M;Bledsoe Clark 3807 NE 19th St Renton 98056 1946 City Of Renton *no Site Address* Renton cMeakinAL 3616 NE Sunset Blvd Renton 98056 1943 Traverso Mark T 3802 NE 19th St Renton 98056 1955 , HurtWilliain 3819 NE 19th St Renton 98056 1923 425-271-3547 First Ukrainian Pentecostal Church 3811 NE 21st St Renton 98056 1963 Hoffmann Kevin W / Anita M 3630 NE 19th St Renton 98056 1966 425-271-8479 Haugen Lawrence A 1899 Shelton Ave NE Renton 98056 1968 Haverly Maynard L Jr *no Site Address* Renton FarraMaryN 3800 NE Sunset Blvd #A101 Renton 98056 1994 Schlemmer Shirlee H 3800 NE Sunset Blvd #B101 Renton 98056 19~VELOPMENT PLANNING Shaw Cheryl A 3800 NE Sunset Blvd #BI02 Renton 98056 1994 CITY OF REN"rON Evans Dana L 3800 NE Sunset Blvd #B 1 03 Renton 98056 1994 SEP' 282004 Burris Tyson W 3800 NE Sunset Blvd #BI04 Renton;98056 1994 Cunningham Cannen R 3800 NE Sunset Blvd #C101 Renton 98056 1994 RECEIVED Vogt Richard C 3800 NE Sunset Blvd #C102 Renton 98056 1994 Tu Bich-hang D 3800 NE Sunset Blvd #D101 Renton 98056 1994 Keeler Casey/Shannon 3800 NE Sunset Blvd #D102 Renton98056 1994 Reimer Bryan A;+ 3800 NE Sunset Blvd #DI03 Renton'98056 1994 Debolt Gail 3800 NE Sunset Blvd #DI04 Renton 98056 '1994 Boody Pochana 3800 NE Sunset Blvd #D105 Renton 98056 1994 Nielson Mark G 3800 NE Sunset Blvd #D106 Renton 98056 1994 425-227-7930 Flores Wendy 3800 NE Sunset Blvd #EI0l Renton 98056 1994 Berrett Jo Ann 3800 NE Sunset Blvd #E102 Renton 98056 1994 Hall Helen M 3800 NE Sunset Blvd #E103 Renton 98056 1994 SakaueDanK 3800 NE Sunset Blvd #E104 Renton 98056 1994 Gardner Jossie G 3800 NE Sunset Blvd #E201 Renton 98056 1994 425-486-5985 Annstrong Barbara 13 3800 NE Sunset Blvd #E202 Renton 98056 1994 425-228-6492 Bishop David C 3800 NE Sunset Blvd #E203 Renton 98056 1994 Anderson Jason M 3800 NE Sunset Blvd #E204 Renton 98056 1994 Hissong Matthew L 3800 NE Sunset Blvd #E301 Renton 98056 1994 Gallagher RonanlMelanie;+ 3800 NE Sunset Blvd #E302 Renton 98056 1994 O'hearn John C 3800 NE Sunset Blvd #E303 Renton 98056 1994 MeyLyoan 3800 NE Sunset Blvd #E304 Renton 98056 1994 Kobayashi George SlFrances K 3800 NE Sunset Blvd #FI0l Renton 98056 1994 Windelev Alis 3800 NE Sunset Blvd #F102 Renton 98056 1994 Guardian Jose LlJessica E 1555 Union Ave NE #Al Renton 98059 1980 Lindekugel Michael P;Howe Teresa 1555 Union Ave NE #A2 Renton 98059 1980 425-271-2640 Seven Murril 1555 Union Ave NE #A3 Renton 98059 1980 Lin Diane 1555 Union Ave NE #A4 Renton 98059 1980 425-228-8419 Berry Laura Norene 1555 Union Ave NE #B5 Renton 98059 1980 Mezgebu Tewodros Z 1555 Union Ave NE #B6 Renton 98059 1980 Hill Talayna S 1555 Union Ave NE #B7 Renton 98059 1980 Patterson Yu Q 1555 Union Ave NE #B8 Renton 98059 1980 Cluphf Gerald 1555 Union Ave NE #C9 Renton 98059 1980 Ketterling Bonnie Lou 1555 Union Ave NE #CIO Renton 98059 1980 425-271-5134 Muusse Abdifitaah M 1555 Union Ave NE #Cll Renton 98059 1980 Polinsky Wendy E 1555 Union Ave NE #C12 Renton 98059 1980 425-271-8288 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. • . , _etroScan / King (WA) Parcel Number Owner Name Site Address YB Owner Phone 2599850130 Bollman Lynda B 1555 Union Ave NE #C13 Renton 98059 1980 2599850140 Radutskiy Aleksey G 1555 Union Ave NE #C14 Renton 98059 1980 425-793-3903 2599850150 Huynh Ai-binh 1555 Union Ave NE #C15 Renton 98059 1980 425-227-8483 2599850160 Boston Deborah I 1555 Union Ave NE #C16 Renton 98059 1980 2599850170 Nelsen James L 1555 Union Ave NE #D17 Renton 98059 1980 425-277-5293 2599850180 Gerassimov Latchezar;lvanova Diana f555 Union Ave NE #D18 Renton 98059 1980 425-271-7518 2599850190 Portelle Joanne R 1555 Union Ave NE #D19 Renton 98059 1980 425-228-4526 2599850200 Wilson Diana L 1555 Union Ave NE #D20 Renton 98059 1980 2599850210 Miller Robert W!Becky A 1555 Union Ave NE #D21 Renton 98059 1980 2599850220 Young Kristina M 1555 Union Ave NE #D22 Renton 98059 1980 425-204-1271 2599850230 Chappelle Mae M 1555 Union Ave NE #E23 Renton 98059 1980 425-227-9285 2599850240 Mcgerry Carly R 1555 Union Ave NE #E24 Renton 98059 1980 2599850250 Mckendry J J & Stewart D J 1555 Union Ave NE #E25 Renton 98059 1980 425-226-8677 2599850260 Wesley John R;Angell-wesley Linda 1555 Union Ave NE #E26 Renton 98059 1980 2599850270 Myers-stanberry Kathlyn L 1555 Union Ave NE #E27 Renton 98059 1980 2599850280 Rosanski Ronald W 1555 Union Ave NE #E28 Renton 98059 1980 2599850290 Stahl Richard LlElizaeth M 1555 Union Ave NE #F29 Renton 98059 1980 2599850300 Rosak Elane M 1555 Union Ave NE #F30 Renton 98059 1980 2599850310 Hanson Clayton AlMarilyn K 1555 Union Ave NE #F31 Renton 98059 1980 2599850320 French Rebecca Ann 1555 Union Ave NE #F32 Renton 98059 1980 2599850330 Smoldon Connie 1555 Union Ave NE #F33 Renton 98059 1980 2599850340 Alt Patrick N 1555 Union Ave NE #F34 Renton 98059 1980 425-917-2301 2599850350 Munson Steve M 1555 Union Ave NE #F35 Renton 98059 1980 425-226-5792 2599850360 Spencer Samantha S 1555 Union Ave NE #F36 Renton 98059 1980 2599850370 Mattson Cara L 1555 Union Ave NE #G37 Renton 98059 1980 A 2599850380 Wells Fargo Bank Na 1555 Union Ave NE #G38 Renton 98059 1980 , 2599850390 Hardin Kimberly M 1555 Union Ave NE#G39 Renton 98059 1980 2599850400 Kinzinger Megan Lynn 1555 Union Ave NE #G40 Renton 98059 . 1980 2599850410 Penor Debra Roth 1555 Union Ave NE #G41 Renton 98059 1980 425-227-9425 2599850420 Taylor Cara L 1555 Union Ave NE #G42 Renton 98059 1980 425-204-9689 2599850430 Holmes Lasonia R 1555 Union Ave NE #G43 Renton 98059 1980 2599850440 Tsunehara Mary Tatsuko 1555 Union Ave NE #G44 Renton 98059 1980 2599850450 Roley Daniel J;+ 1555 Union Ave NE #H45 Renton 98059 1980 425-277-8706 2599850460 Taylor Michael C 1555 UnioriAve NE #H46 Renton 98059 1980 425-277-9542 2599850470 Virgin Lisa V 1555 Union Ave NE #H47 Renton 98059 1980 2599850480 Pike Beverly 1555 Union Ave NE #H48 Renton 98059 1980 425-271-5780 2599850490 BugniDan 1555 Union Ave NE #H49 Renton 98059 1980 2599850500 Tussing Theresa N 1555 Union Ave NE #H50 Renton 98059 1980 2599850510 Chow Cheryl 1555 Union Ave NE #H51 Renton 98059 1980 2599850520 Lysne Erik A;+ 1555 Union Ave NE #H52 Renton 98059 1980 2599850530 Haselfield Keith M 1555 Union Ave NE #H53 Renton 98059 1980 2599850540 Rieck Robin S 1555 Union Ave NE #H54 Renton 98059 1980 2599850550 Slover Jesse E 1555 Union Ave NE #155 Renton 98059 1980 425-687-8701 2599850560 Long Allison M 1555 Union Ave NE #156 Renton 98059 1980 2599850570 Inge JarrettlHeather 1555 Union Ave NE #157 Renton 98059 1980 2599850580 Shoemaker David Marcus 1555 Union Ave NE #158 Renton 98059 1980 425-255-2709 2599850590 Sitthivong Phomvichith 1555 Union Ave NE #159 Renton 98059 1980 2599850600 Hemphill Eric B 1555 Union Ave NE #160 Renton 98059 1980 2599850610 Rust Michelle L 1555 Union Ave NE #161 Renton 98059 1980 2599850620 Arnot Brian C 1555 Union Ave NE #162 Renton 98059 1980 2599850630 Morgan Cheri L 1555 Union Ave NE #163 Renton 98059 1980 206-762-6670 2599850640 Campbell Robert M;Nguyen Hyunh-l 1555 Union Ave NE #164 Renton 98059 1980 425-277-1651 2599850650 Buckner Brady/Stacy 1555 Union Ave NE #J65 Renton 98059 1980 425-793-3660 2599850660 Barber Gary B;Gunther Ann E 1555 Union Ave NE #J66 Renton 98059 1980 425-228-4095 2599850670 Stumpf Brett! Angela 1555 Union Ave NE #J67 Renton 98059 1980 2599850680 Luna Joshua B 1555 Union Ave NE #J68 Renton 98059 1980 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. Parcel Number 3449500100 3449500165 7791000080 7791000090 7791000100 7791000110 7791000120 7791000130 7791000140 7791000150 _etroScan / King (WA) • Owner Name Site Address Eastman Arthur EIW M Trust 3533 NE 17th PI Renton 98056 City Of Renton *no Site Address* Renton Haverly Maynard L Jr 1893 Shelton Ave NE Renton 98056 Murillo Mariano M & Constanci 1805 Shelton Ave NE Renton 98056 Smith Doyle E 1715 Shelton Ave NE Renton 98056 MaiCaoT;+ 1709 Shelton Ave NE Renton 98056 Mieldon Willie MlEsther E 1703 Shelton Ave NE Renton 98056 Krall Randi W & Denise M 1615 Shelton Ave NE Renton 98056 Desiderio Jose AJAnn Marie 1609 Shelton Ave NE Renton 98056 Myers Ted A 1603 Shelton Ave NE Renton 98056 Information compiled from various sources. Real Estate Solutions makes no representations or wa"anties as to the accuracy or completeness of information contained in this report. YB Owner Phone 1958 1968 1979 1979 1979 1979 1979 425-228-5964 1979 1979 CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: October 22, 2004 susan~Fiala I Rebecca md Don Erickson Sunset Crest Short Plat, 3715 NE 19th St; LUA 04-119, SHPL-H,ECF Summary: The applicant is proposing an eight lot short plat on an existing 3.85-acre parcel abutting May Creek on the south and NE 19th Street on the north. Staff reviewed and commented on this short plat as a pre-application request on May 27, 2004. At that time the applicant was proposing nine lots. Typically, the Comprehensive Plan land use policies do not support the use of cul-de-sacs for ingress and egress but in this case staff do because the site is constrained by a power line easement on the west and the May Creek ravine to the south. Recommendation: Continue to support this short plat. cc: Don Erickson Document! \cor '. ~ CITY OF RENTON· ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STR~TEGIC PLANNING MEMORANDUM DATE: May 27, 2004 TO: Jennifer Henning !U6v Rebecca Lind . FROM: STAFF CONTACT: Don Erickson SUBJECT: Sunset Crest Short Plat, 3715 NE 19th Street; PRE 04-066 The applicant is proposing to short plat a 3.85-acre single parcel into nine single-family lots. The site is located on the north side of Honey Creek and its southern h~lf contains slopes in excess of 40% draining into the creek. A feeder creek traverses the southeastern comer of the site. The applicant is proposing to develop a "half-street road" with a 250-foot long cul-de-sac to provide primary ingress and egress for the site, however two lots will have a private driveway easement. . Besides being impacted by steep slopes the site is also encumbered by a high-voltage power line easement that further reduces its developable portion. The applicant is proposing to place approximately half of the site into a sensitive area tract. The site is designated Residential Single Family on the Comprehensive Plan Land Use Map and is currently zoned R-8, eight units per.net acre. Relevant Comp Plan policies are attached. Analysis: The applicant estimates the net density for this site to be 2.45 units per acre, which is well below the minimum of 5.0 suggested in Policy LU-34. We would support an exception to the minimum density in this case because of the site's steep slopes and extensive power line easements. Consistent with Policy LU-35 all lots are larger than 4,500 square feet. Because adjacent parcels are vacant there does not appear to be any impact on privacy or quality of life for nearby residents that could be rectified by different lot configurations (Policy LU-450). With it potential population of 23 residents living in this plat at full development staff believe that it will be important for the applicant to install curbs, gutters and sidewalks in this larger short plat (Policy LU-70). Because of the geographical constraints in the area staff support the use of a cul-de-sac in this instance. Recommendation: Support this proposed nine-lot short plat. Attachments cc: Don Erickson H:\EONSP\Interdepartmental\Development Review\Preapps\Comments\RS\Sunset Crest Short Platdoc\cor .. RELEVANT COMPREHENSIVE PLAN LAND USE POLICIES Residential Single Family Policies Policy LU-34. Net development densities should fall-within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-3S. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. Policy LU-40. New plats developed at higher densities within existing neighborhoods should be designed to incorporate street locations, lot configurations, and building envelopes, which address privacy and quality of life for existing residents. Design and Improvement Standards for Residential Areas Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be arranged as an interconnecting network. The extensive or predominant use of cul- de-sacs and pipestems should be discouraged for new development. A "flexible grid" pattern of streets and pathways should be used to connect adjacent andfuture development. H:\EDNSP\lnterdepartmental\Development Review\Preapps\Comments\RS\Sunset Crest Short Plat.doc\cor City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW 'SHEET REVIEWING DEPARTMENT: econorn,(" W. COMMENTS DUE: OCTOBER 18, 2004 APPLICATION NO: LUA04-119. SHPL-H, ECF DATE CIRCULATED: OCTOBER 4, 2004 APPLICANT: Marc Rousso PROJECT MANAGER: Susan Fiala ~ I(: f\ Ie n" IF" IRI PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: Arneta Henninger u """"'-1"",,1'/ VI s;;,;;U SITE AREA: 167,622 square feet BUILDING AREA (gross): N/A UGT o 200~ LOCATION: 3715 NE 19th Street WORK ORDER NO: 77322 ECO~~~~p~E,.,V~LOPMENT, ..AND STRATEGiC' e,.~~I~" S.UMMARY ~F. ~ROPOSAL: The appl!cant is requesting Environmental Review and Hearin~ Examin~r Shall t'larapprov . I eight lot subdiVISion of a 3.85 acre site mtended for the eventual development of detached smgle-famlly homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE·19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 .... CUiIKeT-Wheeler, Mayor November 23, 2004 James Jaeger Jaeger Engineering " 9419 S 204 Place' Kent,'WA 98031,,' ' ., Subject DearJiril:, SLinset Crest Short Plat LUA-04::119, SHPL-H, ECF CITY .F, RENTON PlanningIBuildinglPublic Works DepaJ"ttilent Gregg ZimiDennan P.E.; Administrator , ' The publicnotifiq'ltion 'for the subject short plat has been found 'to beins'uffident. A ,property oWner h~s brought to our atientionthattheydidnot receive a Notice of Application. Staff conducted a review~~:th~.~pO;ft.property owners ,and found that 1,9 of the owners within 300ft ,of the subje,ct.site are rloton the mailing list. The submitted, 'mailing list is, incorrect. A copy, of the 'property owners within 300 ft. has been faxed to you, as prepared by the City of ~ehton. " With the insufficient mail.ingnotic~,the land use process 'starts over from the comment period. An Amended Notice of Applicatibn':is,;t>~ipg. sent ,but ~oday.lfthere are new , comments related to the environment," then'ERC'will be re-::stheduled. However, we , have, not' re~sth~duled an.ERCrile$ti,ng,,~L,t~is':time'. )f.ERa.: meets; the tentatively scheduled public hearing listed belowwilrthem.be re-scheduled. '. :' , , If no new comments related tO,the emvirbr,mentare subrnitted;; wevvillproceed to 'the" , , Hearing' Examiner Public Heal"ing that isJentativelysched'ulE;d 'on, December' 28~2004ar ," ' 9:00AM in the CounCil Chamber~; S$venth Floor, Rentori:pity Hal,l, '1055 SOlJthGrady Way, Renton. The applicaritor representative(s)'of the;applicant are required to be presentat the public hearing. A copy of the staff reporfwill be mailed to you one week before the hearing. '", " , , Please contact me at (425) 430-:7382 if you haveariy questions. Please let me know if December 28th works for your team; Ifnot, we willre-sched,ule. ~~ Susan A. Fiala, AICP Senior Planner cc: Violet R. Honea fOwner Marc Rousso fApplicant Roger L. Allan; Kenny & Lisa Cook/Parties of Record ----------~1~O~55~S~o-u~ili-G~rn-d~y~W~a-y-~~R-en-t-on-,~W~a~sh~in-g-ro-n-9-8~O~55-------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE STA TE OF WASHINGTON, COUNTY OF KING } AFFIDA VIT OF PUBLICATION PUBLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily 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 daily newspaper in King County, Washington. The King County Journal 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 exact form annexed was published in regular issues of the King County Journal (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 Monday, 11/8/04 The full amount of the fee charged for said foregoing publication is the sum of $110.63 at the rate of $15.50 per inch for the first publication and N/A per inch for each subse.£luerft insect.ion. Lily Nguyen Legal Advertisin~epresentative, King County Journal \\\\\\111111111// ~ubscri d an sworn to me this 8th day of November, 2004. \\\ G /11 , .. ", I\~,c... Ht'/? III/. -$' ~"""""'" ~ .;::;: \>-'., (\ EXPi·· ~ Tom A. Meagher g ~ /,,,,;,,0 r9~ •••• ~ Notary Public for the State of Washington, Residing in Redmonct;:W.a$¥n~1I!~?-'{ \ -z. S Ad Number: 847443 P.O. Number: ~ I-~<3 ~ /e/ ~ ; ~ ~ Cost of publishing this notice includes an affidavit surcharge. ~ \. PIJ~V;;": g § -::::. -. ,."c:;, •• :-...... S ~ c$I".... MA'I '2-/ ~ ~ ~ ";,q ........... \>-Cb ~ 'ill/ rt' OF ~ \\\" 1//11/11" III \ \ 11\\\ NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE & PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance- Mitigated for the following project under the authority of the Renton Municipal Code. Sunset Crest Short Plat LUA-04-119, ECF, SHPL-H Location: 3715 NE 19th Street. The applicant requests Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the even- tual development of single-family homes. The site is within the Residential - 8 (R-8) zone. Proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access is proposed via a new public street extending south from NE 19th St., terminating in a cul-de- sac. A tributary of Honey Creek crosses the site. Steep slopes are present. Appeals of the environmental determination must be filed in writ- ing on or before 5:00 PM on November 22, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on November 30, 2004 at 9:00 AM to consider the Short Plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the pub- lic hearing. Published in the King County Journal November 8, 2004. #847443 -, ~ Kathy Keolker-Wheeler, Mayor, CITY~F RENTON Planning/Builqing/Public Works Department Gregg Zimmerman P.E., Administrator November 23,2004 ' James Jaeger Jaeger Engineering ,,9419'S204th,Place Kent; WA 98031 SUBJECT: SunsetGrest Short Plat LUA04-1 '19, SHPL-H, ECF'" Dear Mr. Jaeger, This 'letter is to inform you thatth~e appeal period hasendedf6tthe Environmental Review Committee's (ERC) Determination of Non:"$ign~fic,ance -Mitigated for the above-referenced,' project. " , . , " , , " No appeals were filed ori the E'F~C determin'at.i6n~ As you are aware, re-noticing' of. the pioje6t is r~~Liired. Please see 'letter of, same date , concerning thisis,sue." , '. 11 you 'have any questions,pleasefeelfreetoqonta~tme,a1 (425)430~7382. ~For the EnVironm~mmittee, ',' . . . " . . ~ '.," ... ~~~" ..... . '". '~/I"'. " " .. " "". Susan Fiala Senior Planner cc: . Violet Honea / OWner Marc Rousso I Applicant Roger L. Allan, Kenny & Usa Cook I Parties of Record ------l-O-S-S-So-u-th-G-ra-dy-W,-ay---R--'e-n-to-n,-w,-a-s-hi-ng-t-on-9-S0--'S-s------'--~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE :t CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 23rd day of November, 2004, I deposited in the mails of the United States, a sealed envelope containing Amended NOA documents. This information was sent to: Surrounding Property Owners See Attached (Signature of Sender);,.~~ STATE OF WASHINGTON ) COUNTY OF KING ) SS ) ......... ,""""'\\", --~~\,~.!:'··~4tO·111 f_~-r:··~\SSION; ... ~'" .. ~ .. ~ :.t .• ,~ " f :"8 ~OT4~ '%,-.."'" ~ I certify that I know or have satisfactory evidence that Stacy Tucker ~ [ _._ r ~ ~ ~ signed this instrument and acknowledged it to be his/her/their free and ~~ta~~ltDr th.e usps and purposes mentioned in the instrument. """Yi··.~·.?9_01 ..... ~o~.f Dated: II /-z.,ql v,/ \1,°j::"···A·····\~0 -- Notary (Print): ____ ~M ... LlR~!!o_lLV'fl!N_I'tKAlAP~,qG:mIli!:i[F"FF-------------- My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Sunset Crest Short Plat LUA04-119, SHPL-H, ECF 042305903009 COOK KENNETH C+LISA A 3709 NE 19TH ST RENTON WA 98056 042305903108 HONEA VIOLET R PO BOX 1924 SUMNER WA 98390 042305903405 HOFFMAN KEVIN W+ANITA M 12630 SE 106TH ST RENTON WA 98056 042305903801 ALLAN ROGER L & PATRICIA A 3629 NE 19TH ST RENTON WA 98056 042305907208 MEAKIN AL & VIOLET 7100 S TAFT ST SEATTLE WA 98178 042305909006 MASTAN ALI 13810 SE 42ND PL BELLEVUE WA 98006 042305911606 BARFKNECHT SUSAN M+BLEDSOE PMB 282 26828 MAPLE VALLEY HWY MAPLE VALLEY WA 98038 042305912000 CITY OF RENTON 1055 S GRADY WY RENTON WA 98055 042305913602 TRAVERSO MARK T 3802 NE 19TH ST RENTON WA 98056 042305919005 PETERSON JON C 13416 KENWANDA RD SNOHOMISH WA 98290 042305903009 COOK KENNETH C+LISA A 3709 NE 19TH ST RENTON WA 98056 042305903207 DALPAY PROPERTIES LLC PO BOX 2436 RENTON WA 98059 042305903405 HOFFMAN KEVIN W+ANITA M 12630 SE 106TH ST RENTON WA 98056 042305906804 FIRST UKRAINIAN PENTECOSTAL 3811 NE 21ST ST RENTON WA 98056 042305907208 MEAKIN AL & VIOLET 7100 S TAFT ST SEATTLE WA 98178 042305909105 MEAKIN A L 7100 S TAFT ST SEATTLE WA 98178 042305911606 BARFKNECHT SUSAN M+BLEDSOE PMB 282 26828 MAPLE VALLEY HWY MAPLE VALLEY WA 98038 042305912109 MEAKIN A L 7100 S TAFT ST SEATTLE WA 98178 042305913602 TRAVERSO MARK T 3802 NE 19TH ST RENTON WA 98056 042305923106 HURT WILLIAM 3819 NE 19TH ST RENTON WA 98056 042305903108 HONEA VIOLET R PO BOX 1924 SUMNER WA 98390 042305903207 DALPAY PROPERTIES LLC PO BOX 2436 RENTON WA 98059 042305903801 ALLAN ROGER L & PATRICIA A 3629 NE 19TH ST RENTON WA 98056 042305906804 FIRST UKRAINIAN PENTECOSTAL 3811 NE 21ST ST RENTON WA 98056 042305909006 MASTAN ALI 13810 SE 42ND PL BELLEVUE WA 98006 042305909105 MEAKIN A L 7100 S TAFT ST SEATTLE WA 98178 042305912000 CITY OF RENTON 1055 S GRADY WY RENTON WA 98055 042305912109 MEAKIN A L 7100 S TAFT ST SEATTLE WA 98178 042305919005 PETERSON JON C 13416 KENWANDA RD SNOHOMISH WA 98290 042305923106 HURT WILLIAM 3819 NE 19TH ST RENTON WA 98056 042305927701 HOFFMANN KEVIN W+ANITA M 3630 NE 19TH ST RENTON WA 98056 188764007004 HILL PAMELA 1919 REDMOND AV NE RENTON WA 98056 188764009000 NG LINDA MEI+KIN CHEE NG 1909 REDMOND AV NE RENTON WA 98056 188764010008 DUONG VAN TAN+DUC TAN+LAM LAN 1905 REDMOND AV NE RENTON WA 98056 188764012004 VERSI 3718 NE 19TH ST RENTON WA 98056 188764013002 NGUYEN / LE 3712 NE 19TH ST RENTON WA 98056 188764015007 HAYNES NORMAN & MELINDA PO BOX 2830 RENTON WA 98056 188764016005 LU 1912 QUEEN AV NE RENTON WA 98056 188764018001 RUEDAS NELSON & FE 1924 QUEEN AV NE RENTON WA 98056 188764029008 CHONG AMOS P 1921 QUEEN AV NE RENTON WA 98056 042305927701 HOFFMANN KEVIN W+ANITA M 3630 NE 19TH ST RENTON WA 98056 188764008002 TSANG THOMAS HING PONG 1915 REDMOND AV NE RENTON WA 98056 188764009000 NG LINDA MEI+KIN CHEE NG 1909 REDMOND AV NE RENTON WA 98056 188764011006 BATES SUZANNE+SCHOENBACHLER DE 1901 REDMOND AV NE RENTON WA 98056 188764012004 VERSI 3718 NE 19TH ST RENTON WA 98056 188764014000 LE VY THUY & DOAN MINH 3706 NE 19TH ST RENTON WA 98056 188764015007 HAYNES NORMAN & MELINDA PO BOX 2830 RENTON WA 98056 188764017003 NGU SIMON T 1918 QUEEN AV NE RENTON WA 98056 188764018001 RUEDAS NELSON & FE 1924 QUEEN AV NE RENTON WA 98056 741940004004 DEOSKEY ANITA 2213 NE 6TH PL RENTON WA 98056 188764007004 HILL PAMELA 1919 REDMOND AV NE RENTON WA 98056 188764008002 TSANG THOMAS HING PONG 1915 REDMOND AV NE RENTON WA 98056 188764010008 DUONG VAN TAN+DUC TAN+LAM LAN 1905 REDMOND AV NE RENTON WA 98056 188764011006 BATES SUZANNE+SCHOENBACHLER DE 1901 REDMOND AV NE RENTON WA 98056 188764013002 NGUYEN / LE 3712 NE 19TH ST RENTON WA 98056 188764014000 LE VY THUY & DOAN MINH 3706 NE 19TH ST RENTON WA 98056 188764016005 LU 1912 QUEEN AV NE RENTON WA 98056 188764017003 NGU SIMON T 1918 QUEEN AV NE RENTON WA 98056 188764029008 CHONG AMOS P 1921 QUEEN AV NE RENTON WA 98056 741940004004 DEOSKEY ANITA 2213 NE 6TH PL RENTON WA 98056 741940005001 WITT CARL M JR 1910 REDMOND AV NE RENTON WA 98056 741940005001 WITT CARL M JR 1910 REDMOND AV NE RENTON WA 98056 This NOA has been re-issued due to insufficient notice to property owners within 300 feet of subject site. Public Comment Period ends on December 7. 2004 and the Public Hearing has been tentatively r8-scheduled. DATE: November 23, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant Is requesting Environmental Review and Hearing Examiner Short Plat approval tor an eight lot subdivision of a 3.85 acre site intended for the eventual development 01 detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential· 8 (R-S) zoning designation. Proposed lot sizes range from 4.500 sq. Ft. to 6.640 sq. Ft. Access to the tols is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary 01 Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street OPTIONIIL DETERMINATION OF NON-SIGNIFtCANCE, MITIGATED (DNS-M): As the Lead Agency, the City 01 Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.l10, 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: NOnCE OF COMPLETE APPLICATION: September 28. 2004 October 5, 2004 APPLICANTIPROJECT CONTACT PERSON: Jame, Jaeger; Tel: (253) 850-0934 Email: JJjagsOaol.com PermltslRevlew Requested: Environmental (SEPA) Review, Short Plat Review Other Permits which may be required: Building, Construction and Fire Permits Requested StUdies: Environmental (SEPA) Checklist, Drainage and Geotechnical reports Location where application may be reviewed: PlanningIBulldinglPublic Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUBUC HEARING: public hearing tentatively scheduled for December 28 2004 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. CONSISTENCY OVERVIEW: ZonlnglLand Use: EnVironmental Documents that Evaluate the Proposed Project: The subject site is designated Residential Single Family on the City of Renton Comprehensive Land Use Map and Residential - B (R-B) on the Cily's Zoning Map. This deslgnaUon encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for A-B. The proposal lor 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and cmical areas. The proposed subdivision is consistent with the both designations. SEPA checklist ~velopm.nt Regulations Used For Project MItigation: Proposed Mitigation Measures: The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way. Renton, WA 98055, by 5:00 PM on December 7.2004. This maner is also tentatively scheduled for a public hearing on pecember 28 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested In anending the hearing, please contact the Development Services DMsion, (425) 430-7282, to ensure that the hearing has not been rescheduled. II comments cannot be submitted in writing by the date Indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sflala@ci.renton.wa.us PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FtLE IDENTIFICATtON If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renlon, WA 98055. File NoJName: LUA04-119, SHPL-H, ECF I Sunset Crest Short Plat NAME: ____________________________________________ ___ ADDRESS: __________________________________________ ___ TELEPHONE NO.: ____ ~----------_ CERTIFICATION _,:......_3 __ copies of the =--==::::..-_ conspicuous places on or nearby MARlLWJ VJ,MCl-:Ef-F M'f lPHllNTMENr f:Xf'i?ES 8-29.07 AMENDED NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) This NOAhas been re-issued due to insufficient notice to property owners within 300 feet of subject site. Public Comment Period ends on December 7. 2004 and the Public Hearing has been tentatively re-scheduled. DATE: November 23, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.ll 0, 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: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Zonlng/Land Use: Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Review, Short Plat Review Building, Construction and Fire Permits Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Buildlng/Pubiic Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for December 28, 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following recommended Mitigation Measures will likely be imposed on the proposed project to address project impacts not covered by existing codes and regulations 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. Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on December 7, 2004. This matter is also tentatively scheduled for a public hearing on December 28, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A, Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@ci.renton.wa,us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No./Name: LUA04-119, SHPL-H, ECF I Sunset Crest Short Plat NAME: ADDRESS: ____________________________________________ ___ TELEPHONE NO.: ________________ _ Kathy Keolker-Wheeler, Mayor November 23, 2004 James Jaeger Jaeger Engineering' 9419S204 Place' ,) Kent, WA 98031 . Subject: Deaf Jim: Sunset Crest Short Plat LUA-04-119,SHPL-H; ECF .. ' . CITY.· 'F RENTON PIanningIBuildiIiglPublic Works Departnlent Gregg Zimmerman P.E.,Administrator The public notification for the subject short plat has been found to be insufficient. A property owner has brought to our attention that they did not receive a Notice of Application. Staffconducted a reviewoUhe.}OOft.propertyowners and found that 19 Cif the owners within 300ft of the subject. sitearenot.On the mailing list. The submitted '. mailing list is incorrect. A copy:6f the property owners within ~OO ft. has been faxed to you, as prepared by the City of Renton.. With the insufficient maHJ~g notice, the land 'useprocess starts over from the comment period. An Amended Notice of Applicatibn';.is,~eing sent but tpday. If there are new comments related to the environment, then ':ERGwill be re-'scheduled. However, we haveno( re-scheduled an ERCrT1~etiAg'atdhis·time.· If ERe' meets, the tentatively scheduled public heari~g listed' belowwiUJthenbe re:-scheduled. .... . If no -new comments related to the eMirbnmentare submitted., we will proceed to the . Hearing Examiner Public Heahng that is tentativelysched'ul~d on December 28;2004 at 9:00AM in theCoundl Chaniberl:);.S$ventll floor,Rentori'Oity Hall, ·1055 South Grady Way, Renton .. The applicant or representative(s) of the .i:Ipplicant are required to be presentat the public hearing. A cOpy of the staff reportwill be mailed toyou one.week before the hearing." Please contact me at (425) 430-:7382 if you have any questions. Please let me know if December 28th works for your team; If not, wewillre-schedule. . .. 4~ Susan A. FiC;lla, AICP Senior Planner cc: Violet R. Honea fOwner Marc Rousso {Applicant Roger L. Allan; Kenny & Lisa Cook/Parties of Record ----,.------=I:-=O-=-SS,,-S=-o-u-=th-:G=-r-ad"C""y-=w.:-:a-y.,..·--=R-e-nt-o-n,-=w.=-=-a-:sh:-:CiC-ng-to-n-9S--0-S-S ------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE City of Renton Department of Planning / Building / Public Woi-'ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: APPLICANT: Marc Rousso PROJECT MANAG PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: SITE AREA: 167,622 s uare fe~t. BUILDING AREA ross: N/A I WORK ORDER NO: 77322 \ LOCATION: 3715 NE 19th Street SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating-in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 HousinQ Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 i eeded t oper/yassess this proposal. Date ,-' ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON.SIG~I,FICANCE • MITIGATED (DNS·M) POSTED TO NOTIFY INTERESTED PERSONS OF,AN ENVIRONMENTAL ACTION PROJECT NAME: Sunset Crest Short Plat r~g~~:;JN~UMBER: ~~t~~\I:J. ~~'::'~HPL'H DESCRIPTION: The applicant II requesUng Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision 01 a 3.85 acre site Intended for the eventual development of detached alngh,·famlly homes. The .Ite I. located within the Residential· 8 (R.a) zoning designation. Proposed lot sizes range from 4,500 sq. ft. to 8,640 sq. ft. Acees. to the lots Ie propoeed via a new public street extending south from NE 19th St., terminating In a eul-de-sac. A tributary of Honey Creek erosses the site. Steep slopes are present on-.lte. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental detennlnatlon must be filed In writing on or before 5:00 PM on November 22, 2004. Appeals mu.t be flied In writing together wHh the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way. Renton, WA 98055. Appeal. to the Examiner Bre governed by City of Renton Municipal Code Seetlon 4-8-110.B. Addltlonallnfonnatlon regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 43G-651 O. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON NOVEMBER 30, 2004 AT 9:00 AM TO CONSIDER THE SHORT PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430·7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please Include the project NUMBER when calling for proper file identification. CERTIFICATION ... .. ,,"""""\\, i_~-"''''\\..'(N KA.1f. III, ---~., ........ 0..(. " :f ~'t('.··\1\SSIOfV;.·.: ~ 'I, .. ~ "'~ +.<)'.':.(\ " ; :'8 \,\OTA)?L ~ ... "'1\ ~ ,.: r rn~ ~ ~ : ~.~ 0: ~ ~ . ~ . ~ ~ ~ ~. LtSUC . ~ "op\ ... ~: n '\. '3 't A ···6'·~9 01 .. ' 0 ... I, ?g}y~£ ~ut \Il ,hereby certify that copies ~~"":"""~0,\_-: above document were posted by me in '3 conspicuous places on or k~t:i¥~~~~ ................ the described property on -~---=:;z----'-~----------~.........::s;;;:~ L--J/7CUUfl=+-~At~ Signed: ~~~ ATTEST: SUbs~~m be~~~~,QMarypu~~ Washington residing in~~ , on the .:::tL'1 day of _--,~~IL..._--====- MARILYN KAMCHElf MY ADDnlNTMFNT FXPIRFS fl..?9-07 ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-1191, ECF, SHPL-H LOCATION: 3715 NE 19t Street DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation .. Proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. ' Appeals of the environmental determination must be filed in writing on or before 5:00 PM on November 22, 2004. 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 98055. 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 Cierk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON NOVEMBER 30, 2004 AT 9:00 AM TO CONSIDER THE SHORT PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. *:~"~~4--""';~~~~~ i \' FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PI~~se Incl~ci~the project NUMBERwh~n calling for proper file identification. -: CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 4th day of November, 2004, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents, This information was sent to: Marc Rousso Applicant James Jaeger Contact Violet Honea Owner Roger L. Allan Party of Record (Signature of Sender): "'~'N"~~\\'" ........ ~, 'V'14f. Iltt '" O..{. I, " •• T.. , : ~+~ .. ~'~ f ~OTA-9L ~\"1'\ ~ SS : r m' , ~ : a..~ m: ~ ) ~(/)~ /:)u ,: ~ """ ... suG ,.: 1 ,,'Y~"'8. ,"~: I certify that I know or have satisfactory evidence that Stacy Tucker ""t O;;?~:,9~'~0"~-': signed this instrument and acknowledged it to be his/her/their free and volunta;~'6¥'ftf6~~~~es and .y\\\.'\."-,,,,, purposes mentioned in the instrument. STATE OF WASHINGTON COUNTY OF KING Dated: II 11.-·~ I ()y --..:....:....~-!...--...:....- )OYttL?ia . ~r\i~ in ~e of Washington Notary (Print): M ' ,----~M~~~~[L~r~i~~M~w~~~HnE~~f---------------y appointment expires: MY APPGINfMENT EXPIRES 6-29-07 Sunset Crest Short Plat LUA04-119, SHPL-H, ECF Agencies See Attached (Signalure of Sender): ~ ~ 7 STATE OF WASHINGTON ) COUNTY OF KING ) SS ) ............ , ... '''''\\\, ........ ~\,'IN ~~."'t .;---~~ ... :~\~;sio~··.,o..,(' \ ,: ~ .. ~~. (;;" '.-~ " ,: .:0 NOT ~',,\.!i\ ~ : : (j -4~J.-~~ "'1'\ ~ , : .. m: ~ ~(/): ,0 '-CIJ: := ~ .....\ ~. UOllC .: : ''Y'. : ,: I certify that I know or have satisfactory evidence that Stacy Tucker \,~ "'~:<9-07 ...... o~.f signed this instrument and acknowledged it to be his/her/their free and Vd'4.iI~A§~\~~ uses and purposes mentioned in the instrument. ',,"\"""', ............... Dated: It (WIXt Notary (Print): ____ ---l!R,w:;~I!~R:!..!1 Vl\~,1 !<c:.;:'Al.l:IM~CvfE::$*" ________ -'--_______ _ My appointment expires: PJl'fAPP()!NTMENTEXPIRES 6-29-07 Sunset Crest Short Plat LUA04-119, ECF, SHPL-H template -affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) Dept. of Ecology' WDFW -Stewart Reinbold' Muckleshoot Indian Tribe Fisheries Dept. Environmental Review Section c/o Department of Ecology , PO Box 47703 3190 160th Ave SE Attn. SEPA Reviewer Olympia, WA 98504-7703 Bellevue, WA 98008 39015 -172nd Avenue SE Auburn, WA 98092 WSDOT Northwest Region' Duwamish Tribal Office' Muckleshoot Cultural Resources Program Attn: Ramin Pazooki 4717 W Marginal Way SW , King Area Dev. Serv., MS-240 Seattle, WA 98106-1514 Attn: Ms Melissa Calvert PO Box 330310 39015 172nd Avenue SE Seattle, WA 98133-9710 Auburn, WA 98092-9763 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 Olympia, WA 98504-8343 Jamey Taylor' '. Depart. of Natural Resources PO Box 47015 - Olympia, WA 98504-7015 KC Dev. & Environmental Servo City of Newcastle City of Kent Attn: SEPA Section -. -Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred SatterstrOiTI, AICP 900 Oakesdale Ave. SW Director of Community Development Acting Community Dev. Director Renton, WA 98055-1219 13020 SE 72nd Place 220 Fourth Avenue South' Newcastle, W A 98059 Kent, WA 98032-5895 Metro Transit City of Tukwila Puget Sound Energy Senior Environmental Plimn~ Municipal Liason Manager Steve Lancaster, Responsible Official G K' d"'-' ary ne t ~'.~.".,_ Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, Vl(A 98188 .. Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 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. * Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. •. .' tertlplate -affidavit of service by mailing \ \ , Kathy Keolkel~Wheeler. Mayor November 4, 2004 JainesJaeger Jaeger Engineering 94Hi S 204th Place Kent, WA 98031 SUBJECT: ' Sunset Crest Short Plat LUA04-119, ECF, ,SHPL-H , Dear Mr. Jaeger: 'CIT,Y F RENTON PIanningtBuildinglPublic Works Department , Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee,(ERC) and ista advise you that 'theyhaye' completed tileirreview ofthesu9ject project. The ERe issued a threshold Determination of Non~Significance~Mitigated with Mitigatioh Measures. Please refer to the enClosed Mitigation MeaslJres b~~ ," " , Appeal!; oftheenvironm(!ntaldeterminatioh'must be filed in vvrith19 on, or before 5:00 PM , , November 22, 2004~ Appeals rr.\usfbefileMin, Writing together withthei;~quired$75.00 application fee ,,' , with: Hearing Examiner, City ofRentori,1Q55 South.GraOy Way; Henton, WA 98055. Appeals to the "E~aminerare 'governed by 'City ofRentonMuriicW)~I"Code:Section 4-8~1'tO.B. Additional information' ,regarding the appeal process may be obtainedJrolT:l, the Renton City Clerk's Qffice, (425) 430-6510. ' . . .. , .-.' .,~ " '. . .':. -.:, ... ::', i,' ' . " .. < A Public Hearing will be held by the Renton, H~aring '6~~miner in the Countil Cnamberson the seventh' floor of City HaJI, 1055 South ~rady Way, RerltOri;',Washington; on Noverpber 30; 2004 at 9:00 AM to , ' consiqer the Shott Plat The applicant, o(representative(s)Of the.applicantis requirEld'to be present at the' 'public headng. A copy of, the' staff report will be, mailed to, you one week before the ,hearing: If the " , Environmental Determinatioriisappealed,the~ppeal will,beheard:as' part of this public hearing,:" , The preceding information wiHassistyou:,in planningJor implementation of your project and enable you to exercise your appeal rights more f,ully, if you choose, to do so.' If you have any questions' or desire clarification of the above, please call mear(425) 430~7382. ' Susan A. Fiala, AICP' Senior Planner cc: Roger L Allan/Partyof Record Violet Honea fOwner Marc Rousso f Applical}t Enclosure' ' ------------I-O-55--So-u-th-G~r~ad~y-W--ay---R-e-nt-o-n,-W-a-s-hi-ng-t-on--98-0-5-5------------·~ * This paper contain~ 50% recycled material, 30% post consumer AHE!\.O' OF THE CURVE • 0 , . CITY jFRENTON . . .' Kathy Keolker-Wheeler, Mayor PlannitlWBuildingtPublicWorlcs Departmmt ·GreggZimmernian.P.E.,AdniiDistrator • • '. o· 0 November 4,2004 Washington State ' Department of Ecology .' Environmental Review Section. POBox 41'703 '. ". Olympia, WA985Q4~77,03 .Subject: EnvirQnm'ental Determinations , ' . Transmitted herewith isa copy of the EnvironmentalDetermination for the following project reviewed by the Environmental Review Committee (ERG) on November 2, 2004: DETERMINATION OF NON·SIGNIFICANCE-MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: SunsetCre~tShort Plat· LUA-04-119; ECF, SHPL-H 3715'N E19th Street DESCRIPTION: .. Th~applicarit .is requesting i::nvirqhmenti:1I Review and Hearing Examiner Short Platapprovai fo'r an eight lofsubdivisionof a 3.85 acre ,'site intended f9rtheeventual development of detached sii1gle~family . homes. Th~ site:ikI6c~ted within the'Besidential c 8 (R-8) zoning . design~tion:.Proposed lotsizes range from 4,500 sq. ft. to, 6,640 sq.ft. AccesstQJh~'19ts,'is -proposed via anewj:jublic street extending south from NE 19th·.$t;-,terminating iri acul~de~sac. A tributary of Honey Creek crosses the site:'$teep slopes are present on-site. o "._. .~ • Appeals of theenvirohment~1 determination must be filecl in writing on or before 5:00 PM November 22, .2004. Appeals mlJst bemed in wi"itingtogether Vl/iththerequired$75.00application fee with: Heating Examiner, CitY·,of Renton,1055, South GradyWay,REmtqn,WA 98055, Appeals to the Examiner: are governed by City of Henton Municipal Co(jeSection 4-8-110.13. Additionalinformation regarding the appeal process may be obtained from the Ren!on City Clerk's Office; (425) 430-6510. • • -~. 0 Ifyo'u have que~tions,please call meat (425) 430-7382, For the Environmenta, Review Committee, . Susan A. Fiala,AICP Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation Enclosure ~ . --~--~l:-:::O:-::S-=-S -=-So-u-'th"-G-=-r-a--=--dy-W;:7' -ay-.-=R=-e-nt-o-n,-::"W;=-=-a-sh=-=i-ng-t-on--=-9S=-"O=-'-S-S------R E N TO N' . ® '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): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: LUA-04-119, ECF, SHPL-H Sunset Crest Short Plat Marc Rousso, J&M Land Development, Inc. 3715 NE 19th Street DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning SectionAPPLICATION NO(S): 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 8. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1- 800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: LUA-04-119, ECF, SHPL-H Sunset Crest Short Plat Marc Rousso, J&M Land Development, Inc. 3715 NE 19th Street DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. LEAD AGENCY: 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. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Fire 1. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are required to be paved, 20 ft. wide. 3. Street addresses shall be visible from a public street. Building 1. Demolition permits are required. Plan Review -Sanitary Sewer 1. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. 2. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. 3. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. 4. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Water 1. This project is required to install an 8" watermain and service lines to serve the new plat including new fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. The watermain needs to be shown on the west side of the paved section, approximately 3 or 4 feet east of the west edge of the pavement section. 2. Fire hydrants are to be located within 300 feet of each structure. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires travel route. hydrants within 300 feet of the structure. nis distance is measured along a 3. Water System Development Charges of $1525 per each new lot will be required for this project. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Surface Water/Storm Drainage 1. A conceptual drainage plan and report was submitted and meets the requirement that the drainage control plan be designed per the 1998 King County Surface Water Manual Level 2. 2. A geotechnical review of the pond placement near the top of the steep slope is required to review soil and slope stability and insure adequate set-back distance from the steep slope. 3. The Surface Water System Development fees of $715 per each new lot apply to the proposed project. The Development Charges are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Street Improvements 1. Per City of Renton code projects that are 5 -20 residential lots in size shall install curb, gutter and sidewalks and provide full pavement width per the standards along the full frontage of the parcel being developed. 2. Street lighting per the City of Renton standards and specifications is required to be installed along the frontage if not existing and on the new cul-de-sac for a 8 lot short project. 3. The new internal street shall be developed with a half street improvement, including the dedication of half of a cul-de-sac. The right-of-way for the half street improvement must be a minimum of thirty-five (35') with twenty- eight feet paved. A curb and a six foot (6') sidewalk shall be installed on the development side of the street. 4. Ten feet of right-of-way on NE 19th St is required to be dedicated as part of the short plat. 5. All new electrical, phone and cable services and lines must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. Plan Review -General 1. All required utility; drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. Property Services Information needed for final short plat approval includes the following: 1. Note the City of Renton land use action number and land record number, LUA-04-119-SHPL and LND-20- 0391-SHPL, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. 2. A licensed surveyor will need to prepare and stamp, sign and date the final short plat drawing(s). 3. Show ties to the City of Renton Survey Control Network, and tie the subject property to said Survey Control Network also. The geometry will be checked when the ties have been provided. 4. Note the bearings for all of the interior boundary lines of the proposed lots. 5. Provide short plat and lot closure calculations. 6. Include a statement of equipment and procedures used, per WAC 332-130-100. 7. Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. 8. Indicate what has been, or is to be, set at the corners of the proposed lots. 9. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 10. Note all easements, covenants and agreements of record on the drawing. 11. The city will provide addre~, ,for the proposed lots as soon as possi .. needs to be noted on the drawing. The address (and street name) 12. On the final short plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. 13. The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs this short plat drawing. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. 14. All vested owner(s) of the subject short plat need to sign the final short plat drawing. Include notary blocks as needed. 15. Include a declaration block on the drawing. 16. Note that if there are easements, agreements or restrictive covenants to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawings and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat drawings. 17. If there is to be a Homeowners' Association (HOA) for this short plat, the following language concerning ownership of ''Tract A" (sensitive area -steep slope) and "Tract B" (drainage pond) applies to this short plat and should be noted on the final short plat as follows: Upon the recording of this short plat, Tract A and Tract B are hereby granted and conveyed to the Sunset Crest Short Plat Homeowners' Association for a sensitive area - steep slope and drainage pond. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non- payment of property taxes for a period of eighteen (18) months, then each lot in this short plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibilities. 18. If an HOA is not established for this short plat, then use the following language on the final short plat drawing: Lots 1 through 8, inclusive, shall have an equal and undivided ownership interest in "Tract A" and ''Tract B". 19. The herein before statement is to be accompanied by language defining the maintenance responsibilities for any infrastructure located on the Tracts serving the short plat, or make reference to a separate recording instrument detailing the same. 20. Remove the "SITE SERVICES" block, and the density and zoning information from the final short plat drawing. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA04-04-119, SHPL-H, ECF APPLICANT: Mark Rousso, J&M Land Development, Inc. PROJECT NAME: Sunset Crest Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. LOCATION OF PROPOSAL: LEAD AGENCY: 3715 NE 19th Street 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 43.21 C.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 November 22, 2004. 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 98055. 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: NOVEMBER 8, 2004 DATE OF DECISION: NOVEMBER 2, 2004 SIGNATURES: 1111/0 9 DATE f DATE Renton Fire Department STAFF REPORT A. BACKGROUND ERC MEETING DA TE Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDA TlON: I City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE November 2, 2004 Sunset Crest Short Plat Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, WA 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent,WA 98031 LUA-04-119, ECF, SHPL-H Project Manager: Susan Fiala, AICP The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. Continued on next page. 3715 NE 19th Street All existing to be removed. 3.85 acres -gross Proposed New Bldg. Area: NA Total Building Area gsf: NA City of Renton PIBIPW Department SUNSET CREST SHORT PLA T REPORT OF NOVEMBER 2, 2004 Envirr ental Review Committee Staff Report LUA-04-119, ECF, SHPL-H Page 20'8 Project description continued: The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The site would be subdivided into eight (8) lots for the eventual development of detached single-family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An Olympic gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from N E 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un-named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF Comprehensive Plan Land Use deSignation. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 5.4 dulac after the deduction of the public street and critical areas from the gross acreage of the site. B. RECOMMENDA TION 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 da A eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MITIGA TION MEASURES DETERMINA TlON OF XX NON -SIGNIFICANCE -MITIGATED. xx Issue DNS-M with 14 da A eal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split- rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Deparlment SUNSET CREST SHORT PLA T REPORT OF NOVEMBER 2, 2004 Envirr 9ntal Review Committee Staff Reporl LUA-04-119, ECF, SHPL-H Page 30(8 8. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800- 424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 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. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. Fire 1. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases t6 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are required to be paved, 20 ft. wide. 3. Street addresses shall be visible from a public street. Building 1. Demolition permits are required. Plan Review -Sanitary Sewer 1. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. 2. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. 3. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. 4. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Water 1. This project is required to install an 8" watermain and service lines to serve the new plat including new fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. The watermain needs to be shown on the west side of the paved section, approximately 3 or 4 feet east of the west edge of the pavement section. 2. Fire hydrants are to be located within 300 feet of each structure. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. This distance is measured along a travel route. 3. Water System Development Charges of $1525 per each new lot will be required for this project. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Surface Water/Storm Drainage 1. A conceptual drainage plan and report was submitted and meets the requirement that the drainage control plan be designed per the 1998 King County Surface Water Manual Level 2. 2. A geotechnical review of the pond placement near the top of the steep slope is required to review soil and slope stability and insure adequate set-back distance from the steep slope. 3. The Surface Water System Development fees of $715 per each new lot apply to the proposed project. The Development Charges are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Plan Review -Street Improvements 1. Per City of Renton code projects that are 5 -20 residential lots in size shall install curb, gutter and sidewalks and provide full pavement width per the standards along the full frontage of the parcel being developed. 2. Street lighting per the City of Renton standards and specifications is required to be installed along the frontage if not existing and on the new cul-de-sac for a 8 lot short project. 3. The new internal street shall be developed with a half street improvement, including the dedication of half of a cul- de-sac. The right-of-way for the half street improvement must be a minimum of thirty-five (35') with twenty-eight feet aved. A curb and a six foot 6' sidewalk shall be installed on the develo ment side of the street. ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Department SUNSET CREST SHORT PLAT Envirr 9ntal Review Committee Staff Report LUA-04-119, ECF, SHPL-H REPORT OF NOVEMBER 2, 2004 Page 4 0'8 4. Ten feet of right-of-way on NE 19th St is required to be dedicated as part of the short plat. 5. All new electrical, phone and cable services and lines must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. Plan Review -General 1. All required utility; drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. Property Services Information needed for final short plat approval includes the following: 1. Note the City of Renton land use action number and land record number, LUA-04-119-SHPL and LND-20-0391- SHPL, respectively, on the drawing. The type size used for the land record number should be smaller than that used for the land use action number. 2. A licensed surveyor will need to prepare and stamp, sign and date the final short plat drawing(s). 3. Show ties to the City of Renton Survey Control Network, and tie the subject property to said Survey Control Network also. The geometry will be checked when the ties have been provided. 4. Note the bearings for all of the interior boundary lines of the proposed lots. 5. Provide short plat and lot closure calculations. 6. Include a statement of equipment and procedures used, per WAC 332-130-100. 7. Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. 8. Indicate what has been, or is to be, set at the corners of the proposed lots. 9. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 10. Note all easements, covenants and agreements of record on the drawing. 11. The city will provide addresses for the proposed lots as soon as possible. The address (and street name) needs to be noted on the drawing. 12. On the final short plat submittal, remove all references to utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. 13. The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs this short plat drawing. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. 14. All vested owner(s) of the subject short plat need to sign the final short pfat drawing. Include notary blocks as needed. 15. Include a declaration block on the drawing. 16. Note that if there are easements, agreements or restrictive covenants to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawings and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat drawings. 17. If there is to be a Homeowners' Association (HOA) for this short plat, the following language concerning ownership of "Tract A" (sensitive area -steep slope) and "Tract B" (drainage pond) applies to this short plat and should be noted on the final short plat as follows: Upon the recording of this short plat, Tract A and Tract B are hereby granted and conveyed to the Sunset Crest Short Plat Homeowners' Association for a sensitive area -steep slope and drainage pond. All necessary maintenance activities for said Tracts will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this short plat shall assume and have an equal and undivided ownership interest in the Tracts previously owned by the HOA and have the attendant financial and maintenance responsibilities. 18. If an HOA is not established for this short plat, then use the following language on the final short plat drawing: Lots 1 through 8, inclusive, shall have an equal and undivided ownership interest in "Tract A" and ''Tract B". 19. The herein before statement is to be accom anied b Ian ua e definin the maintenance res onsibilities for an ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Department SUNSET CREST SHORT PLA T REPORT OF NOVEMBER 2, 2004 Envir( ental Review Committee Staff Report LUA-04-119 ECF, SHPL-H Page 5 of 8 infrastructure located on the Tracts serving the short plat, or make reference to a separate recording instrument detailing the same. 20. Remove the "SITE SERVICES" block, and the density and zoning information from the final short plat drawing. D. ENVIRONMENTAL IMPACTS 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 Impacts: The applicant has submitted a geotechnical engineering report prepared by Earth Consultants Inc., dated September 2, 2004. The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large powerlines. During the site reconnaissance, the report indicated that several trees growing along the slope face had curved trunks which is consistent with deformation initiated by shallow creep of surficial soils, but would not impact the proposed development provided drainage is controlled. Geologic maps and the King County Soil Survey identify the site soils as glacial till and Alderwood gravelly sandy loam. The native soils encountered during the exploration are consistent with glacial deposits. Groundwater seepage was not encountered during the subsurface exploration. However, iron oxide staining was observed at all of the test pits. The iron oxide staining was found between two and four feet below existing grade and appears to be indicative of perched seasonal groundwater. If water is found at the time of construction, a de-watering plan would be required to be prepared and submitted to the City of Renton for review and approval. Site exploration revealed that a depth of six to 18 inches of tppsoil which is loose and contains debris and roots; thus not suitable for use as structural fill or mixed with other material for structural fill. This topSOil should be removed for building and road construction and only used in non-structural landscaping areas or exported. The amount of fill for the new public road is anticipated to be 350 cubic yards. The total amount of cut and fill would be 650 cubic yards of each and be balanced on-site. The report continues to discuss construction setbacks. The study states that based on the results of the reconnaissance, exploration, and engineering analyses, a minimum building setback of ten (10) feet from the top of 30 percent or greater slopes should be maintained. Staff will recommend this as a condition of short plat approval. The report states that the site is suitable for support of conventional spread and continuous footing foundation systems bearing on competent native soils or on structural fill used to modify existing site grades. Fills above the slopes that border Lots 7 and 8 and the drainage pond tract are recommended to be limited to three feet or less. To ensure that these fills are limited, staff recommends this as a mitigation measure. The tree cutting and land clearing plan submitted with the application identifies the location of larger diameter trees and the clearing area where development of the lots and street would take place. All vegetation outside of Tract A which would include the steep slopes and un-named tributary would be removed for development of the building pads, roads and utility improvements. In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends additional mitigation including that the project be designed and comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. Mitigation Measures: • Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. • The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. Policy Nexus: SEPA Environmental Regulations ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Department SUNSET CREST SHORT PLA T REPORT OF NOVEMBER 2, 2004 2. Streams Envirr ental Review Committee Staff Report LUA-04-119, ECF, SHPL-H Page 6 of 8 Impacts: Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. To ensure that the slopes and the creek remain undisturbed during and after construction, staff recommends the following mitigation measures: 1) Install silt fencing with brightly colored construction flags to indicate the boundaries of Tract A that abut Lots 7 and 8 and Tract B, prior to the issuance of construction permits. 2) After construction of roads and utilities, a split rail fence or other approved barrier and signage will be also be required to be permanently installed along those portions of Tract A that abut Lots 7 and 8 and Tract B to denote the critical area and prevent intrusion into the slopes and creek area. Mitigation Measures: • During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. • After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split- rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. Policy Nexus: SEPA Environmental Regulations, Critical Areas Regulations 3. Surface Water Impacts: The applicant has submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HDPE). This HDPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gabion basket energy dissipator structure would be located at the outfall to disperse the pipe discharge into the stream. If perched groundwater is found at the time of construction, a de-watering plan would be required to be prepared and submitted to the City of Renton for review and approval. This unnamed stream has a well-defined channel at the toe of a deep ravine and appears to flow during most of the year. After leaving the property, the stream travels approximately 120 ft. to its confluence with Honey Creek. The detention pond was sized to meet the performance criteria established by the Level 2 detention standard of the 1998 King County Surface Water Design Manual (KCSWDM) A wetpond will be used to meet the water quality standards providing dead storage below the live storage. A preliminary drainage plan and drainage report was submitted with the application for this project. To ensure that the project is designed to the 1998 KCSWDM for Level 2, staff recommends this as a mitigation measure. Mitigation Measures: The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. Policy Nexus: SEPA Environmental Regulations, 1998 King County Surface Water Design Manual ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Deparlment SUNSET CREST SHORT PLA T REPORT OF NOVEMBER 2, 2004 4. Fire Protection Envirr 9ntal Review Committee Staff Reporl LUA-04-119, ECF, SHPL-H Page 70t8 Impacts: Fire Prevention staff indicates that the applicant provide required improvements and fees to offset the impacts associated with the new development. The proposal to add 7 new residential lots to the City would impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee of $488.00 per new single-family lot with credit given for the existing residence is required. The fee is estimated at $3,416.00 (7 new lots x $488.00 = $3,416.00) and is required prior to the recording of the final short plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 5. Accessrrransportation Impacts: A Traffic Impact Analysis (TIA) was not required for this project. The site would be access via a new public road built to half-street standards extending south from NE 19th Street and terminating in a cul-de-sac. The right of way would be 35 ft. with 28 ft. of pavement and sidewalk on the development side. The applicant is also required to improve the street frontage of NE 19th Street along with a 10 foot dedication of right-of-way. The proposal would result in an increase in traffic trips to the City's street system; therefore, the appropriate Traffic Mitigation Fee will be imposed. The Traffic Mitigation Fee is calculated at a rate of $75.00 per additional generated trip per new single-family lot at a rate of 9.57 trips per lot. For the proposal, the Traffic Mitigation Fee is estimated at $5,024.25 (7 new lots x 9.57 trips x $75 per trip = $5,024.25) with credit given for the existing residence. The fee is payable prior to the recording of the final short plat. Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit will be given for the existing residence. The fee shall be paid prior to the recording of the final short plat. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 6. Parks & Recreation Impacts: The proposal does not provide on-site recreation areas for future residents of the proposed plat. It is anticipateq that the proposed development would generate new residents that would utilize the City's parks, recreational facilities and programs. Therefore, a Parks Mitigation Fee based on $530.76 per each new single-family lot would be required for the proposal, with credit given for the existing residence. The fee is estimated at $3,715.32 (7 new lots x $530.76 = $3,715.32) and is payable prior to the recording of the final short plat. Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single- family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. Policy Nexus: SEPA Environmental Regulations; Parks Mitigation Fee Resolution No. 3082, Ordinance 4527. 7. Environmental Health Impacts: The subject site has a 200 foot wide power transmission easement and Olympic gas pipeline easement running along the west edge of the proposal. The southwest corner of new Lot 8 would be within 80 feet of the pipelines and the remaining lots would be greater than 100 feet from the pipelines. Tract B would encompass a portion of these easements but no construction appears to be proposed closer than 20 feet of the pipelines for the storm drainage pond. To help reduce the potential impact of any construction near the easements for these utilities and provide for safety, staff recommends as a mitigation measure that a note be placed on the face of the final short plat indicating that utilities should be located before any construction occurs in proximity to the pipelines and other underground lines. Mitigation Measures: The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission ERCrpt_ SunsetCrest.doc City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Envirr ental Review Committee Staff Report LUA-04-119, ECF, SHPL-H REPORT OF NOVEMBER 2, 2004 Page 8 of 8 pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. Policy Nexus: SEPA Environmental Regulations E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or 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 PM November 22, 2004. 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 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.8 .. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. ERCrpl_SunseICrest.doc \Y '2 -:>. A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~-(( i':~,I'II' !J -I a:llil ~III r .",,nr .., jl r,:~ ~'!aI"U' • . i~ l,iI:f'lll'ir', ~:ll n~;i'G"m :::. ::. \ ...... ,. I .' ~ '-";:r"----; Z • ~----I"':<'-~:--.?.:'::mr O!£' Ie J . wJf2 01 ~nt::"J,· . "'·'""'-:il:'''''·~7=~-~ t . I ". ", =;~ '-'-,:, ·~c '9'~~--,,-~~ .. :.-.. -.... -~ -.~-:.:-:.~. -:'--':~" .... Of ._IIr ,'''' Of I I --I I~ , '. ADOL T ~ , ~. \ I Flfm"u' ('r---1 ~i., '~" 11'------, ~tPrk- pit'll" fA\ j/ .,~ //' I: .. fl':~: _:'1. : !t=::r:r::;--o v" I I, \'.'" \ I r' ..... '-u \ • "I , . VICINITY MAP I'4.T.S. \h\\~\ /} ilE-'·'-1~'~'~ ~ \ \, / \ I .11 " • 0"-"/ i' . ~.' ",',: ~\ I ... I ,.,,_,J '\~ ~ l' \ : I ,::'\--~ SITE SERVICES SEWER: CITY OF' RENTON WATER: CITY OF' RENTON SCHOOL: RENTON SCHOOL OISTRICT F"IRE: CITY OF RENTON TELEPHONE: OWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COUCAST CABLEVISION EASEMENTS NOT SHOWN: OLYMPIC PIPE UNE COMPANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PlANT CORP. EASEMENT. OLYMPIC PIPE LINE COMPANTY: REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEMENT. TRACTS: TRACT A: SENSITIVE AREA: 88.D20 SF TRACT B: DRAINAGE: 20.772 SF" TOPOGRAPHY AND BOUNDARY SURVEY BY; ~Centre ""'''' .-,~ ...... ,..,..1"1,1&. 81003 _ _ Pointe (1&3) l1li1-1101 Surveying \1.\ I"~ I : ..... _ .. r<.,' ~-400sr\ I ) \ ~\ \ ~\ \\ \ \:.\ ~' 7 I ~~'~1 '.: ~ ,,:r\, \ J,::l\---~t ~-,:-_>.,.~J_ , ... ~\:.-t.!-" ~: I \ 'I I -.,...:"............... .. ./ , \ \ 1,_ 'R I: / /" Qo ~...... -':. ..... ,/ \ __ 0., I '" : ell~\STI~llll ._ = -. .:-=:: ...... " /' /'~ ... r ~' . :---' 1/~'1 I, ,-:: -:: ~ =0'" , ~ \ "\"'\ 'I .',-----/-,-),ij,!if(:::..:.::-...::-.::-~~ ::::::'~,.' . \ \ "'I' ,I --.. "::i --.-..-% \ ,-.. -~ ( -Ill-ttl /111";1-;'-'-:'-::'-1:::"-~::::~, ',', I j , I ---::::.. -::. -:::. -:::.. ,.,- '" ,\.~ TRACT .. J I I . ,:U ~~~<r , -i:. :::::--: ::: ~ .. , '\\ 2om"sr '..//1 I '\ , \ \'1\\ \}. \ J/.-_ --:-i? SITE DATA AREA: 167.622 SF OR 3.85 ACRES AREA IN STREETS: 15.227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 88.020 SF OR 2.02 AC NET AREA: 1.47 ACRES PROPOSED NO. LOTS: f~ lONING: PROPOSED DENSITY: R8 5.44 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. . "'" 'D~\\ t\",:r, DRAINGE,POND ) I: :\ll' !~~~\ ~-=::-:::;:~ \ ".,,,..----------J' ,lii:lli\~i\I/'t..-. ;f,'f:!?' " '" _-/J}I/ /Ifl'i . .1', /' I ~ _ _ __ I I :,' 4 /:,. " t' I '> I ' / / ' NOTE: ALL EXISITNG ~\~~\--:o."-,:~~, i '~/! /1 !/!r'li/~!I:Xjl I' STRUCTURES SHALL BE SITE ADDRESS: 3715 NE 19th ST, • I '''!}-"-')'/"~l'~/.M.i,,/;!I"'I(" REMOVED :1, ",,"--~----'-~-;---/'~~~lilE, i(A /r t \ I , ---~-'t I~T.t ;tV)' ,I I III:' ~:~~ ~\\\j:§~~?= :=.. i '; //;~iJ/~';%)Vct'lI' ~ ~ l~l:\~;!:' :::.' ::..' ---==---~.:;::: -; /~ //' I'!',/I.~';/ / \ P~. t1---:::~:: -':' -,/ J;,'ll/,;I;//I ~ I ~~ " . ~'_ ::,,g; -_--:-';:,;'?I1},;;'MiJ i' . , --::...--.--"< ~h/'~"/~1.1 ~ .. ". , -;;:::. -=-== .---.: ~..ii~ ;$~.?~//Ih ., , ~~.' --,/ ,/~-,/,/ '0 'r),//jl. "- \ ,'. ,":::--.:; ;:;:.: / >J,,:;:,/M{//J'i ,~ "::::-././ /;";.. -; "Yr: /7~/¥I!"~ ~ \~ 1.~~ ::::<~::::' / / / /'1~/. ~ ~'~l-' \\ \i ~.'::: --,/ /.f '.ll/'W~r;;/jJ . '\~~ ~ , -::::_:=-~ --:: / \I;)V~ ~~d,' i~ " , ,\ ~ .... _____ -jJZ;///If':,m'".f' ASSESSOR'S NOS. 142305 9031 LEGAL DESCRIPTION THE WEST HALF' OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M .. IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF AON EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD. PROPERTY OWNER: VIOLET HONEA 3308 PARK AVE. N. RENTON. WA. 98056 'trt GRAPHIC SCALE t. _ J t...1 ___ . ~ -If 10f rur) I 1roct\ ... 0 fl. (j Z ~ ~ ~~ W£;;~o ~;~~~ (j~ .:l:l ZS~~~ W~~~ ~ et: 2?~ & ~ W~ ,flO: (j W <{ "') ,.0. 0-...: ...: ~ it 0- 0-:s Q:: 0.", a 0-'" Oi Q:: S t-~O~ Vl~Vi'" t..J., >: Q:: >-~ U Q::" «'" ~ [j &: 0-bj i~ (J ~ '-~ ~O :!It O~ \GO,? ~G ~~~ lu ct e~-.. ~~ :ii~ ~~ ~~ ~ ..... ~~ .~ . i~ -WUQ!. '·· .. 0· D£!ION'~~ DII-'~----..bbI.- _,T --L- _1 __ , I" '~1 or: DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0, AREA=4416 BOTTOM: 423.0 AREA= 1976 SF VOLUME PROVIDED: 15980 CF VOLUME REOUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE TOP WETPOND ELEV: 423.0, AREA= 1976 SF BOTTOM WETPOND ELEV: 419.0, AREA=600 SF VOLUME PROVIDED: 5152 CF VOLUME REQUIRED: 5127 CF TOPOGRAPHY AND BOUNDARY SURI/fY BY; *Centre ~~::-::-= _ _ Pointe (HII) 1111-11101 Surveying \ A PORTION of the S.E. 1/4, ~po-,.:~/!:tffff :2J! "\A4jiif i! Ii <Sf'@·6 1!1.1 .' 4, TOWNSHIP 23 N., RANGE 5 E., W. 1.~' ~-----""""I" } ~ :.:~ TYP, I;i i 0+00 14,' ........ IN TERIOR PLA T ROAD NOT TO SCALf 1+~ 2+00 ,.00 PROFILE -INTERNAL PUBLIC STREET SCAlE: HORIZ.: 1--40' VERT.: ,".4' i GRAPHIC SCALE ~ ~ i r ",," .. -~ (nI par I 11PId!_" fl. 0 Z ir W t '" w£;;;~ zs~~ -.'" ()~. z:s;; wa~~1 cr: ~1Ic g a w~ 1ft.... () w <1: "") '" ..... "'< « It it ~ li: ~'"' Q ::>V1 Vi ~ -lI ~ ~ g~~ 12 ., ~ '" 9:; _;:: '-' ~~ ..... Q bl :!! ~ a Vl a: ... ~ ~o ill:" cj~ ~~~ ::sO tit 01 ~~ g~i Q~ ,,~~ :;Z;"I( a:"'"ti :s:!! ~ & ~ if "" --L-- " --L-- . I'" TOPOGRAPHY AND BOUNDARY SUR'lrr BY: f entre .... '.Ib ."'~ In'" hd.n.] .,. 1'", uoo:s _ Pointe I"') •• ,..00' Surveying \ \-- \ \ A PORTION of the S.E. 1/4. 4. TOWNSHIP 23 N.. RANGE 5 E .• W.M. . -.:.::---"J Ij:':r.', .... ·-' 1...:1 __ • NOTE: AlL EXISITNG STRUCTURES SHALL BE REMOVED LEGEND EXISTING TREES TREES TO BE REUOVEO CLEARING LIMITS PROPOSED CONTOUR ~. ,*44TI ~ EXISTING CONTOUR __ - - - -_160 i GRAPHIC SCALE ~~..w--" i i -~ (DUa, , I ~en. oWl fI, CJ Z (l:. • W'-' ..., ..... W~8~~ ~;~~~ e,,~~~;;Zs~~E W~i~~ .. n::: ~ ~ & ~ W;;. &:10. CJ w « J .... :5 CL ~ .... :3 II:: 0.. o '-' :x: l:j'" Vl ~ f!: ~ 10-;. 0 -V) -l oItS I..J I.u" >: ~ ~~ .... c).., IX ~ ~ IV) .... C5 :E Co..fil ~:s VI ",9, ~5 ~a(~ ~~ 2~~ ~~ ~~: ::5:E ~~ :E. ~ .... ....L- _1 __ s : .: "W, .:>j :c:::t:.: wi el ~i -R-;, ... ]Q .... ,-.... NLE········ ~lRt',.~h8,:.' .•... 1 .. ,.. ~t!tRL"8--.... '-'~7\:_:fA E5 -9 T23N R5E E 112 - - - -Renton dit7 Umit/l J I J i ':::0:::;::' ... .1.. _ ..... ;------l , R 1 ..... 00 D5 4 T23N R5E E 1/2 S304 _ONING MAP 80 K RESIDENTIAL ~ Resource Conservation ~ Residential dulac ~ Residential 5 dulac a Residential 8 dulac ~ Residential Manufactured Homes I R-10 I Residential 10 dulac I R-14 I Residential 1. dulac I RH-I I Residential Multi-Fam.ily Inlill I RH-N I Residential Multi-Family Neighborhood Center IRH-C I, Residential Multi-Family Suburban Center MIXED USE CENTER ~ Center Neighborhood- ~ Center Suburban- ~ Urban Center -North ~ Urban Center -North 2 [§J Center Downtown- ~ Center Office Residential COMMERCIAL o Commercial Arterial- ~ Commercial Office- @] Convenience Commercial INDUSTRIAL 0 Industrial -Heavy ~ Industrial -Medium 0 Industrial -tight <P) Publicly owned ___ Renlon City Limits ___ Adjacent City Umits _ Book Pages Boundary KROLL PAGE I RH-T I Residential Multi-Family Traditional I RH-U I Residential Multi-Family Urban ecute ... • May include Overla~cts. See Appendix maps. For additiO~~On9 in Overlay Districts. please s r C14-3. PAGE# INDEX SECTfTOWNIRANGE v-~·--· City of Rencon Department of Planning / Building / Public WDrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: POftS COMMENTS DUE: OCTOBER 18, 2004 APPLICATION NO: LUA04-119, SHPL-H, ECF DATE CIRCULATED: OCTOBER 4, 2004 APPLICANT: Marc Rousso PROJECT MANAGER: Susan Fiala PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: Arneta HenninQer SITE AREA: 167,622 square feet BUILDING AREA (gross): N/A LOCATION: 3715 NE 19th Street I WORK ORDER NO: 77322 SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 with particular attention to those areas in which we have expertise and have identified areas of probable impact or i, needed 10 pro rlyas<e" Ih" propo<al. f6(~ 104 Date I A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new single family lot to address these potential impacts." Parks Mitigation Fee DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM October 14, 2004 Susan Fiala Arneta Henninger X7298 SUNSET CREST 8 LOT SHORT PLAT APPLICATION 3715 NE 19TH ST LUA 04-119 I have reviewed the preliminary application for this 8 lot short plat located at 3715 NE 19th St in Section 4, Twp. 23N, Rng. 5E, and have the following comment. Existing Conditions: Water--This site is located in the 565 Water Pressure Zone. There is an 8" watermain in NE 19th St (see City of Renton water drawing W 2889 for detailed engineered drawings). The static pressure at the street level is approximately 58 psi at the street level. Sanitary Sewer--There is an 8" sanitary sewer main in NE 19th St. Storm--This project lies in the Honey Creek drainage basin. There are storm drainage facilities in NE 19th St. CODE REQUIREMENTS WATER: • This project is required to install an 8" watermain and service lines to serve the new plat including new fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. The watermain needs to be shown on the west side of the paved section, approximately 3 or 4 feet east of the west edge of the pavement section. • Fire hydrants are to be located within 300 feet of each structure. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. This distance is measured along a travel route. Sunset Crest Plat Application NE 19th St • Water System Development Charges of $1525 per each new lot will be required for this project. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. SANITARY SEWER: • The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. • Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. • The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. • System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. STREET IMPROVEMENTS: • Per City of Renton code projects that are 5 -20 residential lots in size shall install curb, gutter and sidewalks and provide full pavement width per the standards along the full frontage of the parcel being developed. • Street lighting per the City of Renton standards and specifications is required to be installed along the frontage if not existing and on the new cul-de-sac for a 8 lot short project. • The new internal street shall be developed with a half street improvement, including the dedication of half of a cul-de-sac. The right-of-way for the half street improvement must be a minimum of thirty-five (35') with twenty-eight feet paved. A curb and a six foot (6') sidewalk shall be installed on the development side of the street. • Ten feet of right-of-way on NE 19th St is required to be dedicated as part of the short plat. • All new electrical, phone and cable services and lines must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. I:\Projects\SUNSETCRESTGF.doc\cor Sunset Crest Plat Application NE 19th St STORM DRAINAGE: • A conceptual drainage plan and report was submitted and meets the requirement that the drainage control plan be designed per the 1998 King County Surface Water Manual Level 2. • A geotechnical review of the pond placement near the top of the steep slope is required to review soil and slope stability and insure adequate set-back distance from the steep slope. • The Surface Water System Development fees of $715 per each new lot apply to the proposed project. The Development Charges are collected prior to the issuance of a construction permit and prior to the recording of the short plat. CONDITIONS The Traffic Mitigation Fee of $5024.25 shall be paid prior to recording the plat. This is a condition of the project. Erosion Control Measures This project shall comply with the erosion control measures per the DOE manual. This is a condition of the project. The drainage control plan shall be designed per the 1998 King County Surface Water Manual Level 2 -this is a condition. GENERAL: • 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. • All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. cc: Kayren K. H:\Division.s\Develop.ser\Dev&plan.ing\PROJECTS\04-119.Susan\SUNSETCRESTGFPR.doc\cor City of Renron Department of Planning I Building I Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1J\M ~V\\e....vJ APPLICATION NO: LUA04-119, SHPL-H, ECF APPLICANT: Marc Rousso PROJECT TITLE: Sunset Crest Short Plat SITE AREA: 167,622 square feet LOCATION: 3715 NE 19th Street COMMENTS DUE: OCTOBER 18, 2004 DATE CIRCULATED: OCTOBER 4, 2094":.O~R!=~~O~ ...." HeLd:8\1I..HJ PROJECT MANAGER: Susan Fiala OCT 0 7 'lW\1 PLAN REVIEW: Arneta Henninger L.uld BUILDING AREA (gross): N/A I WORK ORDER NO: 77322 ""VI~_ - SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential -B (R-B) zoning designa~ion. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq.Ft.Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site., 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 Housing Air Aesthetics ./ Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet I \ 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 properly assess this proposal. ffd Is-, 7/DO ~ Date I City of Renron Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 5tAJfa.re/ wast, j'Q{er COMMENTS DUE: OCTOBER 18, 2004 APPLICATION NO: LUA04-119, SHPL-H, ECF DATE CIRCULATED: OCTOBER 4, 2004 APPLICANT: Marc Rousso PROJECT MANAGER: Susan Fiala CITY O~ ~:'_;;;ON _ ~ .... II n, : ~ -\ PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: Arneta Henninger t1~"'t:1 V 1..1.1 SITE AREA: 167,622 sguare feet BUILDING AREA Jgross): N/A UCT ~ 5 2004 LOCATION: 3715 NE 19th Street WORK ORDER NO: 77322 01111 fWM~ nl\lI~I()N SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq.H. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 additio I information is need to properly assess t is proposal. Project Name .......;;;S~u..:.:rv=S=c:::::;;..:I~C...a~~,Q.;r_· .z>.=:::."f:r...l..f'.:::::l/--- Project A~dress 31" \::, l>E \ 5 ~ s~ Contact Person ~m.....L{jJI/=-:L,=---1£.ou..;;.=.:· ~SS;=::O::::....-____ _ Address _____________ _ Phone Number "_" ___________ _ Permit Number L0r\ b'A - \ \ q .i . Projec::t Description £>-~1 Sf=VS,. .s \Wg r ~ Land U~pe: . Method of Calculation: -, "'''' Eo G.~v-. a-rtE Trip Generation Manual Cz. \0) 'SF ~. q. S ( ~/ k U Residential o Retail o Traffic Study· . .- o Non-retail o Other Calculation: "B~' Qi,."tO'7l,,·SI.,. ~.. . . 7)1..4.'5;/.--. (;8.&5 ~.~ "",\oS\, ')( ft ""!S::;. 11 S) 14~. 00 " - 1 {;)llsn~ <-'".7S; ':: ~OdLt.~S' Transportation Mitigation Fee: gL ~)"-J "I ~. 111)' ;. Calculated ~y: +S" t Jiicl.v Account Number: __________ _ Date of Payment ______ -:--____ _ ~502~.d.? 1o/J~/~ Date: \0 /, 3/)-z:nJ " I ) I 1/ City of Remon Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: -rransPOr+tth~Y) COMMENTS DUE: OCTOBER 18, 2004 I APPLICATION NO: LUA04-119, SHPL-H, ECF APPLICANT: Marc Rousso PROJECT MANAGER: Susan Fiala PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: Arneta Henninger U~I 052004 SITE AREA: 167,622 square feet BUILDING AREA (gross): N/A RII" nINr.::nIVIc::rnr-..r LOCATION: 3715 NE 19th Street I WORK ORDER NO: 77322 SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a·new public street extending south from NE 19th St., terminating in a cUl-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 5,2004 Susan Fiala, Senior Planner 40 Jim Gray, Assistant Fire MarshaJd~ Sunset Crest Short Plat, 3715 NE 19th St. MITIGATION ITEMS; 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are, required to be paved, 20 wide. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. -~ City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: h r~ r' APPLICATION NO: LUA04-119, SHPL-H, ECF -< DATE CIRCULATED: Q HTQE ER 4, 2004 APPLICANT: Marc Rousso PROJECT MANAGER: tLsUr FialJCT -5 2004 PROJECT TITLE: Sunset Crest Short Plat PLAN REVIEW: Arnet Henr inaer SITE AREA: 167,622 square feet CITY OF RENTON BUILDING AREA (gros~i): N/A FiilF nrD~_r:nu~m LOCATION: 3715 NE 19th Street I WORK ORDER NO: 7;322 SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resoun;es Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ~~ eO vtA{lVUv17-6 Date I I City of RenuJn Department of Planning / Building / Public Wv. nS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: OCTOBER 18, 2004 APPLICATION NO: LUA04-119, SHPL-H, ECF DATE CIRCULATED: OCTOBER 4,2004_ 9ITYO!".C:;::NTON APPLICANT: Marc Rousso PROJECT MANAGER: Susan Fiala PROJECT TITLE: Sunset Crest Short Plat er OCT 05200 SITE AREA: 167,622 s uare feet BUILDING AREA ross: N/A LOCATION: 3715 NE 19th Street I WORK ORDER NO: 77322 SUMMARY OF PROPOSAL: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential-8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. 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 Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation 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 ditional information is needed to operlY,assess this proposal. Date ., CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 5th day of October, 2004, I deposited in the mails of the United States, a sealed envelope containing Notice of Application documents. This information was sent to: Surrounding Property Owners See Attached .............................. ,','\\ (Signature of Sender)I': ~~~~~~~~~=----_________ -.!i-~--~"''''~~~x~\..:,.t:J..IV,~~lltt '';'" • . .. ·~\ss/o·..:70 t" STATE OF WASHINGTON COUNTY OF KING ) SS ) : ",o~ I\I~ .•• ~ ~ : ,:0 NO/.JI~ *o ... ~~ fill. "'7).. ... , ~ • _ ::n~ ." , ,CJ): A', m: ~ ~ """"' ~ "'I , C/') : .. ~ y ... veLIe :' : " :.>. '. ~ .... ,,~""<9 .,~.: I certify that I know or have satisfactory evidence that Stacy Tucker "" o~ ··· .. :9.? .. G.~O __ -:' signed this instrument and acknowledged it to be his/her/their free and voluntary'~'r.~!ft~ .... Uses and h,,"' .. "'· ... " purposes mentioned in the instrument. . Dated: {f2cl: 1, ~'I Notary (Print): ______ ---:.:..;...:..::...;.==.:....=!lI...I1.LI.I.LJ.C£,.;l:UL. _______ _ My appointment expires: Sunset Crest Short Plat LUA04-119, SHPL-H, ECF '.} oEV~~w~~WeWJ~f~ING . SEP 2 82004 troScan / King (WA) Parcel Number Owner Name Site Address YB Owner Phone 0423059032 r pe 12638 SE 106th St Renton 98055 0423059034 Hoffmann Kevin W / Anita M *no Site Address* Renton 425-271-8479 0423059038 Allan Roger LlPatricia A 3629 NE 19th St Renton 98056 1953 0423059038 Allan Roger LlPatricia A . 3629 NE 19th St Renton 98056 1946 0423059068 First Ukrainian Pentecostal Church 3810 NE 19th St Renton 98056 1916 0423059072 Meakin Al & Violet *no Site Address* Renton 0423059090 Price Charles E & Magvash G Etal 3524 NE Sunset Blvd Renton 98056 1918 0423059091 MeakinAL 3608 NE Sunset Blvd Renton 98056 1980 0423059116 Barfknecht Susan M;Bledsoe Clark 3807 NE 19th St Renton 98056 1946 0423059120 City Of Renton *no Site Address* Renton 0423059121 MeakinAL 3616 NE Sunset Blvd Renton 98056 1943 0423059136 Traverso Mark T 3802 NE 19th St Renton 98056 1955 0423059231 Hurt William 3819 NE 19th St Renton 98056 1923 425-271-3547 0423059237 First Ukrainian Pentecostal Church 3811 NE 21 st St Renton 98056 1963 0423059277 Hoffmann Kevin W / Anita M 3630 NE 19th St Renton 98056 1966 425-271-8479 0423059287 Haugen Lawrence A 1899 Shelton Ave NE Renton 98056 1968 0423059288 Haverly Maynard L Jr *no Site Address* Renton 1823500010 Farra MaryN 3800 NE Sunset Blvd #A101 Renton 98056 1994 1823500020 Schlemmer Shirlee H 3800 NE Sunset Blvd #B101 Renton 98056 1994 1823500030 Shaw Cheryl A 3800 NE Sunset Blvd #B102 Renton 98056 1994 1823500040 Evans Dana L 3800 NE Sunset Blvd #B103 Renton 98056 1994 "', :- 1823500050 Burris Tyson W 3800 NE Sunset Blvd #B104 Renton'98056 1994 1823500060 Cunningham Carmen R 3800 NE Sunset Blvd #C101 Renton 98056 1994 1823500070 Vogt Richard C 3800 NE Sunset Blvd #C102 Renton 98056 1994 1823500080 Tu Bich-hang D 3800 NE Sunset Blvd #D101 Renton 98056 1994 1823500090 Keeler Casey/Shannon 3800 NE Sunset Blvd #D102 Renton'98056 1994 1823500100 Reimer Bryan A;+ 3800 NE Sunset Blvd #D103 Renton 98056 1994 1823500110 Debolt Gail 3800 NE Sunset Blvd #D104 Renton 98056 1994 1823500120 Boody Pochana 3800 NE Sunset Blvd #D105 Renton 98056 1994 1823500130 Nielson Mark G 3800 NE Sunset Blvd #D106 Renton 98056 1994 425-227-7930 1823500140 Flores Wendy 3800 NE Sunset Blvd #E101 Renton 98056 1994 1823500150 Berrett Jo Ann 3800 NE Sunset Blvd #E102 Renton 98056 1994 1823500160 Hall HelenM 3800 NE Sunset Blvd #E103 Renton 98056 1994 1823500170 Sakaue DanK 3800 NE Sunset Blvd #E104 Renton 98056 1994 1823500180 Gardner Jossie G 3800 NE Sunset Blvd #E201 Renton 98056 1'994 425-486-5985 1823500190 Armstrong Barbara B 3800 NE Sunset Blvd #E202 Renton 98056 1994 425-228-6492 1823500200 Bishop David C 3800 NE Sunset Blvd #E203 Renton 98056 1994 1823500210 Anderson Jason M 3800 NE Sunset Blvd #E204 Renton 98056 1994 1823500220 Hissong Matthew L 3800 NE Sunset Blvd #E301 Renton 98056 1994 .1823500230 Gallagher RonanlMelanie;+ 3800 NE Sunset Blvd #E302 Renton 98056 1994 1823500240 O'hearn John C 3800 NE Sunset Blvd #E303 Renton 98056 1994 1823500250 MeyLyoan 3800 NE Sunset Blvd #E304 Renton 98056 1994 1823500260 Kobayashi George SlFrances K 3800 NE Sunset Blvd #FlOl Renton 98056 1994 1823500270 Windelev Alis 3800 NE Sunset Blvd #F102 Renton 98056 1994 2599850010 Guardian Jose LlJessica E 1555 Union Ave NE #A1 Renton 98059 1980 2599850020 Lindekugel Michael P;Howe Teresa 1555 Union Ave NE #A2 Renton 98059 1980 425-271-2640 2599850030 Seven Murril 1555 Union Ave NE #A3 Renton 98059 1980 2599850040 Lin Diane 1555 Union Ave NE #A4 Renton 98059 1980 425-228-8419 2599850050 Berry Laura Norene 1555 Union Ave NE #B5 Renton 98059 1980 2599850060 Mezgebu Tewodros Z 1555 Union Ave NE #B6 Renton 98059 1980 2599850070 Hill Talayna S 1555 Union Ave NE #B7 Renton 98059 1980 2599850080 Patterson Yu Q 1555 Union Ave NE #B8 Renton 98059 1980 2599850090 Cluphf Gerald 1555 Union Ave NE #C9 Renton 98059 1980 2599850100 Ketterling Bonnie Lou 1555 Union Ave NE #C10 Renton 98059 1980 425-271-5l34 2599850110 Muusse Abdifitaah M 1555 Union Ave NE #C11 Renton 98059 1980 2599850120 Polinsky Wendy E 1555 Union Ave NE #C12 Renton 98059 1980 425-271-8288 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. 'i ()troScan / King (WA) '~\ ,,/ Parcel Number Owner Name Site Address YB Owner Phone Parcel Number Owner Name 2599850130 Bollman Lynda B 1555 Union Ave NE #C13 Renton 98059 1980 3449500100 Eastman Arthur EIW M Trust 2599850140 Radutskiy Aleksey G 1555 Union Ave NE #C14 Renton 98059 1980 425-793-3903 3449500165 City Of Renton 2599850150 Huynh Ai-binh 1555 Union Ave NE #C15 Renton 98059 1980 425-227-8483 7791000080 Haverly Maynard L Jr 2599850160 Boston Deborah I 1555 Union Ave NE #C16 Renton 98059 1980 7791000090 Murillo Mariano M & 2599850170 Nelsen James L 1555 Union Ave NE #D17 Renton 98059 1980 425-277-5293 7791000100 Smith Doyle E 2599850180 Gerassimov Latchezar;lvanova Diana 1555 Union Ave NE #D18 Renton 98059 1980 425-271-7518 7791000110 MaiCaoT;+ 2599850190 Portelle Joanne R 1555 Union Ave NE #D19 Renton 98059 1980 425-228-4526 7791000120 Mieldon Willie MlEsther E 2599850200 Wilson Diana L 1555 Union Ave NE #D20 Renton 98059 1980 7791000130 Krall Randi W & Denise M 2599850210 Miller Robert W!Becky A 1555 Union Ave NE #D21 Renton 98059 1980 7791000140 Desiderio Jose Ai Ann Marie 2599850220 Young Kristina M 1555 Union Ave NE #D22 Renton 98059 1980 425-204-1271 7791000150 Myers Ted A 2599850230 Chappelle Mae M 1555 Union Ave NE #E23 Renton 98059 1980 425-227-9285 2599850240 Mcgerry Carly R 1555 Union Ave NE #E24 Renton 98059 1980 2599850250 Mckendry J J & Stewart D J 1555 Union Ave NE #E25 Renton 98059 1980 425-226-8677 2599850260 Wesley John R;Angell-wesley Linda 1555 Union Ave NE #E26 Renton 98059 1980 2599850270 Myers-stanberry Kathlyn L 1555 Union Ave NE #E27 Renton 98059 1980 2599850280 Rosanski Ronald W 1555 Union Ave NE #E28 Renton 98059 1980 2599850290 Stahl Richard LlElizaeth M 1555 Union Ave NE #F29 Renton 98059 1980 2599850300 Rosak Elane M 1555 Union Ave NE #F30 Renton 98059 1980 2599850310 Hanson Clayton A/Marilyn K 1555 Union Ave NE #F31 Renton 98059 1980 2599850320 French Rebecca Ann 1555 Union Ave NE #F32 Renton 98059 1980 2599850330 Smoldon Connie 1555 Union Ave NE #F33 Renton 98059 1980 2599850340 Alt Patrick N 1555 Union Ave NE #F34 Renton 98059 1980 425-917-2301 2599850350 Munson Steve M 1555 Union Ave NE #F35 Renton 98059 1980 425-226-5792 2599850360 Spencer Samantha S 1555 Union Ave NE #F36 Renton 98059 1980 2599850370 Mattson Cara L 1555 Union Ave NE #G37 Renton 98059 1980 2599850380 Wells Fargo Bank Na 1555 Union Ave NE #G38 Renton 98059 1980 2599850390 Hardin Kimberly M 1555 Union Ave NE #G39 Renton 98059 1980 2599850400 Kinzinger Megan Lynn 1555 Union Ave NE #G40 Renton 98059 1980 2599850410 Penor Debra Roth 1555 Union Ave NE #G41 Renton 98059 1980 425-227-9425 2599850420 Taylor Cara L 1555 Union Ave NE #G42 Renton 98059 1980 425-204-9689 2599850430 Holmes Lasonia R 1555 Union Ave NE #G43 Renton 98059 1980 2599850440 Tsunehara Mary Tatsuko 1555 Union Ave NE #G44 Renton 98059 1980 2599850450 Roley Daniel J;+ 1555 Union Ave NE #H45 Renton 98059 1980 425-277-8706 2599850460 Taylor Michael C 1555 Union Ave NE #H46 Renton 98059 1980 425-277-9542 2599850470 Virgin Lisa V 1555 Union Ave NE #H47 Renton 98059 1980 2599850480 Pike Beverly 1555 Union Ave NE #H48 Renton 98059 1980 425-271-5780 2599850490 Bugni Dan 1555 Union Ave NE #H49 Renton 98059 1980 2599850500 Tussing Theresa N 1555 Union Ave NE #H50 Renton 98059 1980 2599850510 Chow Cheryl 1555 Union Ave NE #H51 Renton 98059 1980 2599850520 Lysne Erik A;+ 1555 Union Ave NE #H52 Renton 98059 1980 2599850530 Haselfield Keith M 1555 Union Ave NE #H53 Renton 98059 1980 2599850540 Rieck Robin S 1555 Union Ave NE #H54 Renton 98059 1980 2599850550 Slover Jesse E 1555 Union Ave NE #155 Renton 98059 1980 425-687-8701 2599850560 Long Allison M 1555 Union Ave NE #156 Renton 98059 1980 2599850570 Inge JarrettlHeather 1555 Union Ave NE #157 Renton 98059 1980 2599850580 Shoemaker David Marcus 1555 Union Ave NE #158 Renton 98059 1980 425-255-2709 2599850590 Sitthivong Phomvichith 1555 Union Ave NE #159 Renton 98059 1980 2599850600 Hemphill Eric B 1555 Union Ave NE #160 Renton 98059 1980 2599850610 Rust Michelle L 1555 Union Ave NE #161 Renton 98059 1980 2599850620 Arnot Brian C 1555 Union Ave NE #162 Renton 98059 1980 2599850630 Morgan Cheri L 1555 Union Ave NE #163 Renton 98059 1980 206-762-6670 2599850640 Campbell Robert M;Nguyen Hyunh-l 1555 Union Ave NE #164 Renton 98059 1980 425-277-1651 2599850650 Buckner Brady/Stacy 1555 Union Ave NE #J65 Renton 98059 1980 425-793-3660 2599850660 Barber Gary B;Gunther Ann E 1555 Union Ave NE #J66 Renton 98059 1980 425-228-4095 2599850670 Stumpf Brett! Angela 1555 Union Ave NE #J67 Renton 98059 1980 2599850680 Luna Joshua B 1555 Union Ave NE #J68 Renton 98059 1980 Information compiled from various sources. Real Estate Solutions makes no representations Information or warranties as to the accuracy or completeness of information contained in this report. or warranties as to NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL·H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential· 8 (R·S) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots Is proposed via a new public street extending south from NE 19th St., terminating In a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on·site. PROJECT LOCATION: 3715 NE 19~ Sireel OPTIONAL DETERMINATION OF NON·SIGNIFICANCE, MITIGATED (DN5-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to rBsult from the proposed project. Therefore, as permitted under the RCW 43,21C,110, the City of Renton is using the Optional ONS·M process to give notice that a ONS· 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· MltIgatod (DNS-M), A 14-day appeal period will follow the issuance of the ONS·M, PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: September 28, 2004 October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: Jame. Jaeger; Tel: (253) 850-0934 Email: lIIag.Oaot.com Pennlts/Revlew Requested: Environmental (SEPA) Revie .... , Short Plat Review Other Permits which may be requIred: Building, Construction and Fire Permits RequeSted Studies: Environmental (SEPA) Checklist, Drainage and Geotechnical reports Location where application may be reviewed: PlannlnglBulldlng/Public Works Department. Development Services DiviSion, Sixth Floor Renton" City Hall, 1055 South Grady Way, Renton, WA 98055 PUBLIC HEARING: Public hearing tentatively scheduled for November 30 2004 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. CONSISTENCY OVERVIEW: Zonlng/Land Use: Environmental Documents that EvalUate the Proposed ProJect: Development Regulations Used For Project Mitigation: The subject site Is designated Residential Single Family On the City of Renton Comprehensive Land Use Map and Residential -8 (A-8) on the City's Zoning Map. This designation encourages and pennits single-family residential development at a net density range of 5.0 to 8.0 dulac for R·e. The proposal for e lots would result In a net density of 5.44 dulac after the deduction of lands lor public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklisl The project win be subject to the City's SEPA ordinance, Zoning Coda, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appropriate. Proposed MItigation Measures: The fonowing recommended Mitigation Measures will likely be imposed on the -I proposed project to address project impacts not covered by existing codes and regulations as cited above: The applicant will be required to pay the appropriate Transporlation Mitigation Fee. The applicant wflf be required to pay the appropriate Fire Mitigation Fee. The applicant will be required to pay the appropriate Parks Mitigation Fee. Comments on the above application must be submitted In writing to Susan Fiala, Senior Planner, Development Services DiVision, 1055 South Grady Way, Renton, WA 98055, by 5'00 PM on October 18. 2004. This matter is also tentatively schoduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers. Seventh Floor. Renton City Hall, 1055 South Grady Way. Renton. If you are Interested in attending the hearing. please contact the Development Services Division. (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the data indicated above, you may stili appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mall, please contact the project manager. Anyone who submits written comments will automatically become a party of record and w1ll be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala. Senior Planner; Tel: (425) 430-7382 Email: sfialaOcl.renton.wa,u8 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renlon, WA 98055. File No.lName: LUA04-119, SHPL·H, ECF I Sunset Crest Short Plat NAME: ____________________________________________ ___ ADDRESS: ________________________________________ ___ TELEPHONE NO.: ____________ _ CERTIFICATION .:--:~;;~~~~~~~~Itt f ~.:.~""\SS/O~:·::"'O '" , . 0 'y ...... ~. I, : :'0 NOr: '~ •. ~~ :: -4~ _~ -n ~ Ion. 1 n '"\ ' r/ ~ (f) : ,."J-::11: ." ~ , V-'Cir.l'1!'-. L-'\4:?rJt,.).\ "" , hereby certify that J coji~ bf tfi&: '" ~ f : above do~ument were posted by me in :f; conspicuous places ~i-.~~VC ."" f the descnbed property on I" 0,(' ....... -07 .•• ·o~:-~ :i£ s·Hi~G~ ...... -----I',I'''~ ~~"~~~~ ATTEST: Su ribed Washington residing i MARILYN KAMCHEfF MY AProNlMHff EXPIRe; &29.m NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: October 5, 2004 LAND USE NUMBER: LUA04-119, SHPL-H, ECF PROJECT NAME: Sunset Crest Short Plat PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single- family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. PROJECT LOCATION: 3715 NE 19th Street 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 43.21 C.11 0, 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 ~PPLICATION DATE: September 28, 2004 NOTICE OF COMPLETE APPLICATION: October 5, 2004 APPLICANT/PROJECT CONTACT PERSON: James Jaeger; Tel: (253) 850-0934 Email: jjjags@aol.com Permits/Review Requested: Other Permits which may be required: 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: Environmental (SEPA) Review, Short Rlat Review ! Building, Construction and Fire Permit~ Environmental (SEPA) Checklist, Drainage and Geotechnical reports Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Public hearing tentatively scheduled for November 30. 2004 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 on the City of Renton Comprehensive Land Use Map and Residential - 8 (R-8) on the City's Zoning Map. This designation encourages and permits single-family residential development at a net density range of 5.0 to 8.0 dulac for R-8. The proposal for 8 lots would result in a net density of 5.44 dulac after the deduction of lands for public streets and critical areas. The proposed subdivision is consistent with the both designations. SEPA checklist The project will be subject to the City's SEPA ordinance, Zoning Code, Public Works Standards, Subdivision Regulations, Uniform Building and Fire Codes and other applicable codes and regulations as appr6priate. Proposed Mitigation Me es: The following recommended Mitigation ' ures will likely be imposed on the proposed project to address project impa~", not covered by existing codes and regulations 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. Comments on the above application must be submitted in writing to Susan Fiala, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 18,2004. This matter is also tentatively scheduled for a public hearing on November 30, 2004, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date Indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Susan A. Fiala, Senior Planner; Tel: (425) 430-7382 Email: sfiala@cLrenton.wa.us I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. I . File No.!Name: LUA04-119, SHPL-H, ECF / Sunset Crest Short Plat NAME: ADDRESS: _____________________________________________ ___ TELEPHONE NO.: ________ _ Kathy Kooiker-Wheeler, Mayor . October 5, 2004 James Jaeger Jaeger Engineering 9419 S 204 Place Kent, W A 98031 Subject: Sunset Crest Short Plat LUA-04-119, SHPL-H, ECF Dear Mr. Jaeger: CITY ~F-RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator 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 2,2004. 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 November 30, 2004 at 9:00 AM in the Council Chambers, Seventh Floor, Renton City . Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you 6fieWeek before the hearing. Please contact me at (425) 430-7382 if you.have any questions. Sincere,/, 56( Q ? ~~{r7~~ Susan A. Fiala, AICP Senior Planner cc: Violet R. Nonea fOwner Marc Rousso f Applicant -------------lO-S-S-s-ou-th-G--rn-dy-W--ay---R-e-n-to-n-,W-a-s-hi-n-gt-on--9-80-S-S------------~ * This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE Kathy Keolker-Wheeler, Mayor October 5, 2004 Superintendent's Office Renton School District #403 300 SW 7th Street Renton, WA 98055-2307 Subject: Sunset Crest Short Plat LUA-04-119, SHPL-H, ECF CITY .F~RENTON PIanningIBuildinglPublicWorks Department Gregg Zimmerman P.E., Administrator The City of Renton Development Services Division has received an application for an 8-lot single-family subdivision located at 3715 NE 19th Street. 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 S,outh Grady Way, Renton, Washington 98055 by October 18, 2004. Elementary School: __ --'-__ --'-___ ----'--:-___________ ~ __ _ Middle School: __ ----'-----,.....------------------- High School: __ ----'-________________________ _ Will the schools you have indicated be able to handle the impact 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 regardingthis project, please contact me at (425) 430-7382. Sincerely, ~ .. ~ ~ • ~ /7 r;;c(.. '. '-.K-...... k (..r:: .. // __ U-~6~~ Susan A. Fiala, AICP Senior Planner _E_n_C_1. ------=-}-=-Os=-=s,-,s=-o-u--=-th-G=-r-ad-=-y-=Wc:-:a-::-y---=R=-e-n-to-n-=, W:=-:-as-=-h-=-in-g-to-n-::-9::-::8,-:-O-=-SS-:--------~ * This paper oontains 50% recycled material, 30% post consumer AHEAD OF THE CURVE • '\ DEVELOPMEm PLANNING CITY OF REmON City of Renton SEP 2 8 2004 LAND USE PERMIT. REcEIVEDMASTER APPLICA:rION ., ·1 PROPERTY OWNER(S) PROjECT INFORMATION POA--rc~ v.J I-KA-l ~",.rr NAME: V\DL-~ \2-1~1'--1~ PROJECT OR DEVELOPMENT NAME:' .' ,. i SUNSET UtEsT SHoRr PL...f!-T ADDRESS: ~ 3~o~ '? .4.a4::. G4Jfz PROJECT/ADDRESS{S)ILOCATION AND ZIP CODE: CITY: '\2,v , ZIP: q<i}OSCo . \ ~II'-l W.4-f ,- '3715 f'JE lq~ ..sr: ~~roN, yJ~. ,cre,os-6 TELEPHONE NUMBER: . " y-vs-2'-~-G9S3 APPLICANT (if other than owner) "'-. KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 04230 5" q031 NAME: [T)P\-Rl<-Rousso EXISTING LAND USE(S): Re 5 t D6r-.r11 J\-L COMPANY (if apPlicableb :r ~ N\ Lf.\Nb £.'\lE.LO PlY\StJr J:N,C. PROPOSED LAND USE(S): RES \ D6f.-.\-n A. L ADDRESS: P.D,13ox 2.5lDb EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: RESID~t\L- CITY: RSNTDN \JJ ~ . ZIP: qco 0 $"[p , PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N.~ . TELEPHONE NUMBER . .. (2.0(0") 'l4'b -B9CfCf EXISTING ZONING: RS CONTACT PERSON PROPOSED ZONING (if applicable): N·h. NAME: J~f(\E.S :fPre.GEeQ SITE AREA (in square feet): ILDl ~&L- SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): ~(3, 1N.66-f2-t~ G-:r Ps-EGe-R.. FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): ADDRESS: 15,2.:2../ s= '14-IQ S. 204 PL. PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 5',4-4- CITY: ZIP: \tJf1 . \<.Et..r\ CfC603 ( NUMBER OF PROPOSED LOTS (if applicable): ~ TELEPHONE NUMBER AND E-MAIL ADDRESS: ('2,.53) ~so \~"3~<}S" @ aot. CDl'''' NUMBER OF NEW DWELLING UNITS (if applicable): 7 v .... v Q:\ WEB\Pw\DEVS ER V\Forms\PJanning\masterapp.docOSI29/03 ~. . .. • , -PRuJECT INFORMATION (continued) r---~~--------~-------------------. NUMBER OF EXISTING DWELLING UNITS Of applicable): I SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): t--.l~ SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN Of applicable): ~Pr SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N?r SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (If applicable): t4 Pr NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): Nf1 NUMBER OF EMPLOYE~S TO BE EMPLOYED BY THE, NEW PROJECT Of applicable): ' . N f\-" '". PROJECT VALUE: -4400; DGJ 0 '_';. '!f."' 'It. 1(,"1 f .., I~.,f· 'I' • IS THE SITE LOCATED IN ANYTYPE:OFi"J;;\;~ :: /~;\ ': I ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): :~6ti~~: ~ fi2 o AQUIFER PROTECTION AREA q~E; V ~ ~'l:l'; ,:;: t.; o AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA o GEOLOGIC HAZARD ______ sq. ft. f/d10UJ sq. ft. I o HABITAT CONSERVATION sq. ft. o SHORELINE STREAMS AND LAKES sq. ft. o WETLANDS sq. ft. '" , LEGAL DESCRIPTION OF PROPERTY (Attach Jegal description on separate sheet with the following infonnation included) ~, , -, SITUATE IN THE St=:-QUARTER OF SECTION~, TOWNSHIPZ.3 , RANGE-..2: IN THE CITY OF RENTON, KING COUNTY, WASHINGTON . . ' , ~ TYPE: OF' APPLICATION & FEES List all land use applications being applied for: 1. ~ lClvor+ fWl '!I liJoO 3. ; 2. ElVv. 1ZR-v1-.f.Ad. ~, s-tfD. 4. ., . , ' Staff will calculate applicable fees and postage: $ : ·AFFIDAVIT OF OWNERSHIP ; I, (Print Namels) L<Jro /~ . .t £ iIo/V.e~ , declare that I am (please che~ :ne) ~~n: owner of the property involved in this appl~tion or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that ---,..,.......,.....,.-__ .,--,.....-__ -,.-.::,..-". Signed this instrument and acknowledged it to ~ hislherllheir free and voluntary'act for the us~ and ~rposes mentioned in the instrument /I' (1 , .1 n: ' ' i.-/&d.~--1:::....J.~~-::...p:.~~~ W~7'~ ~~ (SignatureofOwnerlRepresentative) ""'---./-~ ~t~ . . , ... .. .. , .. Notary Public in and for the State of Washirigton (Signature of OwnerlRepresentative) Notary (Print) _____________________ __ My appointment expires:, ______________ _ ;,j '" -=:: STATE OF WASHINGTON County of ______ _ } } ss. } , '] NOTARY PAGE I hereby certify that I know or have satisfactory evidence that ________________ _ Is the person(s) who appeared before me, and said person(s) acknowledged that (he, she, they) signed this , Instrument and acknowledged It to be (his, her, their) free and voluntary act for the uses and purposes mentioned In this Instrument. ,Dated:: ________________ _ Notary Public In and for the State of Washington Printed Name Residing at _______________ _ My appointment expires __________ _ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• STATE OF WASHINGTON } I ,I } ss. County of kJ\I\Y'} I hereby certify that I know or have satisfactory evidence that Vo8M1niJJ1 Q..a:kln J:;t, 4 \", ) Is the person(s) who appeared before me, and said person(s) acknowledged that (he, ® they) signed this Instrument, on oath stated that ?J~ CD . " Ii( h Y; <. _ Ii act of such party for the uses and purposes mentioned In this Instrument. Dated: '8 -dl lk -0 i ~J\{)J~ e, 0 ~tl'1'\ /) NotarY P~11c In and~for th; State ;;r W:ShinBton tJbfL ~ J'J u' L. __ C~ I / /J~~ Printed Name Residing at ~lr:> Wt'\.. " My appointment expires d -dl-r)<.o ..... ', ."" '. '\ '. \ \ -, \ .~-. 010'" 'I _ -. '" ·\·0"1.... I -"'t-" : ...... , ... "'\\\\1111, ~I i, -,~ 90~ ", ~ I : "ffl1 ':)r 1 ft~ '" ~, : :z: :$1 ~ v~ co' ~ ~ ~ , :J ;;!'J till • ~ ~ icC / ~~~:' ?of j L;:: ", 0 '~~~~~': 1<c-I,~ ~ II",,,,,,, _.: 11\, At3~ ......... \ \'\\\\"", " -,. ". " . .: . ~ '. ". " .. t •••• , LEGAL DESCRIPTION THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF ADN EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD . . ( ',,', AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 DEVELOPMENT P CITY OF RENTLANNING , .ON STATE OF WASHINGTON } SEP 2 8 2004 COUNTY OF KING } } RECEIVED ___ ~JA~::l,,.I-'roI...fJa:E:...$o!..-----:S::....L--=-' ----:~~-LA-E..1..k:=:-:::..:6~E-P'2-=.!......:=..-.------, being first duly sworn on oafh, deposes and says: 1. On the zo1!: day of Seer. , ~o+ , I installed _....J../_ public information sl9.n(s} and p'lastic flyer box on the property located at 3 J (:5 N E-\ q t3. ,:::s'T": for the following project: SuNSeT Cgp:sT SHq<J Project name " I Of ET t10NF-:-A Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the re irements of Chapter 7 Code. Q:' WEB\PW\DEVSERV\Fonns\PJanning\pubsign.doc08/27/03 ' ••• < • ~: . . In!; tfJ 11 er: In s ttUct'lOOs : -- . ·.c'(f.~P#r(~i~,~~t·ot !_," .0 j 14"1 I ;. i'. . J! . . Use ~~x4·X 1Z~ _ . :t'!~~~=~~~L'iS.WJWA~RS' -_'w:rlti~NG: · -~;:'=~=_:6VND; ". ' , .. ~. . Q:' WEB\PW\DEVSERV\Forms\P\anning\pubsign.doc08/27/03 ··~r· .. \ -',) .. >; • . i ~.' .. '::VELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS 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 3 Photosimulations 2 AND 3 '.' This requirement may be waived by: C . L rtI ~ 1. Property Services Section PROJECT NAME: ~Q A C/\o~ ~o-J. r->la..k- 2. Public Works Plan Review Section {\ 3. Building Section . N\NG DATE: --'1-+"L\.fr::Q~':""';""'-L_~-=--+1_2_00-,--_l\ ____ _ 4. Development Planning Section N\ENT W~N OE\jE5~ or f\E SErr 1 CO 1~~l1,. ~~C~\\J~Q Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls DEVELOPMENT SERVICES DIVISION ~ WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section PROJECT NAME: S;.Y'f'\~ Cf\Sl.A~ ~ (?QJ... DATE: Cd \A0:L ~. ~<..f .. f ,'. ~>". . tr .', ,..~, Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls DEVELOPMENT PLAN/QING CITY OF RENTON . SEP 282004 RECEIVED S A,..;,o /(,</ c~ 1.. / ~ <y 030'> /~ 3A!a Av~ .cr. e. fJ.o, /.3ox If.::<y (PI",.") S,<-mA//E/(", tJ/1 9tf390 LFlOS-04 RlOS-04 GENERAL POWER OF ATTORNEY (With Durable Provision) NOTICE: THIS IS AN IMPORTANT DOCUMENT~ ;BEFORE SIGNING THIS DOCU- MENT, YOU SHOULD KNOW THESE IMPORTANT FACTS. THE PURPOSE OF THIS POWER OF ATTORNEY IS TO GIVE THE PERSON WHOM YOU DESIGNATE (yOUR "AGENT"') BROAD POWERS TO HANDLE YOUR PROPERTY, WHICH MAY INCLUDE POWERS TO PLEDGE, SELL OR OTHERWISE DISPOSE OF ANY REAL OR PERSONAL PROPERTY WITHOUT ADVANCE NOTICE TO YOU OR APPROVAL BY YOu. YOU MAY SPECIFY THAT THESE PO\VERS WILL EXIST EVEN AFTER YOU BECOME DISABLED, INCAPACITATED OR INCOMPETENT. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL OR OTHER HEALTH CARE DECISIONS FOR YOU. IF THERE IS ANYTIDNG ABOUT THIS FORM THAT YOU DO NOT UNDERSTAND, YOU SHOULD ASK A LAWYER TO EXPLAIN IT TO YOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF YOU LATER WISH TO DO SO. TO ALL PERSONS, be it known that I, {/ I 0 LEo .,-~. . II ON c"," , of 371s" No,!!· 19'""-..£, £tEM~(}P/ WA9J'O~ , the undersigned Grantor, do hereby make and grant a general PQwer of attorney to SIll N ~ '" ~ ~I J.. J. Y ; .::rO~NAJ CA.nY~r".,,"~. ~~(}8 ;dA~ ~~. /1/. 1(fJ!'~~. W~ ~.p .. .r.,.. of ,,306 /93 ~o AVI:. e r. C. Su,.tfJ-E;<:, WII 9tf390 ' and do thereupon constitute and appoint said individual as myattomey-in-factlagent. My attomey-in-factlagent shall act in my name, place and stead in any way which I myself could do, if I were personally present, with respect to the following matters, to the extent that I am permitted by law to act through an agent: (NOfICE: The grantor must write his or her initials in the corresponding blank space of a box below with respect .'. to each of the subdivisions (A) through (0) below for which the Grantor wants to give the agent authority. If the blank space within a box for any particular subdivision is NOT initialed, NO AUrnORITY WILL BE GRANfED for matters that are included in that subdivision. Cross out each power withheld.) [V~H] [V~H ] [ LlAH] [ VI<.H ] [ ] [\I~H] [VItH] (A) Real estate transactions (B) Tangible personal property transactions (C) Bond, share and commodity transactions (D) Banking transactions (E) 8tlSiRe88 ElI'emting tMftSB~tigll5 (F) Insurance transactions (G) Gifts to charities and individuals other than Attomey-in-FactlAgent (If trust distributions are involved or tax consequences ~ anticipated, consult an attorney.) 01992.2001 Made E-Z Products, Inc. Page I Rev. 10/01 This product does not constitute the rendering oflegal advice: or services. This product is intended for inlonnational use only and is not a substitute for legal advice. State laws val)', so consult an attorney on ulllegal mailers. 'This product was not necessarily prepared by a person licensed to practice law in your stale. [ V~H] [VltH] [ ] [V~H] [VitH] [V~H ] [ ] [V~ H] [VItH] (H) Claims and litigation (I) Personal relationships and affairs (J) ~8ft8fit6 fi:em military 88Aq~ (K) Records, reports and statements (L) Full and unqualified authority to my attorney-in-factlagent to delegate any or all of the foregoing powers to any person or persons whom my attorney-in-factlagent shall select (M) Access to safe deposit box(es) (N) To authorize medical and surgical procedures (Pennsylvania only) (0) All other matters Durable Provision: (P) If the blank space in the block to the left is initialed by the Grantor, this power of attorney shall not be affected by the subsequent disability or incompetence of the Grantor. Other Terms: · My attomey-in-factlagent hereby accepts this appointment subject to its tenns and agrees to act and perfonn in said fiduciary capacity consistent with my best interests as he/she in hislher best discretion deems advisable, and I affinn and ratify all acts so undertaken. TO INDUCE ANY THIRD PARTY TO ACT HEREUNDER, I HEREBY AGREE THAT ANY THIRD PARTY RECEIVING A DULY EXECUTED COpy OR FA~SIMILE OF THIS INSTRUMENT MAY ACT HEREUNDER, AND THAT REVOCATION OR TERMINATION HEREOF. SHALL BE INEFFECTIVE AS TO SUCH THIRD PARTY UNLESS AND UNTIL ACTUAL NOTICE OR KNOWLEDGE PF SUCH REVOCATION OR TERMINATION SHALL HAVE BEEN RECEIVED BY SUCH THIRD PARTY, AND I FOR MYSELF AND FOR MY HEIRS, EXECUTORS, LEGAL REPRESENTATIVES AND ASSIGNS, HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS ANY SUCH THIRD PARTY FROM AND AGAINST ANY AND ALL CLAIMS THAT MAY ARISE AGAINST SUCH THIRD PARTY BY REASON OF SUCH THIRD PARTY HAVING RELIED ,9N.'fHE .••••• , PROVISIONS OF THIS INSTRUMENT. . ." ..••••• ~ ... ~.!~ .:.#","- ..•• .I".~" ~ t\ Signed under seal this ,"7 day of 0-f t' ; I , 20 O.:l. l· S\ij \ : ~ ......... \. Signed in the presence of: : ., ~ ~ Witness '. ~.~ .. Witness State of ~.'5j, ,'Wj -I-o .. ,v } County of k,' ,v...5 . On a pf" ., 17, ~ before me, R, Page 2 SUNSElCRESI PREUMlNARY SHORI PLAI PROJECT NARRATIVE The proposed Sunset Crest Short Plat is an-application for an 8 lot single family residential short subdivision slfuafed on an existing lofs large residential lot withQnareoofl~85ocres.lHs located on the south side of NE 19th S1., between Queen Ave. NE and Redmond Ave. NE (if extended). ThiS-Pfotecfwlffrequife prefiminofy·shoripfOfoppfovofond:oSEPA determination·by.theCityofRenton.The site iszonedR-8~residential. All of the proposedIots win'be sfngle family defochedresidences. the surrounding properties are a!-so simitar~y zoned R-S. The ~te is currenUy has and existihg residence and 3 accessory storage buDdings. An offhe exiStingstructureslSheds will be removed. -The-exiSting, house-has o' driveway that is connected to NE 19th Sf. The southern half of the site has steep slopes that slope down to the southeast fo the Honey Cteek drainage corridor. There is an un-named stream within the site, near the southeast property corner thot flows into Honey Creek Just south offhe property. Honey Creek is located opproximotely100 ft southoHhe property~-Thestreomond the steep , slopes will constitute a sensitive area. Both of these features will be pfOced:ifl,Q,sensifiV&Ofeo-Trocfthofwifbe,owned,6y,tfle.ffOmeownefs- Assoc. The steepest slope is approx. 50% near the edge of the stream at the southeasf'propeity comer. The Sloped area olthe site willnofbe developed. The soils on the site are a fine sand with some gravel. The northern haffrupper areaf offhe site displays a typicaJ residenfial londscapingwlthfewtrees, tall grass, many shrubs. Thelandscoping-has not been welf maintained. The southe'm half of the site, on the steep sfOpe§, is,tmdiSfurbed~fOfes[ The-exiSftng,dfoiOoge-sheef flews· across the- property to the southeast. It flows down the steep slopes and into the un- named sfream. The proposed drainage system wilt use a surface-placed "driscopipe" to carry the runoff down the slopes and into the stream. The proposed use of the property as an 8 lot residential short subdivision wID be consistent with the surrounding developments. An of the surrounding-properties oredeveloped~ except for the streomcorridor to the south and the high-tension power line easement to the west. The proposed'.Iofs wiIIronge in size from fhe mifliinumof4500Sf 10 0-maximum of 6640 SF. The density of the plat is 5.44 units per acre in the R-8 zone. Access fo the new lofs witl be from a new infernat pubtic street that runs north/south and is connected to NE 19th St. This street will be a dead-end public street that terminafes with a turnaround bulb. The new street is proposed to be 28' wide residentiat hatf-street with 035' right-of-way. The DEVELOPMENT PLANNING CITY OF RENTON SEP 282004 RECEIVED reduced ROW wU~ be wide enough to accommodate the street and sidewotk on the plot side. The r:educed ROW width is needed to keep the net plat area-at 0-maximum andfodUowa reasonable minimum density. -NE 19th St. will be improved with additional rood paving, curb, gutter and sidewalk along-the-frontage-. A new wafer main and: sewer main will be- instaUedinthe new street. The water main will endatthe-cul-de-sacbulb. The finished tots are esffmated to be worth approx. $lOO',ooo for a total value of opprox. $800,000 doUors. The votue of the lots with preUmlnory approval only is estimated to be $400,000 donors. The site will require minimal grading for the proposed rood. The building pads for the lafs will-oaf require cny-significant grcding-. The main grooing- activity will be-associated with the excavation for the detennon pond. The estfmated amount" of grading is 6SO cy~ 1t" is antfcipat"ed that" the site witt have 0 botanced cot/fitt. The on.;site matertatfrom the pond witt be used for the rood grading, if suitable, and for rear yard leveling. There are numerous-frees on fhe site. mosf of which-are on the steep-slope area. These trees wilJ not be djsturbed~ There are several trees in the upper~ norihem portion of the site that will be removed for the street and house construction. Some -of the trees along future property rear yards will be saved. tand that win be dedicated to the CIty include the internal public road and the drainage pondtroct. The tots witt be sotd by the devetoper to one or several builders or investors. The future builder will likely use a modefhomes and temporary job fraifer. ~ • / .1 -.......... . ENVJRONMENTAL CHECKLIST Purpose of Checklist: The State EnVironmental PoUcy Act (SEP A}. chapter 43.21C RCW. requires aIL gtmm1menttlfag\9l1cresh1cdr~ff1e~tofirnpa'd~'Oftt~oerora .. making decisions. An environmenfatimpacf sf9temenf (EIS) must be prepared. for all :fjr~mts'w(lh~'srgrMit/affftidvers&'iftip'de~<tm:'~'q'oo«rYQf:rtW~(fV'irot~; The purpose of this checklist is to provide information to help you and the agency identify ~t:f'·~'~~;~;~'f~""0r·~'~ti;~<~i~6Y;·«a·<:dn 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 information about your ~·.~d~~.5hb~~o~mm&~~ environmental impacts of your proposal are significant, requiring preparation of an. EIS. "'~"'~~~'",~~",,~p~~:x..~:~.gi.v&,>~~. descrfpfion you Gan. ¥wm\.~.r~~~~~onQCQJ~iQ.~~tQf¥Q\.If!i;~ rn mosf cases, you shoufd be abre fo answer fhe questions from your own observations or pt~~~>~~~~~~.s...·!t~~~dfs~t>~~.~;·et;.Ot>~· a ql.lestl()n does not apply to your proposar. write "do not know" or .. does not appry". J::!l~i~.~tG .. me~~~OO'wffiOY.:~~~~~.tQ.~~. Some questionsask about govemmentatregutcitions. such as zoning, shoretine, and ~j~~~>tp:lt;~~::~~~~~~5W~if~!¢fID:~ lfyPr!>tl(~~>J!g~J~.~. govemrnentaf agencies can assist you." . .' ~~ij$t.~e~.QPPlytoQltp~S;Qf~~,.eve,n if.~ouplan to 00 tnero' over a period of time or on different parcels of land. Attach any additional information t~fwtlf~.~.Pf~Ofiti-.~~~.the~,!.f(}'c~ .• ~ submit this checklist may ask you to explain your answers or provide additional information reasonabtvretatedtodeterminingif there'<EnOV. be s!gnificant adverse impact.' ..' Use of checklist for non-project proposals: Complete this checklist for non-project proposals. even though questions may be onswerect "does not appIy"; tN AOOfflON,compte;t.e. the StwPlEMENTAl SHEET: r:OR: NONPROJECT ACTIONS (part D). For non~project actions, the references· in the checldist to the words "project", "applicant", and Tlpropertyor site" should be read as Tlproposer, "proposer', and "'offecfed geographic " ~I-area. respec ..... """'y. SEP 282004 RECEIVED A. BACKGROUND L Name of propoaed. pro!ect ... 1f applicable: S011s'i9f~~St1Orf·f'tOf' . 2. Name of AppUcant: J & M Land Development.lnc. , , .Man::RoosSO· 3.. Address. and flhone-number of aPI?Ucant and contact person: Applicant: ·J&Mt~~;'1nc. Marc Rousso F'::O~ a&.<-2WO- Renonl, WA. 98056 {2&6r ~8899-" Contact: . ~Jaeger~~;E. Jaeger Engineering ·Y'4-f'~3~2&4·~ Kent. WA. 98031 .f2'53f~ 4. Date. checklist ~epared: September l7 ~ 2004 5. Agency requesting checkUst: City of Renton -Development Services 6. Proposed timing or schedule (Including phasing.. If appll~able}: ~~~,~.~;Or<M~-~~~~~' all required approvals and development permits. Prolect will continue ~'~f·~brein~i~~~~d-2&&-&~· NO' phasing is proposed. 2 ' 7. Do.you have any plans forMure additions, expansion, or further acffvlty related ».~"'ded:wJiUh.'~-"Yes.·~ No 8. Usf any environmental Information. you know about that has been prepared, or wtftbeptvpurvd,.dhW\..'1tytvtaNd._ ptoposai; Gotechnical report,. tree survey and inventory, storm drainage analysis ond'feport Oi'hef~as-moybe·requir6d-by·ft1e'·CffydtJring the review process. 9. Do you know whether applications are pending for govemmental approvals of ~~~~.at.~~.by.JOW~?c .,..,.xpfGIrt; No. 10. Ust any govemment approvals or permits that will be needed for your proposal. If known. . AsffEfconSfrtJdi'fOl1'pemiifWiit'be-reqwed-·l'rbrti'meenytt.rcortSfrticfff1e' roads, drainage, wdter, sewer and utilities. Applications and approvals wfltbe'~fortrteSonftofY~O'nd~~m,mlt1e'Cftyof' Renton. Demolition permits will be required for the removal of all existing ~ .t.:..".~ . _~ :.1&' '.~~~ .. -'-"""-........\-_,~ • I "';u",""l1'~"; 1"\ "'U"'-"" ,~'perl111ryt1H'oe'~~'lvr-eacn-~I1~lur~11IUr~'oe' constructed on this project. 11. 11. Give brief, complete description of your proposal, 'ncludlng the proposed uses 006tt. •• &f,th&c~tm635t&.· lher ••• ~qtleafiena-Jater-_"'eh&ckJlat.DlaJ. ask you to describe certain aspects of your proposal. You do not need to repeat those cmswers cmthfS.poge. The proposed project is an a lot residential short subdivision: The site is 3.85 ocres-andiszoned'R'.:8: 1hereis lexisi'ingl'otwtttrahouse, dtiVewayand several detached accessory sheds. The driveway accesses from NE 19th Sf; Jhe southem haff'of the site is predomlnonfty Steep sfopesdowrrto Honey, Creek~ The site is generaJJy lawn,. shrubs &JaJl grass with sporadic groups'ot tre-es"iff tne 1'lOI'ttferrrnott-<Jt'fd·recond-gr-owiff rorest<Jtong HTe- southern half steep slopes. The project will produce 8 lots, with a typical sireof' 46OO-Sf. . Alt otH1ebts wi!t·bedekJd1ed,' singIe'fomity; Access,to'the new plat will be provided by one new internal public road connected to NE}~St,ai"lthvif}runt·~~a~btJt&. ~~~. will include water, sewer, drainage and dry utilities that will need to be com1ructedi·OOtaHwithCOAneCOOmW.~,mains ntl1e~ road. All of the existing structures will be removed. 12. location of the proposal. Give sufficient Information for a penon to understand tbe-predSe-JOcofiOn, of your proposeclp,oj&d; InclUc;lJAecukeetockkess. ifony,ond section, township, and range, If known. If a proposal would occur over a range of area, P«Wide.tl\elangaOlbollndarlelottbe.slte(st e-tQvk:I~ultegaldescdptJon,s1teplan..c vicinity map, and topographic map, If reasonably available. While you should submit anyplam required: by the: agenc:y~ you are notrequlred:tQ dupkate. maps. or detailed. plans submitted with any permit applications related to this checklist. location: The property is located on the south side of NE 19th St., between Queen Ave. NE and Redmond Ave. NE (if extended}. The site has an address of 3715 NE 19th Sf. The site is Situated in Section 4, Township 23N, RanQe5E ihtheCity of Rentbn, King County. Legal Description: The legal description is. shown on the preUminary plat plan and on the t'anth15e'oppficotfon' fomt a.ENVlRONMENTAL ElEMENTS 1. Earth a. General description of the site. (under line one): Flat, roiling, bllb:, steep slopes mountainous, other. b. What Is the steepest stope on the site (~oxlmate percent slope)? 3 · , 4- 1he-steep~~e-orrtmHitec1S:approXimotelY-5CmI--wltnin-the:steep:stopEf: --- area near the southeast corner of the property. - c. What general types of soils are found on the sHe (for example. clay. sand. gravel. j)eOt~ ~ .yotTknow,thedastlfk:atforn'hlgttetMtlral~ -spee1fy-1hem-andcnote- any prime farmland. A geotechnical soils investigation and history of surrounding land indicates -that,f-Ae:sei!s-cQfe-Q-'M&. ~!eam,tvPe. thes-e--€Jfe-~~--QS> Alderwood soils by USDA. d. Are there surface indications or history of unstable soDs rn the rmmedlate vfcfnify1 Ihc.\_descdbe," None. e._ Describe the purpose. type, and approximate quantities of any fiWng. or grac:llng lJIUPON¢ tndk:ate-soun::e-otfilt. Thenorthem hatfofthesite is fairly leveL This is the portion ofthe site that witt-be devetoped.The construction of the intemat'pubtIc roacfandcu,," de-sac bulb will require an average of 1 fL of fiU materiaL The volume of this-fift'ls'approximatety"350<:'t: This-fiftcan-be-provfdectbY'ttie-excavatfon' -from the drainage pond. if the materia/' is acceptable. The drainage detentiOrfpOndWiJheqtlirera-CtJt-ot~-65&CY: The-excess-of the cut will be placed on the rear yards of the southern most lots, approx. }eft; ittick';fhe-<CtJt-~fittwitH%JtorlC:e-ort-tniS'sire; The--rokJrcutlfitt'Wittbe' approx. 650 CY of each. Any structural fill that may be requiredwill be feeeived-.fram-04oeat'SOtJt'Ce-of.~materiot lhissotJr'ce-isnot- -yet known. f. Could -erosion occur as a resuH of clearing, consfrucfion, or use? If so, generally ~ Yes.. during. rainy construction periods. The disturbed soils. coutd be picked up by runoff watet at Yd'caniectdown-gradtent: Tttis-woutdoccurbefOre the-site-is-stobifized'and covered. g. About what percent of the sHe will be covered with Impervious surfaces after projeet-eomtl\k:tkm{for exampte-; GSphaItorbulldtngt)?< The impervious surfaces for -the proposed project wUlinclude the new roads and'sidewatks, as weftOS' the newflvingunitstructures, driveways, decks. walkways_ and other residential elements._ The approx.. percentage otoreo"otimpervious'surfoce-'witt'be-251li. h.Proposed-measuresto reduce or controleroslon, or other lmpactsto the earth, H any. Proposed measure to. reduce or control erosio.n, or other impacts. to the eorthindt1de-tempororyanctpermonenteroston onctsedimentcontrot' 5 medsores~" Temp6r:dry~fOi'fdrldsedfmenh~(:mfrdtmeclSUreHncttJdErthe° installation of silt fence, sedimentation traps or ponds, interceptor ditches, seeding'ormutct'lfr1g'ot~xPOsed'·stH'fOCes:·thotore··expec~d'ro·~.' open for long periods of time,. the application of water to exposed StHfaeesduritlg"dryseosons' furdtlstc<mirol'; Addffionai"lTleastReS"witt" include a quarry spall construction entrance/exit pad and filter traps imide'of>~·Md-newcotch·bosim-; 2. AIr a. What types of emissions toth.e air would resul from the proposal (le. dust. automobIte, odors~ tndushtutWOCKtsn'fOkwtdflrintfcomtlvclkM anctwffen'tmtprojectis: .... completed? If any, generally describe and give approximate quantities If known. Dust (suspended particulates) and construction exhaust emissions to the aiFwiffOCCt!JfdtJrif'lg· th&·~,comtmcOOn,~;· ~, emissions will result from the completed project from the resident traffic. b. Are there any olf-sfte sources of emissions or odor that may affect your proposal? ·tho. gener.desc .... In general there are no off-site sources. of emissions. or odor that may affecttne proposed"devetopment: There wittbe'petiocficautOt nobile- exhaust from the adjacent public rood- c. Proposed measures to reduce or control emissions or other Impacts to air. If any: Contractors will be required to implement standard practices for dust supptesstot~'stJCt'fmtheappttcaflonofwotef to'e~SUl'faces;dtJring· construction. 3. Wafer a. Surface: I} Is there any surface water body on or In the Immediate vfclnHy of the sfte (JDduding. yecx .. rounct.cmd. seasonal skeam,* taltwater.. ~PQnds.,. wetl.an$}1. Uyel.< describe type and provide names. ft appropriate, state what stream or river It flows Into. Yes. Honey Creek is located approx. 100 ft. south of the site. There Is an un·named. fribufarx sJream wifhin ff:le site. near fhe s'oufh.eost property corner that flows into Honey Creek. Honey Creek flows into May Creek and then take Washington. 2) Wmthe. project require any work over, n or adjacent to (within 200 feet) the descl1be'<twateft?' ftyes', pfecBedesCftHamtGttoc1nwaltabfe ptant-: N.o. 3) Estimate the amount oUiD and dredgematerlalthat would be placed In or removectflom sulfucv,waterorweflandnmdt"dtcate the'arecrottfte-.thatwoutc:t be- affected. Indicate the source of fill material. None. , -4}' WfltttteplVPOSat~SUlfacewaterwlthdrGWals-ordivensiortS?'Giye ger1erat •. description. purpose, and approximate quantHles If known. No surface water withdrawals or diversions are proposed. I 5) Does the proposal lie within a lOO-year floodplain? If so, note location on the sHe pleA.: the developed portion of the site is. not located within Q lOO-year flood pJain_ 'lDoes the.proposallnvolve any discharges of waste materials to· surface waters? If _; descftbe··the'twe''Otwaste-onctonltctpatectYOlumeofdischaige. the proposal does not involve any dischOrges-of waste materials-to stnftice water5. b.Ground: l} WUl ground water be withdrawn.. or wiD water be discharged to ground water? GM!J,generatdeserlptlon, purpose, anctapproldmate quantlltesltknown . . No groundwater will be withdrawn and no water will be discharged to groundWateras-partot·this-project. 2} Describe. wasta material that wUl be. discharged Into the-ground from septic tanks- or-01tters~;. ony'(for.xampte:DomeStk:·.ewa-ge~industrtat; chemkats, agdculturat etc.}. Describe .the general size olthe system, .the .number of such.systems, hnvlf1berothovsesfo'twser~tlfappttcabiet~ or-thEtnumberotoif'malsorIMi1OitS· the system(s} are expected to serve. No discharge. All of the new houses will be connected to the public sewer system that is witflin.-NE--l9Jb.st:. victhe-newsewer-s-ysrem.k>becomtructed,on·tne-sitel - c. water Run-off(lncludIng. storm water~ 1) .Qescdbethesourceohun-off(lnclucUng. storm water} and method of collectlon onctdlsposat, "GnY{1netvde·qucmtlttes~··tt1mown-t. WheIe·Wlltttd$'wal'erftoW't Wtltttd$' water flow into other waters? If so~ describe. Storm water run-off from all impervious surfaces will be collected in road gut-teB:; cotcn·Joosins; roof Qroins; etc~ oOO'directedlI'lto-opiping sys.tem, The pipes will direct the water to a detention pond and combination wet~ Tn&€tis€Aafg&ffE>m,th&eeter»ioft,pefld,wJI,be-f)iped~~ C2f)c above ground "driscopipe" to the un-named tributary stream. 2) Could waste materials enter ground or surface waters? If so, generaRy describe. Waste materials could enter the ground water if they are introduced into the. ~ste.mondQ[e oolremovedby water ~ facilities.. d.. Proposed measures. to reduce or control sl.dace, grouncl. and run-off water itrtpOcts, 'ony:- 7 BeStMohagemeht;:PftjctiCeS·propnsetrfOf'~tontsedimeritOffotfCOt1trOt"· during construction. Facilities for drainage control including a detention ponctwttt·bettsed;· facifmes'forwater~:enhancen1entsuch'asa wetpond, catch basin sumps, and oil/water separators will be used. 4. Plants a. Check or circle types of vegetation found on site: deciduous tree: alder. maple. birch, cottonwood &¥e1greEID.Y&w. If.. CedaJ+ .pine. etMJ -omamentaI-. shrubs 9m§! pasture crQP,orgrain.·. wet soit plants: cattail, buttercup, bulrush, skunk cabbage, other wQie( plants.:. .. water fity,., eelgrClSS.cmUfcikotQeT b. ·WhaUdnd and amount of vegetation wID be removed or altered? The site is. currently a single large. residentjallot.. There are numerous. shrubs.. mony··tiees-. brush· o-nd'gross. Most'otthe-nees~itocatedotong the' steep slopes in the south portion of the property. All of the existing pasture grms, brtIstl'undshrubberywflt'-be-removed; Mostofffle,tewffeesm'tRe' developed north em portion of the site will be removed. All of the trees GAd~irt·th&steep-stope'oreo-wftt·be-soved; c.Ust·tbreotenedor endangered species known to be on or near the-site N.one are known. d. Proposed landscaping.. use of native plants. or other measures to preserve or enhancevegetattol'um'tite'tIte, Itany.- All of the existing vegetation within the steep slope. area will be SQved Some oftheexisfing trees in the opper, northern area wittbe soved:1he trees located aJongthe rear setbacks of most oUhe· proposed houses will be-saved; A tre'e-inVenfory·pfannas-been'providect.Much·ofth& completed landscaping. will be newresidentjal type Landscaping. consistfng':ottawn; shrobs--onci'omamentot trees; -5.AnimaIs a. Ckcle any birds and animals wblch have been observed on or nearthe site or are known 10 be-on or nearttte sItr. X Birds: haWk, heron, eagle, songbirds, other: X Mammats:· deer; bear; elk; beaver; other. 1QUfrret Fish: bass.. salmon. trout. herring, shellfish. other~ Eastern gray squirrel and songbirds are.typical of western Washington forests and-residentiat'neighborhoods. · a b. tistanytttl'eatened«enctangetedtjJeCtes tnownto be-on ornea..the stte. No threatened or endangered species are· known to be on or near the.si.teL c. Is the site . part of a migration route? If so, explain •. The Puget Sound area is part of the Pacific Flyway. Birds that inhabit the oreovaryseosonotlydu&kH-rngoOOm. HOw&vef; th&OI'eO'i!not· pmt-of-a- larger. permanently preserved migratory bird habitat. d. Proposed measures fo preserve or enhance wlldlffe, If any: None. 6. £nergy and Naturar Resources What kIndS of·energy. {eleclrtc .. Aatul:aI·gas .. oil .. wood-stover solar}wiU·be·used to-metri the complefed proleds energy needs? Describe whether It will be used for heating, manufGdudng.. ete... The energy needs for the project site will be met through services offered by-Puget Sounct£nergy:' PSEwiIt'be servicing-the project site with ncrturat gas and electricity. These services will. be used for heating. appUances ondgenefothoosehokttlSe5; ~ Would yow project affect the. potential use ofsolor energy by adjacent ~'S? Iso:~dflCttbe-. No.. The site and its. surrounding.-properties slope to the south and will. remain exposed to the prime sotarpotenfiOt c. What kinds. of energy conseNation features are-Inclt.ded in the..pJans. of this. proposal? t.tst other proposed measures to reduce or comot energy impacts, if any:- The contractors.wiUcompLy with applicable City of· Renton and other energy-conservation requirements. such -as-the fOC; , -7. environmental Health a. ,Are there any envkonmentaLheaHh.hozards#.lnclucllng exposu[etotoxlc cltemfeals,nskdftntanctexptoston, split, or-hazardouswaste-; thateoutdoc:curos'O' result of this proposal? If so, describe. There are no known environmental heath hazards that would be of poternidconcern~construcoonof the proposed project-. Ina-high- tension power lines and Olympic gas pipeline run along the southwest ~·liAe. btJt.··fleW Jot.s.wilJ.be-~ 1OOf.1.. QWQlf. l} . Describe spectal emergency services that might be requlrecl It is. not antjcipated that there will be any additional demand for special emergency'services to' serve' the site· os a resottof the' proposed project. Typical emergency services such as fire, police. medical may be required <lS~ typicat for <my residential'devetopment. ·2} Proposed measures to. reduce or control environmental he.alth hazards, If any~ , ' , 'SiriCe-'lttetEfore:nt>' ktibWn'~vironmentdthedtth; nom'dS'ossdCkltt:k:twHtf " the project, no measures eire proposed. b. Noise 9 1) What types of noise exist In the area which may affect your project (for example: traffic, equlpment. opeJ'aHott. othef}1: The current noise in the vicinity and on the project site is typical. of a residential setftng~ S"ocKground'noise inclUdes traffic noise from the roadWays in the vicinity· of the project site, outdoor equipment such as lawn mowers, and the delivery of mantJfocttKedgoodsbeingtoadedondunfoadedfrOm htJeks'<>ntne' projecls#e'. 2) What types and levels of noise would be, created by Of associated with the. project on·G"jhOit.;term·orotong·;;tem1'bc:lSts'(fort!x~:tro1ftc~ constntcttcm: ~atIOIf~ o1her)? Indicate whmhours .noise would come from the site. ' The operation of construction vehicles on-site during clearin~gradin~ sitework emd,the'consfruc#onof'the'proposedhooseswittCOU5e'oshort--1el'ffl'increase'il'l daytime noise levels in the,projed vicinity. Construction would take place during normot-hotfltor construction as perm;ttedbyth&atyordinances; lh&teveIs of noise on a long-term basis will be affected by the adiacent and new roads, but this isoot,OOy coosedbytreproject~ , .3) -Proposedmeosures ·toreduceor controt.nolselmpocta,.·1f any:. Contractors. will be required to confine on".site construction actjyjties to doytime'notIl'Si tn'QCcordance wtttrCtty'ordinances. -8. land and Shoreline-Use a. What fa the c.urrent use of the site and adJacent properti.es? The existing site is single family residential. The properties to the east and west'<Jresimitar'k:Jrgeparcet~sites. Iheproperly to-fheeast1s currently under application for a similar short plat. The property to the west is enctmlberedby the power Jineeosement. Tfte stream-corridor is to the south. The NE 19th Sf. is to the north. b. Has the site been used for agriculture? If so. describe. No. c. Describe any structures on the slfe. There is 1 existing house and 3 accessory shed buildings on the site. d. WIH any structures be demollshed11f so. what? All of the existing structures will be demolished. e. What Is the current zoning classification of the site? 1.0 f. Whatls the,currentcomprehenstve plan cteslgnatlon ·of· the site? S'tngte famity-Resfdantiat Urban, medlt:lmdensfty: 9-If appUcabJe. what. ls.the. current-sborellne.·master. program. designation. of tbeslta? The site is not within a Shoreline·Environment. Has any part of the site been classJfled as an "environmentally senstHve" area? If so~ spedfy; Yes~ The steep slope area and the un~named stream wilt require a sensitive area tract. L Approximately how m.any people wouldtesJde or workJn.the completed project? Based on an estimated average of 3.5 people per unit there will be approx. 28 peopte-residingirt·the-compteted<tev-etopmeRt. J.-Approximately bow many people would the. compIete.d project displace? .Approx..·2people.wilt be displaced k. Ptoposedmeasures to avoid oueduee dlspLacemenUmpacts .. lf. any:. The. property is occupied by the property owner. The owner is part of this application ondhos·sigAed-the·~forms~ l Proposed measures. to. ensure the proposal Is. compatlbIe with existing. and PfO}ecti!Cf tand fiSttS andptans, if any. The.proposal wilL be consistent with the proposed zoning and Comprehensive tandtJse f>tan Designations-for the property: The adfOcent .subdivisions. to the north. east and south are of similar uses... 9. Housing a. Approximately how many unHs would be provided, if any? Indicate whether high, middle-or low-Income-housing. ·Snew.housingunltswUlbe·provided. ·It·is anticipatedthat·these units wilL be fn the middte--income price range. ~ Approximately how many ~ If any, would be ellmlnated?lndlcate whether hfgh, middle or tow-tncome housing. 1 middle income house willbeeUminoted. c~ Proposed measures. to reduce or control houslng.lmpacts~ If any. None. 11 l&~ Aesthetta What ls-thetaUestheight of-any-proposed structure(s), not Including antennas: what Is the prtndpalexteriorbtlftdlng-materIaI(s-} proposed?' The-tal1est height of the typical proposed house-structures. is. es.timated to be 32 feet. The principat-exterior building-materials for the structures wiH . be wood siding and comp shingle roofs_ b. What views In the Immediate vicinity ~ould be altered or obstructed? No views in the immediate vicinity would be altered or obstructed. c. Proposed measures to reduce or control aesthetic Impacts, If any: No such measures will be needed since no such impacts are expected. fl. Ughf and Grare a. What type of Oght or glare wID the proposal produce? What time of day would If mainly oc.cur'l The-proposed project will install street lighting as. required by the City for -residentiatdevelopments. 1t is tikeIy-the tight and gtare wilt-sfigh11y-increase during the night as the result of the proposed proJect~ b.Could light or glare from the finished project be a safety hazard or Interfere with views? None that weare aware of. , CL What e.xIstJng. off·slte .Owc.u of Ugbt or glare may affed yow propos.al? Existing off-site sources of light and glare in theprojecf vicinity would be from-street-lights ondmofor veRides oper<riiAgonodjocefflfoadways. These sources or light and glare are not considered to Significantly affect the-proposed-project. cl -Proposedmeasureatoreduce or-controUlght or glare Impads..1f -any: No m.easures are proposed to reduce or control light or glare impacts.. 12. Recreation a. What designated and Informal recreational opportunities are In the Immediate v1clnlty? Sierra Heights Park is located 2 blocks to the north, at NE 21s1 Sf. Honey Creek-Open Space is focated2 blocks to the west b-Would the proposed project displace any existing recreational uses? If so, describe. 12. No -c. -Proposed measures. to reduce or eontrollmpaets on recreation, including recreatton oppoJtunltfes to be providectby-the project--orappllcant, ff'any.- A parks mitigation fee will be paid to the-City if requlrecl 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 describe. There ore no known places. or objects Ustedfor, notionai, s.tote or local preservafion registers-within or-near-ttte project . b.. Generally ctescribe any landmarks. or evldenee. of hlstorie.-archaeological. sctenftfic, or cultural Importance known to be on or next to the site. There ore no . Known landmarks-or evidence ·ofhiS-toric;-orchaeologica!:. sdenfffic;orcutfuraHmportance -located-on ornear-ttte site. -d.-Proposed measures. to reduce or controllmpac.ls.-If any:. None proposed. 14. Transportation a. Identify _public streets and highways serving the sHe, and describe proposed accessto-the-existingsfreet-system. Show on-site-J)lcJM, • any.. The proposed project will gain acces.s from the existing public City street. NE 19th-St. isatongthe north property-tine. A new-north/south street wilt-be . constructed asapublic[oadand wUlbeadead·endroad and terminate with -a turnaround-bulb. b.. Is. site cunently served by public transit? If not.-whalls. the approximate distance to the nearest transit stop? Thereispubllctransitalong NE-SunsetBtvd. Approx.. ~mi1etothe s-outh·of the plat. Co. Kow manyparldng. spaces would_-the completed proJect have? Kow.many would the project eliminate? The. completed project will likely. provide 24parldng s.paces based on four pOrking spaces per unit. There is area for opprox. 6 par1dng spaces on the existing site. . d. Will the ,prC),posal require any new roads or streets, or Improvements to existing roads or streets, not lncludlng driveways? If so, generally describe {lndlcGfe whether public or private}. 13 The frontage olong NE 19th st. will be -improved with pavement widening, curb, gutter and sidewalk. The new internal north/south street will be constructed as a. public road . with curb gutter and sidewatk, per City standards. e.-WUL the project usa (ot occur in the immediate viclnlty of} water,. ra1lr or air . transportation? If so. generally describe. No. ·LHowmanyvehlculadrlps.·per·da.y would bagenerotedby thecompJeted project? If known. fndIcate when peak volumes would occur. Lt is-generally considered thot one residential unit will generate lO vehicle trips per day. With this ratio. the estimated new vehicular trips will be 80 per . day. There will. beopprox.lpeakAM and.PM.trip per day per unit. g. Proposed measures to reduce or control transportation Impacts. If any: Traffic mitigation fees will be paid as required by the City. 15. Public Services a. Would the project resuft fn an Increased need for publIc servIces (for example: fire protection. .poRee protection. health care .. schools. other)? If so .. generaAy describe. The project will result in a potential increosedneed for fire protection- medical and poHce protection services. It will also increase the demand on the school, system.. The need for these services aretypicaUor Q residential development. b.. Proposed measures. to red' JCe or control cUred impacts-on public. servtces..1f any. The required .impact fees will. be paid. The finished lots will be added to the tax base to provide tax sUpport for the public services. 16.. Utilities CL Circle .uHlHlescurrenHy .avallable.at the .site:. electricity. naiural gas. water, sewer. fefuse servke. telephone. septic system. other. b.. Descdbethe utilities that are proposed for the project... the utUity providing. the servfce. and the general construction activities on the site or In the Immediate vicinity whlcb.mlgbtbeneedect Proposed utilities for the proiect include the extension of water, sewer, electricity. gas and telephone within the plat. These services are generolly located within the future public right-of-way and the private alley. The services will be provlded by: Sewer: City of Renton. Water: City of Renton. 8ecfricity & Gas: Puget Sound Energy. Telephone; Qwest ' Cabre TV: Comcasf Cable 14 C.SIGNATURE I,. the undersigned,. state that to the best of my knowledge the above Information Is true Gnd-complete. It Is undeBtood that the lead agency may wfthdrow any declaration of non-significance that It might Issue In reliance upon this checknst should there be any ----or wllllullack 01 lui ~0~-7 pool. n Proponent: _ ... r yC ~r2 ~ 'I: ~y, NamePdnleel: :I1\·tnE5 :::r~ '((7P(OrJ... Dat~ Cj 12.0 /0 4- ENT PLANNING DEV~~~F RENTON . SEP 282004 RECEIVED SUNSET-CREST-PREUMINARY SHORl PLAT CONSTRUCTION MITIGATION DECRIPTION The Sunset Crest pre~iminary short p~at is an 8 ~ot residentia~ short subdivision located on the south side of NE 19th Sf. 1f is antiCipated thaf the construction of the short plot win begin'in the spring' of 2005 and continue through the summer of that same year. The construction of the houses, wilffikefy begin. in fhe fCJte faft eany winter ofZOO5. The house construction will likely continue for approx. 6 months, depending upon the tocal' demand for housing. The construction wi" occur from 7:00' AM to 6:00 PM. Monday through Friday and possibly on Saturday. If work is to be outside of these hours, previous approval wnt be received from the City. The proposed houting and construction traffic routes will be along 1-405 to fhe Sunsef. Ave. inferchange. The fraffic will then proceed east on Sunset Ave. and ·turn north on Union·Ave NE. The ·traffic will then proceed north onUrtion Ave. NE for approx. 4 btocks andturn teft {west) on NE 1'9fh St. The traffIC wilt continue for approx. 4 blocks ak>ng NE 19th St. to the site. Construction that occurs durlhg the dry summer period can produce dust. This wiHbecontrc»ted· using water trucks. • tmpactstotrafficwm be regulated by having a traffic control plan approved by the City for work within the existing, NE 19fh st ROW. The fraddng of ani, and mud witrbe reduced byconstructing.aquarry spalL construction access. point as one of the fnffiat construction items of devetopment~ DEVELOPMENT PLANNING CITY OF RENTON . SEP 282004, DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 RECEIV!11 area of property: 1. ,to 1, (.Q 2-z.-square feet 2. Certain areas are excluded from density calculations. These include public roadways, private access easements serving 3 or moredwelling units, and critical areas. * Total excluded area:** 2. I 0 ~ 3t6 '"'2. square feet 3. Subtract line 2 from line 1 for net area: 3. [Q4 2.-4-0 square feet 4. Divide line 3 by 43,560 for net acreage: 4. \.41 acres 5. Number of dwelling units or lots planned: 5. unitsllots ----- 6. Divide line 5 by line 4 for net density: 6. 5, 4+-d.u.lacre 8 , lots or units would result in a net density of 5. 4+ dwelling units per 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 not 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. Q:\ WEB\PW\DEVSER V\Fonns\PJanning\density.doc07/18/03 1 ~~. -:'~ .-.. .. ".::' JA.ER,E,NGINEE'RWG' 9419 S. 204 PLACE '., KENT, WASHINGTON 98,031 , ' ,', 'PHONE (253l850-0934 FAX (2S3f850-0155: . DEV·ELOP.MENT pLANNING,' ,'. . ..)..' " . . ,. . " 'CITY OF RENl;ON- ,',' 'SEP282004 ,'. ," , , RECEIVE.D,, " " :' . , " ..... .... ,-.' . ,'\ . .' , . , , . . ~. ',' , .,-. I , " ,'- " ." '. C" ' ~ .... '" .... ". " .: 1-. "-, .' .. , \ , '.') .: . ...... ; '. . 'PRELIMINARY TECHNICALINFORMA:TIONREPORT,,' . -'" .. . -.' . . -. ..' . . ,. ... " ... -' .. ;,"';" '"~I SUNST~CRESTSHORT:PLAT' , " ""sLOTs"" '371S:NE'19ttt'ST~'" ' ' ,,RENTQ;N,.WA,, ' 'i ',' '. . ~. ..',. ', •• I," . '. . " ?' 'PREP AREDFOR~ _ ;:_ .... '_ •.. _,,~ .' _. I. ,',' : _ " . " J ~,ML~ridDevelOpment,.mc. Marc Rousso ' ' P.O~ 'Box 2506- R~ntQn,-WA,9i<}$()' , (206)948-8,899 PREPARE,J) BY; 'James J. Jaeger,P,E. ,- , , .. .'. , " . , ," " , ': . " . . ~. :. ' " .~. '.' ', . TABlE OF CONTENTS I. OVERVIEW II. CORE DRAINAGE REQWREMENTS III. OFFSITE DRAlNAGE ~V. PREDEVElOPED D·RAINAGE v. DEVELOPED DRAINAGE VL DETENnON VAULT DE~GN VII. CONVEYANCE SYSTEM VIU. EROSJON CONTROl L OVERVIEW The·proposed Sunset Crest ShortPIaHsanapptication foranS·lot single famny residential short subdivision situated on an existing lots large residentiaHot-·with-anareoof 3.85 acres. It is tocated on the south side of NE 19th St., between Queel;} Ave. NE and Redmond Ave. NE (if extended). This project· wID-require prelimiAQfy short· plol Qppf.ovof· and Q-SEPA determination by the City of Renton. the site is zoned R-8.,. residentiaL AlL of the proposedfotswiflbe Singfe family detached residences. The surrounding properties ore also simUarly zonedR-8. The site is currently has and existing residence and 3 accessory storage buildings. AU of the existing structures/sheds witt be removed. The existing house has a driveway that is connected-to NE 19th St. The southern half of the site has steep slopes that slope down to the southeast to the Honey Creek drainage corridor. There is an un-named stream within the site~nearthe southeast property corner that flows into Honey Creek just south of the property. Honey Creek is located approximately 100 ft. south of the property. The stream and the steep slopes witt constitute a sensitive area. Both of these features witt be placed-lo 0-seosmve areo-Trocttha-t wl» be owned by the Homeowners Assoc-The steepest slope is approx..50%. near the edge of the.stream at ihe southeasf property comer. The sfoped area of the site WIlt not be developed. The soi/sonthe site are a fine sondwith some gravel. The northern half (upper area) of the site dlsplays a typical residential landscaping with few trees, talt grass, many shrubs. The tandscaping has not been well maintained. The southern half of the site, on the steep slopes, is undisturbed forest. The exi-stmg· drainage sheet flows across the property to the-southeast Lt flows dQwn the steep slopes and into the un- named stream. The proposed drainage system wiU use a surface-placed "drlscopipe"tocorrytherunoffdownthe slopesandinto·the stream. The proposed use of the property os on 8 lot residential short subdiv~sion will be consistent with the surrounding developments. An of the surrounding. properties are developed. except for the stream corridor to the south and the high-tension power line easement to the west. The proposed lots win range in size from· the minimum of 4500 Sf to a maximum of 6640 SF. The density of the plat is 5.44 units per acre in the R-8 zone. Access to the new 10tswiH be from a new intern at pubfic street that runs north/south and is connected to NE 19th Sf. Th~s street will be a dead-end publlc street that terminates with a turnaround bulb. The new street is proposed to be 28' wide residentialhalf-streat with a 35' right-of-way. The reduced ROW will be wide enough to accommodate the street and sidewctk on the plot side. The reduced RO·W widtn ~s needed to· keep the ne1 plot area 01 a maximum and to allow a reasonable minimum denSity. NE 19th St. witfbe improved with additional road paving, curb, gutter and sidewalk along the frontage. A new water main and sewer main will be mstaUed in the new street. . The water main will end at the cul-de-sac bulb. The developed drainage improvements will include a detention pondfwetpond tocated in a separate tract. near the west property fine. The pond win be located w~thin the power ~ne easement. The ponds win be kept a mihlmum 20· away from the Olympic pipeline location. The site wilt require minimal grading for the proposed road. The building pads for the lots wUl· not· require any significant grading·. The main grading activity will·be .associated with the excavation for the detention pond. The estimated amount of grading is 650' CY. tt is anticipated that the site win hove a botonced cut/fill. The on.-~te ffiOterid from the pond wiU be used for the road grading, if suitable, and for rear yard leveling. There are numerous trees on the site, most of which are on the steep slope area. These trees will not be disturbed. There are several trees in the upper, northern portion of the site that win be removed for the street and house construction . .some of the trees a(ongfuture .property rear yards will be saved.. ~ ~ 9)," I ~ [ s SQ), "-T"-I"O! . ~ $....o.! . .Qi ~I , R~;~t~;'i .. J \ ES .. 9 T23N RSE E 112 ----Renton dlty Um1~ 1 ' 6 200 410 1:4800 D5 4 T23N R5E E 1/2 5304 : :;~ ..•. :::'-' ~~ ,; y ..... :, .. Page 1 of 2 ·f ;/' i King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART1 : PROJECT OWNER AND . . PART2 PROJECTLOCAnON .. ~ " :~ PROJECT ENGINEER . '. : AND DESCRIPnON '. o Subdivision ~ Short Subdivision D. Grading o Commercial D Other Project Name ;s,V)~ Q.e.~ .shokV3cit Location Township -.:... . ....:.5.L-__ _ Range 2..-:$ Section _~4-L--__ Project Size 3. 05 AC Upstream Drainage Basin Size 3. ~"""'S::::----A-C- PART 4 OTHER PERMITS .. '. ::.' ":' o DOF/GHPA 0 Shoreline Management o COE404 D Rockery D DOE Dam Safety D Structural Vaults 0 FEMA Floodplain o Other D COE Wetlands ~ HPA PARTS SlTECOMMuNnYAND'DRAlNAGEBASlN "0.' ..• ~:',: ., -. : -" .. '. ! ..•.. -.. -..... .' .. ' ,::. ", :. :,-.-:..~ • _ . _ "'.' _ -.' . • <... •. , .•.. -.... -.. ' : ..... ~_,·:.' .• r __ "!-:..._ .. ~...;;,.~~ Community erN Drainage Basin DRiver -..:' ___________ _ ~Stream ___________ _ D Critical Stream Reach o Depressions/Swales o Lake -------____ _ ~ Steep Slopes o Lakeside/Erosion Hazard o Floodplain _____________ --'- o Wetlands -------------- n Seeps/Springs o High Groundwater Table D Groundwater Recharge o Other _________ _ --~~-.-.-Erosive Velocities _~EeS -T: ______ - L _____ _ ___ ; Additional Sheets At1alcned King County Building and Land Development DIvIsIon TECHNICAL INFORMATION REPORT (TIR) WORKSHEET . PART 8 DEVELOPMENT UMJTAnONS. . .. ,:.. . '. '. REFERENCE LIMITATION/SITE CONSTRAINT o Ch. 4 -Downstream Analysis g steer S1~5 o o o o Additional Sheets Attatched PART 9 ESC REQUIREMENTS '. . . MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ~ Sedimentation Facilities H'Stabilized Construction Entrance ~Perimeter Runoff Control ~ Clearing and Grading R~strictions ~ Cover Practices ~ Construction Sequence o Other .... . o Grass Uned Channel 0 Tank R( Pipe System 0 Vault o Open Channel ~ Energy Dissapator o Dry Pond 0 Welfa.'1d . ~ Wet Pond~tream Brief Description of System Operation b Facility Rela d Site limitations Umitation MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION ~ Stabilize Exposed Surface ~ Remove and Restore Temporary ESC Facilities ~. Clean and Remove AIJ Silt and Debris R-Ensure Operation of Permanent Facilities rx-Flag Umits of NGPES o Other o Infiltration o Depression' o Flow Dispersal o Waiver o Method of Analysis \<CR.. T.:s \~ 2. Reference Facility ~f st~S"" evtWl ~st ~ f'~ o Cast in Place Vault 0 Other o Retaining Wall o Rockery> 4' High o Structural on Steep Slope lor a civil engine-cr under my supervision have visitc-d the site. Actual site conditions 8S observc-d wero incorporated into this worksheet and the attalchmenls. To the best of my knowledge the information provided here is accurate. '------_._--_ .....• _ ..•... - ~rainage Easement ~Access Easement ~ative Grow1h Protection Easement ~racl D Other ~~,~ -----.--- It. CORE DRA~NAGE REQU~REMENTS l. -Discharge at Natural location: The existing site currently sheet flows across the property to the southeast and over the steep stopes down to the stream near the southeast property corner. There;s a public drainage system within Edmonds Ave. NE that consists of catch basins., pJping, man holes and 0 storm-drain main. The propos.ed drainage system will collect the runoff into the pond Located along the west property fine and discharge into a surface-pl"aced HOPE -( driscopipe) outfall that wmterrrnnote with -agobionenergy -dissipator-and into the un-named stream. This Is the same stream into which the existing site runoff discharges. 2. Off-Site Analysis: An upstream and downstream drainage analYSIS has been performed and is detaited in section ttt of this report. 3. Runoff Control: This project fs providing a 1998 King County level 2 standard flow control. This matches storm duration for the hoff 2 year through the 50 year storm event. It matches peak flows for the half 2 year event. The flow control wm. be occomplished using-0 deten-tlon pond wlth on orif.JCe type How [estrictor~ - -4. -Conveyance System: The proJecf wID-provide conveyance pfping for the sfreef drainage and the tot roof downspouts. The piping witt be sized to handle the 100 year developed storm event. 5. Erosion and Sedimentation Control Plan: An erosion control plan witt be prepared and win be induded with the engineering plans. This erosion control system will include silt fencing along the west and portfons of the north and south property lines, construction entrance, seeding &. mutching and dearing "mits. A sediment pond will be designed as part of the initial grading and development of the site. 6. Main-tenonce and Operation: The Improvements to this site wHl dedicated to the City and will be maintained by the City. The private driveways and drainage piping witt be maintained jointly by the applicable lots. 7. Bonds and-liability: The appropriOte bondfng and insurance forms wID be secured prior to any construction on the site. SPEC~Al ORA~NAGf REQUlREMENTS There are 12 special drainage requirements that moy apply to-any project. 1n thrs case, none of them apply to thrs project. III. OFFSITE DRAINAGE A. UPSTREAM DRAINAGE There is no upstream off-site drainage tributary area for this project. The hlghesf property line is along fhe norfh property line, which is afsofhe NE 19fh st ROW,. This street has a CB & wjng drainage system that jntercepts any runoff from the north and directs it to the east within the public ROW. lhe exisqk>f" along the east properly me Ofld the west properly «00-are generally at the same elevation as the subject site and would not flow onlo fhe sileo The soufh property fine is fhe fop of fhe sTope and fhe sITe drains to this direction. B. DOWNSTREAM DRAINAGE The drainage from the site wiU be coUected into the detention pond/wefpond locafed near fhe west property fine, within fhe power line easement. The detention pond will dischar:Qe ... via a flow resfrictocinto a 12" high density polyethylene pipe (HOPE). This HOPE pipe, commonly coUed "-dfflcepipe~ wm be ~ed-"Dr,,} the-s-'dffoce cl ~ -sreep .... Jopes~ run down the slope to a determined location at the bank of the un- named sTream. A gdbTonbaSke'f energy dfssipator structure wiiCbe located at the outfaU to disperse the pipe discharge into the stream. " An HP A may be required, depending upon the Sfafe DFG cafegory of this stream. This stream is a well-defined stream channel located at the toe of a deep ravine. If has fhe typical stream characteristics and appears fa flow during most of the yeor.Afterleoving the pro.P6fi¥.the streomtravels approx. 120 ft. to its confluence with Honey Creek. Honey Creek is a class 2 stream with salmonids. The flows to the northwest and comes Wlfriin 75~ of The souffiweSf comer of Tne properly. Tne sleep slope sensitive area tract wiU restrict aU development to approx. 200' away from fhe creek, af fhe fop of fhe slope. Honey Creek flows fa fhe northwest and di.schar:gesintoMoy Creek a,p.,pfOX. 4000 it from the site~ There are no road crossings between the site and May Creek. With the King County level 2 detention requirement in place for this projecf,fhe developed runoffrrom "ffie SiTe snoufa-nor-have an Tmpact on the downstream drainage system, which-is Honey Creek. ~ understand fhaf fhe fevel 2 requirement is a result of problems within fhe May Creek Basin. IV. PREDEVElOPED DRAINAGE The drainage from the existing site currently sheet flows towards the top of the slope fo fhe soufh and soufheasf. The slopes Tn furn drain down info the un-nomed stream. The existing site area to be developed is characterized by lawn, tall grass and shrubs, with a few trees. The denser ·-oodtaFgefweesOfe~;~nle 5teep-~, whk:~wm·~-be disturbed. The prolect drainage area used the total site area less the sensitive area tract, fhaf WIll nof be developed. A portion of the frontage ROW was also added to the drainage area. This frontage area consists of the area of the new paving width and the new sidewalk. There are no drainage ·~~·ifle.*"ikeM. -Tfle C>6s»Rg~-akmg NEl9th Sf. has an existing drainage system that pjcks up the exjsting pave.ment. The projecY draTnage areaT.08 acres was used as The memory drainage basin for the detention pond/wetpond. The existing drainage anaJysis was performed using the "KCRTS" hydrology software and its summary tables and charts are attached for reference. The methods outHnedin the 1998 King County Surface Water Drainage Manual were used as guidelines. Following this page are the data sheets ~ror ~-c~fflpufdokl. ~£~~~ ror peak flow and time of concentration calculations are also attached. BeTow is ahnef descripTion of The exisfing drainage charaderisfics: 2 year peak flow: 10 year peak flow: 100 yearpeokflow: total area: ~{)ffi(}: ground cover: impervious area: ground cover: 0.07 CFS 0.13 CFS 0.24 CFS 1.68 acres l.59ocres till· pasture 0.09 acres impervious II I -------+f-t-- + Z ~4-0 .sF, -e77<o .sF = (),o't ftc, . b Fe.r\J IOV 5' " u se.. ___ JJJL,_,~--,-re..=-_~ P~k \<:~T5' Pt<t"--D\S,\!ELo~SD lFl-Du-'S', ,-------- SUNSET CREST SHORT PLAT. '}(Cle!S .PBAJ( ·PLOW· SUMMARY PRE-DEVELOPED CONDIT-ION Flow Frequency Analysis Time Series File':-pre .Lsf Project Location:Sea-Tac ---Annual Pea~ Flow Rates---' Rank. Time QfPeak. -----Flow Frequency Analysis------- Flow 'Rate (CFS) 0.126 0.061 Q.125 f!i ~fJ:t9 0.071 ·.o.llg 0.113 Q.2'3'5 ·2 7 3 8 6 -4 5 1 Computed Peaks 2/09/0115:-00 1/05/02 16: 00 2/2.8/03 3~00 8/2f)/(J4 2--:f){j 1/05/05 8:00 ·1/ ~lBI0.61·6100 11/24/06 4:00 lI0'9J08:ti! 00 -Peaks (CFS) .().235 0.126 0.125 {}.119 0.113 .0.··011 0.061 Q.02-, 0.199 Rank Retut:n Period 1 100 . .00 2 2'5.00 3 10.00 4 5.f}{} 5 3.00 ·6 2.00 7 1.30 a 1.10' 50.00 hQb 0.990 0.960 a.900 f.J.8cOO 0.667 0.5-00 0.231 0'.0!}1 0.980 V. DEVELOPED DRAINAGE The developed project will include the new detention pond & wetpond located near the west property line of the site. If wnT be located within a drainage tract that witt be landscaped as recommended by the City. The site drainage will be routed into the pond using catch basins and pipes ·~·~·~fOOd~ £och'fieWIDtwmbe#t.NflishedwithGpiped drainage stub that will be connected to the street drainage system or with a pipeinfhe rear yards of The ToTs. The areas used fo caTcuTafe The flows were the some as those areas used in the predeveloped drainage calculations. 1t should be noted that the fronfage improvements were inch,Jded onty the area of the odditionot pavement width and the new sidewalk. The detention pond was sized to meet the performance criteria eslabflShedby me King County level 2 detention slandard. This cmeria is that the pond can only release at a rate not to exceed 50% of the 2 year pre-developed peak flow while refaining 50% of the 2 year developed peak flow. This is the some for the 25 year peak flows. Additionafly .. the storm event duration for the developed site conditions must match are be ·~thcm'*he·Pf~stofmdufoflofi,for·#1e5G%cl·#le2yeof#ow through the 50 year storm flow. This is the level 2 standard os specified in fne 1998 "f(fng County Manual. A wetpond wifibe used to meef fhe waTer quality standards. The wetpond will utilize the detention pond area and wilf provide the required dead sforage below the detention live storage. The volume for the dead storage is based on the area of the impervious and pervious surfaces that drain into the pond. Similar to the existing condition, the KCRTS method was used to determine fhe peaTcflowsfor fhe various slorm events. A duration curve comparison was performed to evaluate the vault performance. The computer data sheets for the developed flows follow this page as well as the works sheefs and the time of concentration calculations. A brief summary of the developed drainage characteristics are: 2 year peak flow; 1.0 year peak flow: 100 year peak flow: fofal area: pervious areo: ground cover: impervious area: ground cover: 0.29 CFS O.35CfS 0.59 CFS 1.68acres 0.78ocres fill grass 0.90 acres impervious SOt...\. -1.0~ ::::. DqO c...... ---+H----~~_______L...lfu ~. -------;fr---~------~----~----~--__ ---------------------0~ ~ -----+H----------=-r-J-----~).. :: o.~ CF:> ___ ---"io:-/ __ Q..LI2:: <9 \ ~q. 7 C-F ) _____ +H-___ ---.-::;:v;."l---_----Y.!)O t:: __ D , 590 cF5 ' ---------------------- -----------+H-------ct ----<29 ~ (J). st?.1 ____________________________________________________________________________ _ -----------H+--------------------------------------------------------------------------------- -----+ti----------------------------------------------------------------- --------------H+--- SUNSET. CREST SHORT ~LAT truR!'S 'PBA'k"!1:OWSUMMARY DEVELOPED CONDITION Flow Frequency Analysis Time Series File:dEHr .. tsf Project Location:Sea-Tac ---Annual -----Flow Frequency Analysis------- E'b;rw Rate: (CFS) 0.288 0.228 03<18. 0'.ZS9 0.289 Peak Flow Rates--- Rank Time: of Peak -Peaks Rank. Return Prob n.3-05 0.347 fr.59Q 6 8 2_ 7' 5 04- 3 1 Computed Peaks 2/09/01 1/05/02 2/2.7/03_ 8:/26/fJ4 10/28/04 ljl~I06 10/26/06 ll'O"9'[Q8 2:00 16:00 7 ~OO 2':fJfJ 16:00 16100 0:00 6!O-o (CFS) 0.590 0.348 0 • .3<17 fl. 3'0'5 0.289 ·0.-28-& 0.239 fr.2.2:8 0.509 1 2 3_ it 5 ·6 7 8 Period 100.0-0 0.990 25.00 0.960 10.._00 0.900 5. frO fJ.B'OO 3.00 0.667 2.00 0.5-00 1. 30 0.231 1.U1' (J. (J-n 50.00 0.980 SUNSET CREST SHORT PLAT RCM'S ·L1WBL2 . DE'fBN".tIOR .PC)ND DESIGNSt).,YARY Retentio.n! De.t.ention Eacilit.,( Type of Facility: -Side Slope -: Pond Bottom Length: PtmdBott·om Widt.h; Pond Bottom Area: TOP Area at 1 ft. FE: Effective Storage Depth: Sta:qe& Elevation-: Storage Volume: Riser Head: Riser Oiameter: Number of orifices: Detention Pond :2 ;'(,}Ofl-: 1V 61. 03 ft 3-0.5.1 it 1862. sq. ft 4635 • sq. ft 0.106 acres 5.00 ft 423.00ft 14554. cu. ft ~O. 3J..4-ac ...::tt 5.00 ft 12 ~ (}-(} inches 2 Height (ft) 'Diameter (in) O,;fj...Q 1. 40 Full Head I}i-sctr.rrge (CFS) Pipe 'Bhmreter (in) 1 2 ' .. (l • .o.o . 3.25 TOP Notch weir; None Outflow Rating Curve: None t\ .--03-9- 0.070 4.0 Stage Elevation Storage Discharge o(it) tIt) {-cu. oft) tac-ft") '(ets) 0.00 423.00 O. 0.000 0.000 0.·-01 423-.·01 19-. .0 • .000 0.0.02 0.02 423.02 37. 0.001 0.002 O.t13 423~03 5-6. 0.0-01 0.003 0.04 423.04 75. 0.002 0.004 0.05 423.05 94. 0.002 0.004 'fJA}£ 423.-fr6 H2. {};OO3 'I};&-04 0.07 423.07 131. 0.003 0.004 -.0.17 .423.1:7 l2'2. .:0.-.0.071 ~O.:.o.O-7 0.27 423.27 516. 0.012 0.009 &.37 423.37 714:. 0.016 0-. flll 0.47 423.47 916. 0.021 0.012 0.57 423.57 1122. 0.026 0.013 -0.67 "423.67 1331. -0.-031 ,O.--{)U 0.77 423.77 1545. 0.035 0.015 O.H'J 423 .. 37 11~ .. 0 ... 0-40, .00.-tH.6 0.97 423.97 1983. 0.046 0.017 1.07 424.07 22-09. 0.051 O. D18 1.17 424.17 2438. 0.056 0.019 1.27 424.27 2671. 0.061 0.020 Percolation '(efs) 0.00 (l.OO 0.00 O~-oO 0.00 0.00 {}.OO 0.00 :0 .. -0-0 0.00 -Q.OO 0.00 0.00 -0.'00 0.00 0.·0.0, 0.00 0.00 0.00 0.00 Surf Area '(-sq. It) 1862. lH6.6. 1869. 1673. 1877. 1880. 1884. 1888. lSQ5. 1962. 20-00. 2038. 2076. 21:1:5. 2154. 2193 .. 2232. 2272. 2312. 2353. 1. 37 424.37 2909. 0.067 0.020 0.00 2394. 1.47 424.47 3150. f).on :0.021 0.00 2435. 1. 57 424.57 3396. 0.078 0.022 0.00 2476. ··1.~7 42-4.67 3445. 0.0·a4 0.·02.2 ·.0.·0:0 2S1~. 1. 77 424.77 3899. 0.090 0.023 0.00 2560. 1.87 42:4.81 4:151. 0.0~5 0.024 0.00 2603. 1. 97 424.97 4420. 0.101 0.024 0.00 2646. 2.07 425.07 4686. 0.108 0.025 0.00 2689. 2~n ~25.11 ~%:8. O.lH -0. '0·2:6 '0.0-0 2132. 2.27 425.27 5233. 0.120 0.026 0.00 2776. .2. :).1 425.37 5513 • 0.121 0.·027 c~co .2.820·. 2.47 425.47 5797. 0.133 0.027 0.00 2864. 2 ~-S7 425.-57 6O'8~. o .14f) 0.028 f). 0-0· 290'9. 2.67 425.67 6379. 0.146 0.028 0.00 2954. 2.77 425.77 6676. 0.153 0.029 0.00 2999. 2An '425,S1 '6-91S. O.l€{) f).02-9 CO.OO 3045. 2.97 425.97 7285. 0.167 0.030 0.00 3091. 3)n -42.6~:.o7 75fJJ .. -0.1.74 ,.Q.-03O ..:0 • .0.:0 3-137. 3.17 426.17 7913. 0.182 0.031 0.00 3184. 3.25 426.2-5 8169. 0.188 0.031 0.00 322:1. 3.26 426.26 8201. 0.188 0.032 0.00 3226. 3.28 426.28 8266. 0.190 0.033 0.00 3235. 3.2~ >4206.29 B29:8 • ··i).1:9-0 i)~-035 '(). ilG 32-4-f). 3.31 426.31 8363. 0.192 0.038 0.00 3249. 3.3-2 426,.32 .8396·. C-.1Si3 0.-042 0-• .0.0 .l254. 3.34 426.34 8461. 0.194 0.046 0.00 3264. . 3.3'5 42'6.35 8493. 0.195 0.0'4-9 0.-0-0 3268. 3.37 426.37 8559. 0.196 0.050 0.00 3278. 3.·47 426.47 8889. 0.204 0.057 0.00 3325. 3."57 42fi~51 9224. 0.212 0.f)63 f).OO 3313. 3.67 426.67 9564. 0.220 0.068 0.00 342l. 3-.--:n -42-6·. Tl 99-0-S. -0.227 ,.Q-• .:0"'-1-2 .0.,.0.0 3-41.0·. 3.87 426.87 10258. 0.235 0.076 0.00 3519. 3.97 426.91 10612. 0.2.4:4 0.08'0 0.00 3568'. 4.07 427.07 1097l. 0.252 0.083 0.00 3617. 4.17 427.17 11335. 0.260 0.086 0.00 3667. -.:1.2"1 421.21 1l7:-05. :() • 2-6-9 {)~~ CO.OO 311''7. 4.37 427.37 12079. 0.277 0.092 0.00 3768. 4.47 -427.47 12-45.8 • .o.2,g-6 .0 • .095 .0.00 3-819. 4.57 427.57 12843. 0.295 0.098 0.00 3870. 4.67 421.-67 13232. 0.30'4 O.Hn 0.00 3921. 4.77 427.77 13627. 0.313 0.103 0.00 3973. 4.87 427.87 14027. 0.322 0.106 0.00 4025. 4.-91 427.97 14432. 0.331 o .HlS O.{)O 4-017. 5.00 428.00 14554. 0.334 0.109 0.00 4093. 5·.W 42-8.1--0 149.6.6. -0.344 0-.41:9 -0.0:0 414~. 5.20 428.20 15384. 0.353 0.985 0.00 4199. 5.30 42'8.30 15806. 0.3'63 1.72'0 0.00 4252. 5.40 428.40 16234. 0.373 2.510 0.00 4306. 5.50 428.50 16667. 0.383 2.790 0.00 4360. 5. -60 tl2tl.-6-D 1 'nO-6. 0.393 3.:05'0 -f).COO tltlU. 5.70 428.70 17550. 0.403 3.290 0.00 4469. 5.80 42-8.80 l.ao.oo. 0-.413 3.510 -0.0.0 4524. 5.90 428.90 18455. 0.424 3.720 0.00 4579. 6.00 429.00 18916. 0.434 3.910 0.0'0 4635. 6.10 429.10 19382. 0.445 4.100 0.00 4691. 6.20 429.20 19854. 0.456 4.280 0.00 4747. 6.30 429.30 20332. 0.467 '6.4·.0 429.40 2:0815. .0.478 6.50 429.50 21304. 0.489 6.60 . 429.6.0 2179.s . -0.5.0.0 6.70 429.70 22299. 0.512 6.80 429.8'0 22-S-0S. 0~524 6.90 429.9.0 23317. 0.535 7.00 430.00 23835. 0.547 Hyd Inflow Outflow Peak Target Calc Stage Elev 1 0.59 0.23 0.40 5.09 428.09 2' 0.29 *******-0.11 4.93 427.93 3 0.29 ******* 0.09 4.45 427.45 4 0.30 ******* 0.08 4.06 427.06 5 0.35 ......... **.* Q.OS 4.·03 427.03 6 0.18 ******* 0.05 3.37 426.37 ") .0.23 ******* .0.·.03 2.77 425.77 8 0.24 ******* 0.03 2.10 425.10 Route Time Series through Facility Inf.l:ow-Ti'me Series Fi.l:e:dev.tsf Outflow Time Series File: rdo,ut Inflow/Outflow Analysis peak Inflow Discharge-; Peak Outflow Discharge: F-ea-k Rese-rvoir stage-: Peak Reservoir Elev: 0.590 CFS 0.403 CFS 5.0090 Ft 428.09 -Ft at at Peak Reservoir Storage: 14945. Cu-Ft 0.343 Ac-Ft 4.450 0.00 4.'610 Q.OO 4.770 0.00 4.93.0 .0 • .0-0 5.070 0.00 5.2-20 0.0-0 5.360 0.00 5.500 0.00 storage {Cu-Ft} {Ac-Ft) 14,945. 0.343 1428'0. 0.328 12376. 0.284 10947. 0.251 10843. 0.249 8550. 0.196 6690. 0.154 4759. 0.109 6~00 on Jan 9 in 9:00 on Jan 9 in Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exc€€ den ce ~Probability CFS % % % .0.-.0.02 38335 -62.516 -62.516 37.484 .o.375E+.o.o 0.005 4999 8.152 70.669 29.331 0.293E+OO 0.0-0-8 1612 5.921 7'6.592 2:1.40B-0-. 234B+00 0.011 2938 4.791 81. 383 18.617 O.186E+00 0.014 3598 5.868 87.250 12.750 0.127E+00 O~.o17 2438 -3~976 91.226 -8.774 0.,877E-01 0.020 1527 2.490 93.717 6.283 0.628E-01 0.023 1473 2.402 96.119 3.881 ' 0.388B-coOl 0.026 790 1.288 97.407 2.593 0.259E-01 0.029 760 1.239 98.646 1.354 O.13SE-Ol 0.032 533 0.869 99.516 0.484 0.484E-02 0.035 37 0.060 99.576 0.424 O.424E-02 0.038 17 0.028 99 .~04 0.39~ 0.396E-02 0.041 14 0.023 99.627 0.373 0.373E-02 .0.044 9 .0.015 99.641 .0.359 0.359E~02 0.046 8 0.013 99.654 0.346 0.346E-02 0.049 11 0.01S-99.612 O.32S-O.32:8E-02 0.052 19 0.031 99.703 0.297 0.297E-02 0.055 13 0.021 99.724 0.276 0.276E-02 0 . .058 11 0.018 99.742 0.258 .o.258E-02 4804. 4861. 4918. 4976. 5034. 5092. 5150. 5209. Year '8 Year 8 0.061 .0 • .064 0.067 0.070 0.073 0;076 0.079 0.082 0~.o8-S 0.088 0.091 0.094 0.097 0.100 0.103 0.106 9 9 12 11 15 15 15 17 1.0 9 9 8 4 3 5 3 0.015 0 • .015 0.020 0.018 0.024 O~o-24 0.024 0.028 .0 • .01·6 0.015 0.015 0.013 0.007 0.005 0.008 0.005 99.757 99.772 99.791 99.809 99.834 9"9'.858 99.883 99.910 99;927 99.941 99.956 99.969 99.976 99.980 99.989 . 99.993 0.243 .0.228 0.209 .0.191 0.166 0.142 0.117 0.090 .o~.o~H 0.059 ,0 •. 044 0.031 0.024· 0.020 0.011 .0.007 0.243E-02 .0. 228E-.o2 0.209E-02 ·0.191& ... 02 0.166E-02 0-. 142K-02 0.117E-02 0.897E-03 0.7-3-4£-03 0.587E-03 0.44.0E.,.,03 0.310E-03 0.24SE-03 0.196E-03 0.114E-03 0;652E-.o4 Base File: pre.tsf New FiLe-l -rdout ;t-s:f Cutoff Units: Discharge in CFS CUtoff 0.036 ():.043 0.050 0.057 0 • .064 0.071 0.078 0.085 0.092 0.099 0.106- 0.113 0.120 -----Fraction of Time--------------Check of Tolerance------- Bas~ New %Change probability Base New %Change I 0.75E-02 0.40E-02 -46.5 I 0.75E-02 0.036 0.031 -13.6 to>.54E-02 O.36E-02 -33.2 1-(}c.54E-02 0.043 0.031 -27-.3 I 0.41E-02 0.31E-02 -24.0 I 0.41E-02 0.050 0.035 -29.3 I 0.30E-02 0.26E-02 -13.4 I 0.30E-02 0.057 0.051 -9.7 1.o.22E-Q2 Q.23E-02 -6.01 -.o.22E-.o2Q • .o64 .0.06-5 2.-4 I 0.16E-02 0.19E-02 16.2 I 0.16E-02 0.071 0.074 4.S ~ ~0.l1E-02 0.13E-.0213.0 I -O.l1E..,02 .0 •. 0780.0802.5 I 0.86E-03 0.73E-03 -15.1 I 0.86E-03 0.085 0.083 -2.3 f 0.6SE-03 0.41E-03 -37.S I 0.6S£-03 0.092 0.087 -S.S I 0.47E-03 0.21E-03 -55.2 I 0.47E-03 0.099 0.090 -9.1 t 0.24&-03 0.65&-04 -73-.3 1-00.24&-03 0-.106· 0-.098 -7.CJ. I 0.ISE-03 O.OOE+OO -100.0 I 0.lSE-03 0.113 0.103 -9.3 I 0.82E-04 O.OOE+OO -100.0 I 0.82E-04 0.120 0.105 -12.2 Maximum positive excursion = 0.004 cfs ( 5.9%) occuringat-O.067cfs -on -the Base Data:pre.tsf and at 0.071 cfs on the New Data:rdout.tsf --Maximum negative excursion = 0.016 cfs (-32.7%) occuring at O.04CJ. cfs on the Base Data:pre.tsf and at 0.033 cfs on the New Data:rdout.tsf " ~ ........ ------------------• * •• 0 .; ~:~}~ . . ~::.;;:~.::\ .' ::'.' ~~.~(: . ~-" ~.' ,-.; .. ' . ::<:::i?'"'' •·· ... 1· .' , . '. ";}~-':I-----"----{ ;..-------.. ------- ...-. (f)'" lL. 0 ~ CD 0), L.;. . roo ..c 0 en 0 ~ . ", «J: ci «)·1 0 0,1, o (:) o .. I .. ·R..:....~ ___ _ '. "".- ::".{' , \ ~ I) QQ,-----~ 10 -4 ProbabHityExce~ence . "'-",, " .',: J ... ,' ',' ". , .. ~-~ \ . , • ., tJ)~:rPo ND ~::sr2 ... ' \ N Go t· B~c.. W~NO R~\J. \tol -3 ~\Jr. .- I ~ 2-\(r = ( O.<=t f4...;. -+ o. 2-~ R. " \2- R= (0, +7" A~' .:: 3~Cfc=t4--sF 'fT~= "'7~ l<D4 -3'0~4--34 170 SF - Q .... ... \I ..... = ( D • q ( 3crocrct4-') T (S) ,1-::>-( 34-1 7~) 0,47 ..... \" '-"/ t"2... ..... (\j-~ ~ 4 ':3·le"37 ( <!),4() /7oC( CF ... ,"2... 3. R~~, " c \ u 'i'N<.. -3( "D9') :: 5\2.., c.F -r '- 4-. \J'f) \ufue... p~V(~ • ~ ~~~ ~ ·oX top o~ w~: ... .e.,\ e...\.f \ I I • 6, p~&-~ ~ bo+h>M o-P-w¢ ..ot.tvc=O : J ~\~\{ • \. c) \~ "4ol~Me ~ro" lC[(JJ : . --------. 1--------------._-_._--"--"-- ---------------.- . -----------------------------------~---------------------------~------.------------_ .. -- ----~----. --.-----------------------"-.---~------~------.---------.--------~-.. ---------- -~----------------------------~----------~-----------.. -----~---------------------.-~----~----------------------------_._----------->---- DEVELOPMENT PLANNING CITY OF RENTON SEP 2 82004 RECEIVED ~ PAC!F1C NORTIiWEST TITLE Cmnpal1Y of Wuhington. Inc. TO: Pacific Northwest Title Escrow 54 Rainier Avenue South, suite B Renton, Washington 98055 215 Columbia Street Seattle, Washington 98104 cc: Attn: Denyce Ref.# 81094505 John L. Scott Real Estate 4735 N.E. 411i Stre~t Renton, Washington 98059 Attn: Jay and Marc SUPPLEMENTAL REPORT #1 PNWT Order Number: 563279 Seller: Honea Buyer/Borrower: J & M Land Development Inc. The following matters affect the property covered by this order: • ALTA Policy Coverage(s), Charges and Proposed Insured have been amended as follows: ALTA Owner's Policy Standard (X) Extended ( ) HOMEOWNER'S DISCOUNT RATE Proposed Insured: Amount Premium Tax (8.8%) J & M LAND DEVELOPMENT INC., a Washington corporation $ $ $ 450,000.00 959.00 84.39 NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. • Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re-examined Dated as of August 25, 2004 at 8:00 a.m. kt PACIFIC NORTHWEST TITLE COMPANY By: Julie Goodman Title Officer Phone Number: 206-370-4914 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Julie Goodman (juliegoodman@pnwt.com) Assistant Title Officer, Kathy Turner (kathyturner@pnwt.com) Assistant Title Officer, Peter Child (peterchild@pnwt.com) AGENT UNIT Unit No. 14 FAX No. (206) 370-4916 Telephone Number (206)370-4914 Pacific Northwest Title Escrow 54 Rainier Avenue South, Ste B, Denyce Renton, WA 98055 Attention: Denyce Your Ref.: 81094505 Title Order No.: 563279 A. L. T. A. COMMITMENT SCHEDULE A Effective Date: April 12, 2004, at 8:00 a.m. 1. Policy(ies) to be issued: As on Schedule A, page 2, attached. 2. The Estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: VIOLET R. HONEA, as her separate estate (NOTE: SEE SPECIAL EXCEPTION NUMBER 5 REGARDING EXECUTION OF THE FORTHCOMING DOCUMENT(S) TO BE INSURED). 4. The land referred to in this commitment is situated in the State of washington, and described as follows: As on Schedule A, page 3, attached. A.L.T.A. COMMITMENT SCHEDULE A Page 2 ALTA Owner's Policy Standard (X) Extende~ ( ) Amount Premium Tax (8.8%) HOMEOWNER'S DISCOUNT· RATE proposed Insured: TO FOLLOW Order No. 56327~ $ $ $ 500,000.00 1,015.00 89.32 NOTE: IF EXTENDED COVERAGE FOR OWNERS OR LENDERS WILL BE REQUIRED FOR A PENDING TRANSACTION, PLEASE NOTIFY US AT LEAST ONE WEEK PRIOR TO CLOSING SO THAT WE MAY INSPECT THE PREMISES. (Schedule A, continued) A.L.T.A.COMMITMENT SCHEDULE A Page 3 Order No. 563279 The land referred to in this commitment is situated in the State of Washington, and described as follows: The West half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East, W.M., in King County, Washington, EXCEPT the West 132 feet of the North 330 feet thereof and EXCEPT the North 15 feet thereof for county road. END OF SCHEDULE A NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. NE ~ SE ~, 04-23-05 PACIFIC NORTHWEST.TITLE COMPANY OF WASHINGTON, INC. A.L.T.A COMMITMENT Schedule B Order No. 563279 I. The following are the requirements to be complied with: A. Instruments necessary to. create the estate or interest to be insured must be properly executed, delivered and duly filed for record. B. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or· claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records, 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. S. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: As on Schedule B, attached. SPECIAL EXCEPTIONS: A.L.T.A. COMMITMENT SCHEDULE B Page 2 NOTE FOR INFORMATION PURPOSES ONLY: Order No. 563279 EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF T~E DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM -1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE .. RETURN ADDRESS IS ONLY -ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8 1/2" BY 14". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: __ RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONvEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED) . ASSESSOR'S TAX PARCEL NUMBER(S). (continued) A.L.T.A. COMMITMENT SCHEDULE B Page 3 Order No. 563279 SPECIAL EXCEPTIONS (continued): 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: 'RECORDING NUMBER: Defense Plant Corporation . To erect, maintain, repair, rebuild, operate, and patrol one or more electric power transmission lines, and one or more telephone lines Westerly portion of said premises September 30, 1943 3338784 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic pipe Line Company A pipe line for the transportation of oil and gas, and the products thereof, water, or any other fluid or substance. A route to be selected February 27, 1964 5704028 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Olympic pipe Line Company Pipe line or pipe lines A route to be selected January 15, 1973 7301150412 (continued) A.L.T.A. COMMITMENT SCHEDULE B Page 4 Order No. 563279 4 . GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: 2004 042305-9031-08 2104 CURRENT ASSESSED VALUE: Land: $327,000.00 Improvements: $45,000.00 AMOUNT BILLED GENERAL TAXES: $4,294.63 SPECIAL DISTRICT: $1.86 $5.00 TOTAL BILLED: $4,301.49 PAID: $0.00 TOTAL DUE: $4,301.49 5. QuESTION OF THE EXISTENCE OF AN "AUTOMATIC HOMESTEAD": If the subject property is, or will be, the residence of a marital community, even though the interest therein may be intended to be the separate property of either spouse, execution of th~ proposed encumbrance, conveyance or contract to convey must be by both husband and wife, pursuant to R.C.W. 6.13, which provides for an "automatic homestead", and R.C.W. 26.16.030. 6. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1. 78%. NOTE 1: The records of King County and/or our inspection indicate that the address of the improvement located on said land is: 3715 NE 19th St. Renton, Washington 98056. NOTE 2: A search of the records has disclosed nothing derogatory against J & M Land Development. NOTE 3: The Owner's Policy to issue will contain the Additional Protection Endorsement for Homeowners. (continued) · . A.L.T.A. COMMITMENT SCHEDULE B Page 5 Order No. 563279 NOTE 4: Upon notification of cancellation, there will be a minimum cancellation fee of $50.00 pius tax of $4.40. END OF SCHEDULE B Title to this property was examined by: Jon Cross Any inquiries should be directed to one of the title officers set forth in Schedule A. Cc: John L. Scott/Renton/Jay and Marc JC/5477580 . ., NE ~ SE ~ 04-23-05 • :;; ----~ c.l.BALTQFF'lib.Ro ]49! \~\ -r-------COMM veiL :21:658 I,e 171 .• u \ \ \i\ \ ~~ \ \ 10' \ 13, , ~., , \~ ~ ~It;,o \ '." I '" , , \ \ I -= , I~ , II \ , I , \;. .95 At \ ,," &OJO \ d~ \ """". I~ , 042306 , , \ , \ ~ \ , , , . \ \ , '" '" \ \ t~ \ \ <>" , , \ I , I , \ ~ \ , I \ ~ \ \ , , \ , I \ \ , I , 'At , \ \ , , \ \ . , 3.85 AC 2.53 AC \ \ IlCIl1 ecm , \ \ :". <4,..uu 17'.31 PACIFIC NORTHWEST TITLE Order No, 563279 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N .. I ~ tI .~ ~I >--c: ~I t7 t: J) t7 ~ I >- i ~ 0 -~ t7 US " '1 <~ ,',' \ \ \ " Lt·· -! , t -~l£Ji~ : \ _ " I ~I "E" \.-. ;S ~~ i1W'I~lj; L~ .. t.i .... DEVEl~~~WEWtNNING _ -M ~ '-. '" ~ J i;'" . CI . .... = . ""'~ -,. SEP 28'2004 ,. ~f5 ~1~RFi l~' J .; ~ ,~ : • ! tt"I; 1--' . ,-' RECElVED .. .,. ~, ;.Q .! ! ! ~ 11 n; 4 '" ~ 'i 1 _I "! ... ::t ) i ! "! "I ~ ,_..- StatutOry Wcmcmty DMd .11; .. ,':.)' :. f",."dlh'·"'··""·"·'''''''' T~n.ad tIo/lOO DlDl1ara (Uo.t'O) - - - --- ,"<:It bal f ~, u, .... "t:b~.t II" ....-t.r .( _~ut qua.rt~r .f aoatJM ... ~ ~".rtrr of ... etl_ 4, t.-eb:, 23 aorUt, rMJ" S. rut, W.H., b !ia( \A,>llflty, V"'l.",t ... J!:'tC'.,.,. _at: 1J' t.n .f tAoe .. rdI lJO fwt tbrHof .Ii Y.ten'T ttu .oni. B tNt tM,...( (or """(7 r96d • ... UBJf'L"T 1'0 IiA.II_Dt for et.ct.r-fc tr-..J ...... U .... , tGi&~r oritJ. &f'purt ...... t rf,pta u ~"h~ .., a.-.tl'llCt:l.. na-OIIrperaU .. , Uftd~r ~d_.t1 .. 111 Pocl<*' ... 7'8, VIl1teC ItflU. Jbtrtet o..rt. ~uU", nbtrJct or ftet~ Df' v.. .. J-c~, ~ Dh1.I ... Thh deed b mad. • (.lfl~t ~ ,..&1 "~"~ _tna ~ S~pt-t>er S. U~' ... 4 tt.~ W*IT .. Ue. Ia_, ,," lIaitH to ~ "'u, J-1Cl!1'T that tb. ,r..at..r WWT.at ...• t dMI 4.t ... ( ttola .... .,.a1_t UO,! rlR.hU cl .. illed Itr, tt.,.,...... Gr _doer die ~r .... . Kxche: .ale. tu. W&a J'&l4 Ke~efl't N.l. E2J65.31 .iIIU!--':.~ . 1."; ... -.......... \.~~, . A. ~ ,"-;' .•. V" "!. !!i n' '....,,-_\ ... ,~.,,'-.. ~ ~~:_l.~ •. IXPUT!' ~,l"'. ).. '1'~--\.~'. J::~tb--\l.~~) _ .. __ . ________ U& •• u o..tM.~ r--..IIy~""~-.. ~1POLt •• d~. ------- - - -- to _ "-... II< ,t.. ~ ......... ill .... ---...cI ....... Mod ' ......... -.-. .... ............ ..... ,.. ...... ... _ as Mr 1-0Ib4 ""'wnIarY ea lOll Mo4. .. 1M ........ ..-s-............ . G.VEN IM'der ., ................... . . . -~~ :....\ "' . ~ , I If I I··,· .. "::'.-: .... :." . . .. ~: .' . :..:: . . ' .-.. \ •... ~.~.~ •..... .~~:-.. ::: ..... l T .. ~ .. ~ ... . . \ .. -: I . .B.asem.t3D.t s~~t:;lO 4.3 .. .... L WV33J8784)//" Sept 29 4·} 9300.0(', ~o.55i:'s. ¢b: .~ st. ?-...-,r"1 P-aYtlond ;r. Slater e..ild :ns. E. Sll:te!' I his \'Iire ,........ . I to Def'eul':e :?lc.nt (;orpor~.tion. a corrO:'atioll c:'oate>d by Act of. Co~r~sa enti":.lei:. "Recollot:':-Uct.1.0D. FlnallCle Co:.:':poration Ac~.tl, a:;rprov9d JP.'.:). ,,< )2, as rur.!3nded, e..r.d its El1si;uo. i'O c1 ~¢. warr to IJP, e. pomanent easemCoIl.t !loa. r igllt of way i,il, over, u.po.!1, !l.nd a,rOSB t:leiol:les land. in !tCW! '!.hat porUo.ll. of the xi SE~ NiI'l: SE~ ::..cd. tAU W 132 i't 01' the N );'0 ft ot the SW~ NEt; fIE; 01' seo 4 Tvrp 23 N.R. !i E.W.M., l:c.·.I, wh lias ':1'1~h1n e. atri:l) of 1ud 200 tt in width, thf! ~oWld.&Z'ias of ad strip l.viJ18 62..5 tt diat~t westerly tram. a.nd. 137.5 tt <li",t!!..[1t EAly t'%'om and. psrallel to the curny 11l'.0 of the rolocated Diablo-Seattle tran2m1s=i~n lin3 as now staked on t~e ground, o~er. ~=roso. ~pon ~d/or ad~aoent to the Qbove-cesQ~1bed p~operty, td surv~y li~e boiAg particularly dcsasto1a: Bog atsurTsy stat1oD. ;l7~19.9. a pt on t~e north Hne of SeC 4., ~ 23 N.R. 5 E.W.?!., sd pt b'3ing S gSoZ;' E a. (\istance 01' 6!J7.5 tt 1'rOllltha qUlU'ter s6~t10n oornel' on the Jlortb. line of s~ ~~o 4.; th.B 9"47' E a diBte..noe ot 6995.1 t~ to su.:-wey Btat10Jl 107+2.5.0; th S 'ltto.9' Wa .lietance :>:t 3339.5 :£'tiio "urvi!~ 6tatio;:o 140~.54.5. :;. point (1::1. 4;M .$Ol1'th linE: of' Sec 9. Titl:> 2; N .:t. 5 E .W.Y., ntt pt l:e1ng N89007' Wa di~tOnoe of' l042~? ft f'r~~ the SE oorner of' ad Sao 9. ·;~.··a.bove;;'d3sor1bl:ld strip 0'1 la.cd hao a length of 3.37 tt and oOJ1ta:1nal~g :Qorelf,' lI\.O~~ or less • .... Sq'b3e~~',:' hoW9'V~1', . 1;(\ t.t.s r:i.ghts or thB publio ill and. to all p\ilal1ct.roe:d8 •. andsub~90t also t.o existing :pipes e..o.d conduits, · .1rnSI1t1on and. dr8.1n8.gelines, ~:-ide:es and oanals, and aaeemsnt(; · andrighh ot.:n70f .:publio utilities. CPr()!1a8!lrU1'th~r ·t:D.at t.;'e well looated upon U.e above describl'ld re!!.l ·pi'op~rt7 'caball remain intaot, and t:!l.at gran'tors may oontinue tha ·0.88 ·or·sue . . Tno' ttf'ol'ese:1d easement fUld righ't-Oi'-WQY---sm as 3138866--- Raymond J. Slater • . o. ••• .• , ..Ina.E. Slater. ,kc;wSept 7~~'-.43·br.:~B8~ona.;r .s.1.a-:;er and :rna E. Slater bt F .li. • cJ~~s:iuidell~;Ilp:~eiatjIJl8 Sep' .. 6 47 (:riled S'l'00; Ml Detense . .. '·.-.. f~L.~~~%~~t;~~~~·~···~e~~H~r:on Bldg). ",}iJ1--~~~c .. o" V '. ~~~~.'--"t~ .. -Y':, ..... ". ~ •••. ~ •..• ".-.•.•. r~ ~ J"JJYI'J~ /' \ ·· ... ; .. :f!e6 ..... "7_2?;~43. ::~,: .. Q;.o. ~.)&_ogvO.' .• 2.20irs.$2.00st............-/11Il ~ I . ·::~uf~~'to'~';:;a~~'lildOW~,'~Ea.r~1ngtoll~ ?In., .. . 1·<·,-·;~l;;o~s.:~~Ol'g~:.·Xrauor :findloiaryG. :Krauert husband e..d liH~. Fp .:. 0Y8 :aJld::~rst~ .. ap •. the 'toldesre. 8i tillkcw: •. " '-; • ".;: .• ~ .~',' .~ : .. :_ .z .'::~' • '.~' .' : -" • . ,'<I.o,tlJ.;l·:to :7;·;1lioluS1ve. Block 17:. C.D. E1llmar's Ea.rl1.ngtoa. .:;;,.~e~ls<AA~~.10l!..~:to~,i:t;heClty of Seattle Division No.1, accordi!lg \. ·.;~o~pl&'·\~eHof~reoorded:in.vol 17 of Plats, pg 74. 1'900rds ot '-- 'said.' 'ciW:ltj •. .. " ': ...... ~ .. , . Louh l'arutto. · ko'W Sep 27.43 'IJY Louis ?o.rut'to, a "idoW6:r, bf Agnes N. Riohmond np WnrGlut Renton. JlB May 1 46 (tiled STCoi 10.. J..gnes Riobmond,. \"] Re.!ltoD.. Wh). Ib 1 ~ D Sept £,0 43 ~/ I'} t\ ).3)8786 . ~~t 20 43 $10.00, *l.lOi~s. ~l.OOst. I v R. E. Sadl~~, whose name n~pears ot record also as Eerbezt F-. Sadler, and El1zabGth Sadler, his wife, to ~r1or G. APy1e and Franoes ~. Apple. his wite. Fp oy and warr to ap, the folaesra,aitinkow: . wi of ~ract l4~ Gilson's Ballard Acre Traots, aooording to pla.t ther~cf recor~ed in vel 11 of Pl~ts, ~s 45, ~eoord5 of sd oounty; exoept the BOl!th 45 t't acd exoept. tb.e ":1 22 i't taken by King county for ",,1dell1.ug of Mary .'lA.vellue Ncrt.:i"Rest. Herbert x. Sadler. Zlizab~t~ 8adler • ko",' SOP 29 1~3 by H.:;;;. sadler, whose name appears of' !'9cord alao e.~ Berbort E. Sadler and Elizabeth Sadler, cw, bf Rex C. swan np ~cs ~t B9dao~~ n$ ~r 16 ~7 (filed STCv; Ml Harold B. Myers, 515 ~ion Bl~g). ' ,'. ," I~ ~ .. , .... '~ ~ -:.. t& ..- ~$, .... ~ .. l"'i: ;·~:rf -/ ~' 8M Dec :'11 11140 t{J>.,t j " ' .... "';;;SSE':; /'j< / Dec 24 1940 d' ~ ,(;; -;r ~. . /'0 i:.,'-. .,--Y o,.;ocl1dge Mutual Savl.llgs l:Sa.,k S wS5h corp as asstgnael.-,;:::..:v"!/./ to R E Bro.::kmen and Franees~'i Broeman ...!'.? 0 ' rp acks full payt of mtg fcr:;!1200 exed by sp 1nfavl):r of wa'shint,t-- Mut'lal 58"in.'!9 BBnk ntdJul 11 1935, andrecdd in aue'! ore of kcw fl. Ju::' 15 1935, in VO~. 1344 of l& pg 642,0 tid f ilsNo 286(1371 corp sl Coolidge ?':utua~ Savings Bank . b~ Harry Shelton, ~1ce pres 'rcw Dec 24 1940 byEarry Shelton vp ofsd :;o:'~'':.J --corp 1"O:r.~ --b3t RcbertE Nelson n p tor wn r~s at s n s !,:aI' :3 1943 /] .. / {,./ f1d by Weah Uu SD '-". t . {II' h.. ",oN '/, . ----/{ ).!J .~'\,t.t.",,'d' -' ~ n~ ""', L/( SM Dec 31 H40 ; /' I . ,; 3138554 ,J ~",f.?'--Deo 24 1940 (:rt1 and fOl'm 8m ::IS 663 \l:Ioo'Je) ____ . J-.-'?,:-g'..:;;> tio Harry G Ysnk and Marie L Yank .Y' ----- ~-'l~50 ----Sapt 15 1937 ---sept 17 1937 ---1450 m pg 340 -- 29550e1 --baJ\ form " r ~ ,.-' >. ---'.~ .-/ /. ,: ({ />Jt-V ) V ~ ") /.J (> .'---~i38665 J .Deo·~4 1~4C {fp and :ferm. s:n .9s86S'above) c::----/~--= J-, ~Ac;. Keays,end Nellie A Xaays ~v .. .;. ... $1800 ----Ju~ 8 1926 --;un 11 1928 ---%:!t9:lU lOaSm pg 271--_: 023 bal form ~; J"'J:?1-// j I /1 ·;.-tn3eS5c, / I as ,my sap est· .<.:;.. .. ~ 2--/J:;::::; tasot America : /. ,:,to-~sp"a"zia1t9 8agns; a perme~"'nt t1IaS6ment and right r.· 'upon . under an_d aoross the fd 1d 1n ko'l/; I _. . . . . r' .:,,..: ',,1.: .of' the,SI'oftheNEi 01' the NWi of the NW:l; of seo12;::'~ ,59.W m. kolt .woh 1108 ·.within a ·strip of lamd .300 -·-,:-~:-;:t, tbeb~r1es:ot sdstrip lying 87.50 tt d1et wll':··.L-'-·':"'·Z.' .11~~~~~~!-:!~~,;~::~·~1';;t:::~·:elY tr "and pll to the 'survey lind'.ot.the sion line as now 100 and staked cin·::·the . '.and uppil the abo~a pty, and ptely.d ~t.: ·*.:5&l+78.65 a. pt on the \4I6stH-IW"tJ' <Uoi'IIIIJlIl!! . "::s. n· &dptboing no 1 des 16'55"· .eat st·Ct220.51:tt trthe quarter seo.oor on th'6 ~12; th no 3';' deg 38' 10" 8a~t s di9tot 570 .• 11.5&'1+49.4.3; th no 6 deg 16'02" east a diet ot ':": .. ~--':'"-sta587+29.91 a pt orr-the no 11 o1'sd &6e,12, '. :deglf!57' aO" east a1 ad no 11 a ~1st ot' 513.12' . . 'o1';sd seo 12; desparoel orland aontai:19 ,J.6 aores !l1 or 1 ' the 1941 ta::.ea wah Ik the grantc.1' ag:..-ee .. to .' undertake and agree to ind:31111'iL'y end held' 'in patGat to Thomas J Hughes, dtd Nov 10 'Vol 4 pg 509 patent r~Q5 c·f k:::1'Ij :f,\'~·''i.::~,";:~,\)'8·iti'i'i~~;octd. in .dead from Herbert SUPPGr, =cac~ to WE Gr9:!:t, ,reodC oTul :} HilS, 1n vol 916 of pg 391 d~ed reo.~.~.~;,.:; .-~--. . . ' . --.-.~ i I e:::6--2 1';; 1.':'1 further un:lera '",cc uno egl'eed bytne ilno eraiFMd the t ths pay: cf such pp is eooe~tad 6S 'full c~mpen~eti~n for all Clam.gs iMidontel to the e:xsrQisc of lJr:y ~f t::e rlF'hts above dss Cova ?; and posed of ad ;lrems; F;OO rt to s~~l :;::, Lfl exoept, 133 above dot~dt and Vier:'and oef in 0. p',S:!O r,t -;p tl:-.:o~pt ;.;a to sd paj)en~ reOVDS an1 sd dee:'! l'e5vt~s Frsdr, Eowd~y K1tsap Co Wn onDeo 51 7 1940 by FredN Bow:!ey be1' Adc1pll E Susan n p for V:Jn r'js etYak1:i1a n SJull 26 1944 tl:i b~ pst! en . '/ (. AM Deo 31 1940 ? r>.:~~!,. 1U1-&Ji~~~i.o··~ ":i// Ddc 20 l!;40 -/~ 0.---;. "1 ~PAil li GallfJ.gher, or Olympia. ,.ash" at1ft<e' 6rees of <It of'w" ~o Phget SoundTitle Inaurauc~ CompAny of a, wn e corp 1'1' g b a at andar.-to s1' the:' otn inte; dtd Sept 27 lIl2? me by H r: ".-NowlineIl~Clga Nowlin hwt 0' s, wn, to West Seattle !:itato Bank;<" 'corp t~;ct$7000 alld rooOd in the otf> of the 00 rooot'der of k ow . BS ".No 2412135, inhor)]c 1035 of mtga pg 505, Sept 29 1927, woh mtg ·:was.c:sgd.b,the sp hin bo the stete trgaa o1'the at of wn on Jan 31 . :1927& with· int ,and the money due and to grO?J duethereon wita-int; .'Woh aagt .. was 'recdcUn tbe ofco1' the 00 reoorder of It ow in bO'Jk l060 'o1'mtgs pg249 011 .Tan 31 192~a . hw the sd· state streeaotthe st ofwn .hes caused his name a n~ ot'tiol seal to be et:z: h 'Co .Phil H Gallagher, at trees of~he at o1''Wn ·'l'reasaeel byG1enoCorree, dep "·\.o··':ThUrsto'O.. 00 W.n Deo 20 1940byG1ennOof:f'ee, dep tree s of the s tot ,~nbe1',J:es8 N Rosenberg, n p torwn ren at Olympia wn ns Ju.::o lw41 .. }~;;i~f;~~~I:;~!O ~ 1b tb 3l38'~9 ... " _ The~l1ildei'i1Sned. jJ P-. . I g _k . ';',to'-EGDN'6wl1n and018a Nowlin hwt ..--~I-;'fp ::sat':~~8nln41Doh.mtgdtd Sept 27 1',)40 mr5 by GP ·to,.:.Wsst,:SoCi"tt1e StEite Bank tori70\)Otld 1n the eud 01'0 of kcw Sept . ~2e, .. 19g7::a.'-:jis:No '2412135, end recdd in bocie 1035 or ll1tgs pg 505 ·:·<w1th'.tiliedebt :thbY,seoured . ~~~:oorp\sl<;;'P..t8et SoundTltle Insuranoe Company ." , .. by"W C 'Sivyer, pres. by DinamoreTaylor; S60Y kow Dec'51 1940 by W C Si~yer, and DinsmoroTaylor; pr?s and seoy ot sCoorp -~ oorptorm --bet Carl SohouohJr, n , tor 'lin res at s os Mar 4 1943 rl~ by tp ~asementD~o 3l 194C D60· .. 9 1940 $36.50 Cora ;, Sk1rving t 8S !Ill' ssp est to United States or .America fr g b ~ oy ---sm ~s 866 &bO~9 that portn ot go~t lot 4, except the E~ or t~e No l?~ eo~ee cnd exoept the so 330 it o1'the S Bot 660 ft all 1n aoo 1 twp 21 D r 5 " '" .Ill k 0 'W w~h lie:: whhin a ~trip of leI!" 300 ft in ~1dt~, the bdries ~fsd strip lying 67.50 ft d1~t wly fr and 21P. .50 tt diat Ill:, tr end pll to the survey lina of the C2lab.al1s9 Renton traosz::issioD line as nO'll looated enrt staked on the .,round 0"8:0:', ecross and uppn the e hove (lty and ptoly d t; . beg at survey sta 587+20.91 a pt on the so li of S!;C 1 twp 21 n r 5 east W.IIl s·:1 pV be1ng so 88 deg 57' 20" east a1 ad so 11 e d1st it 513.12 :f't· rr the sw 001' orsd SBO 1; th no 6 de; ~6'O~tl 900t e dist of 5238.21 tt ~c lJurvey zte 539+68.12 a pt C~ the no 11. or sd seo 1, sdpt tieing no 89 deg 08' 4·5 " east e1 ~d ::lbrth l1 11 dist of \(:;.1 1073.33 ft tr t·ne nw 00;1:' efs'l gec 1; the ebO'le ':ee strip of land has e 1ene:th of 330 ttand contaillS ::.:.~ 'lcres m or 1 (Contu --FOr.) .' I I i I I I I ,,; '9 .' •• ' • ..,. .. ".-:.:..-~-.. ---... --.. -... _-_ .. _ ........ -........ --..;""'-._ .•• .; '"_ •• " ___ ..... "{oJ' ............ _ ..... . " , . . e1:~i:·;:~:L~ll~ .. -:· ...... ' ~-""".~A'7'r.:: •• ,..,..._ "":'.A.' am as 2~56120 --- (:;leo;, ;re~Cb.so'J! ~udu1fo P irie~; ~mand& ~ ir i&5 .;:-;. t{C1J\' .ce::' 23 j 9l~5, .;y 01;-8 lh .. Teor.)fJson bar F~! ',:et' r1r:~'~ !". ;' rr" et a:l!l .;er 9 1945 kc"}; cet. ;!6 .lY4.5:,:y ;\a:\011'0 !' 1"rio:;, cnd ;'~;'lnde ":riP3, Le~nard , ~i1~DO, 0 P fc~ ~~ r~s ~t e ~s Jun 1 1~k8 rl( by sp 1018 20 ,ve so , ';t .. ;~. , . ,/ /,.~. /' ?-·3;~ ~e:~'; r~g45 ..,.10 aDd 0 I~ end val C,lC 3452662 L# -5~/l P~~!'l Yessex Arling./. end ;ronn .Arthur Vesper, os 1.he only Oh!:dl'~n of .Bud the sale heirs end devisee'!ll o! .'ott: {" Vesssr, (ltlca toP.eyatond J Bnrquist fp cy J;od a a to sp ~njl tsns. all. thoi:-r:l..eht, titl~. ~r:~ :n~ in ~'Gld to kllw lot 17 blk 2, Bil1m~n'81eke fron~ odd to ths e of s,.di~n Ro 1 8~~8 to plat thor reo invOl 10 of plecs p~ 44, r~os U~ sd ko~ -BubJ to esltt for si6.t:: sawt::= I?,!'snt.cd uy };dYlDro;i ttleman to ;; .i!!:' , ~,[eyer~,. Gy 1nst d't E'eb 18 1920 no l"eb 19 1920 in vol .LO'?: or:o':pg 84, nnder eudfi1e No lJ92J4i, reos of kc . .n.srl Vassll!' Prlins John Arthur fssser, ~s th~ only chl1(ren of ana the sol~ ~etrs ~nd 0e~isees 01 Jobn H .j .' ". . Vesser, dead .~ Los' .Ange~es·co.Cslii' on .licb 2011.4.5, hy, .I.e. r1 v'esser .~rling, '~ .(me .. ~:(.tb.e~Qh11dron 01, etlu on~ 01' the two sole hrs, end de'Jisecs of:~ Ti!Ullntl.·'Vs·l!·i!II:t: ,dead, tef .~brahsl:l Merk B p tor st of' Gel res at .';:~, toa Ilng6lel!J' n a !liayl.l 1946 ."-;Jj .... .fold by eertt'ot' J F Morone-', ,:county elk snd clk of the ,;uprnt'~",1 6i' th."Ei .. stOf'~e11!' in '!ndfor lo.e co 01' Loa Angeles, weh court 13 a .3.,11 .o·ourtor red,r..aving e seal, certfg to meg, oon end sen 01' sig 01'.021 . of'tloerund ,dtoflfeb 21 1945 end vy seal .::"~~ .3\.iilhiolld:.cO:'Oh10 on )!'eb 5 194:;, ty John Arthll.r vesser, ,Oni! 0::', tb."el'~· oh1,ldt:en:'~mion~of the. t"o'/O sole heirs snc devisees .01' ·Jc~n. ti:;I3~i:!f . : dlled; . net· Mery u O'Donr..ell n p fol' st ofOhl~ l'es at ~anstl.eld01ti:o-.::...: . Iis":·Se-p'18.1947 . '!":~~ -~~;ii7-ti~d't~!~6:n'r 0~~6:~~ ~~~;n~f ~f:r~t o~i'~~~O e~n O;~ko~~;n~d'd·~~~ sd.:ct beingeoourt of .rroc.rf., oertfg torr,s:;, COD. ~.:!a geo ai' siS ofali'm .ofo'i~··nd at· of Feb.,!S 1945 and at seal : ,;~ fld,i..Y·:;' B :BnglUnc., Enu:::lc!a-w, ~:-/"?fl n-r.-' / ./:~ S'J Mtir 6:t94~ t/ 1~ ..... ir-~-·-.!7.· 31.52b63 V-/ I~-r;';~'-!:. ~~~~:~t~~i~~:rtor hims:f!end ~:':t~y ini~ot 1'orLi~'a8U:~7~;:} fp relsDt .snd·disoh mtg dt Ju1 28 19h2, md bysp -:;spof ... 250 cn 1n1 r40 1n ejdofa, of ko'IJ Jul 30 1942, in vol 1803 0::: I!l p,~ 72, audrll.s;; riO 3255117 John H Sl1p,.er.:'t kGwlfeO 028 1945, uy Jo);rh 1l C1ij::j.:c:-, ':le:!.'J",'·",,, l, Nnpier: n 1; i'or Vin';J res at 5 O!l .Apr 5 1946 f1d ·.Y 1.. L Da~ J1? f'lelmonc no / . j / 'V"/~' D M€'x 6 1.;145 3J~52664 /' \ ::;:..'..r.. .. ~'eb 24 1945, -o/.,¢ neoonstruo tiL~n i!'iti9iiQ'o -.;or!Jo:::~ tiur. 8 oorr:: and or th'~ l~\"s 0':' ;h;~ '~., ... ' he .... lng its pr1j otc at 1:311 Vermont av a i,~\, oi 'oy O!' "'Jsi!i,l" ,·,:tor.. DC ,,', to Dofeneel'lent Corporation -~ oor];, unci r.ntl ~'Jw::'O~·Cil€: ~:;,: 01' o~, having 1 ts pr in 01'0 at 811 ~ el'U~On t flve ,,:'; 0 t.:; o!'"e s~lingtc'n t'p oy aoo Q e to IlP ell loieht. tit.l.tl '·;ud lut 1n t\" to nn i.-ty l;~at:1rc:! \::y tr~ :~l'~ntnr unddr thEi '('(JIg d'-eds ead uy;;nuo:,;: .~{ ,. .. ' .... . s: i ~. ',. ...... '.-.-~ .... -.. ''';' "'y,o:. ...,. :....:........-.... _--:..-..-_ ..... __ . __ ...... _ ..... _ . ' .. ' ___ " . __ .4._ '\ "'::' 064--2 1. 1)t;.:\,;d e;·:ed un .Ten 1j llJ./-&.5, L7{."Ch~ ~jni t~c ::t;;!,U3 I..,~" !~"\arice, 8"tln~ by ond throut.:.;; the. ,-;et!y f..~' :;·~m[ner~~ unf.\J.r ii.at r .. y 1:'irtus 01' euthorit:1 ~ ntd in er;. i'ct CJf Von~~r"3s epl,1'O','<:!Q ;"bI' 1'.7 1942, '\ .lr.1icl,;;\~506-?7ttl -.;(.;!!,~ress\ 15 .3':;. 606-") <;(; ·'econ:'\\,ruc :;ion ,.'il" -:' e Jorpor~tJ:.:;n, r·eo 011 Je!1 25 19;.5. l.n~,he oi',~ 01' tn .. , >;U'.: of XC'II 1 '~vo1 2303 D:' d PI'. lCo, lln -=U.C; i:u liu ~USt:~ 3.b-kJOb2.: '.l'he int. ~n (·.f 't!1e ..... S of e in such i ... ~Y W:~S cq\;lred .... ~., conr~ ';)cdgs ';;('1 '3n~ktle~~ 1t United .;.'tates of l\r~erice, 'JS l~ertG5:l ]J;;r ... els 01' ltJn~: in ... , k 0 ',v,And Ue~erine"osE' ~.·ulot, et 031 .' dock.et :,0 ';'cO in the'" .. I 0~striDt vourt in Bn~ for th~ ~o=~h~r~ Wivision ci ~he ~~ster~ i , .. 1u trl:-:t O~· ~;lJs!.:i!l~t.(Jn, C(}~'til'i6a. (lC::;,; O~· tPf.l " jud;;t on ~:.o ~(;cln / of c9k1ng ~ll~a vul 1 194~, ~clDE rea dul 10 :u4~, in t~a ~r~of " , tr..e Bud c~ k ('''I in '101 2245 0, d ~;':', bl~" :;uoi'11',i,:o 3;99762 . ...::....--.. --( ; 2.Uecd ezed on;sn 19 1945 uy t~e Unit0d ~tDtes of A~~~ic8, pete, I l:ya.c.o. througl! the secy ofUo!llClerce ·.'.coel' enr) l;y vi:r.zue of t;lutr.t;r I i cOIl7t81!:!e~in .4a t ?l.'Co 15 11uBress app·S"c f6ea ;,~8r:!.'l 1942, r.uHio i.e"; 506 -_. 7th ';OU,,!B53\ .S. (i. 0 -Dj to "eoollstruotion :rlntluc6 vo:tpo!stlon, reo on .reb 9 .1945 l~Ofcofthe sud O:i.' kcw, in , . ,~ol2308 ot' d pg 191 Bud file No e'fj: 086 1'he into~'the J So! II 1:1 .'\ suah ptj" \liSS .coQu1red ty,coILd pogs;ntHlGd "Un1i>ed 'Jtlltes OJ. I An:.erl0 a 'V uing COlmty I et a1 t! dool(st,·;o 7 4~ in tllel1 S 'Dist fi:ollrt ! 1.ii:sn.d for:tho l'lorthernDiv:!eion ofthei,estern District of Waal'iing,ton, , ,'Oertified -llOPY oftha ".rudgrnen" Oatermining Just CO:U!Jensation sn U . );eo1'e.;··o:l: Appl'Ol,)rir tio!l" enti ilug 5 19~!"J being t'tlO ;)60 4 1944 1· ';;,n the· ofoonhe >;:1d ot kcw' III vol 2239 UJ; d pg ~2ah !oud l'ih' No 13432463 . . ·::;1ww,'fp··has c!lusad th.s deed to be Bead vy its trees Bnd S60Y , .and t)Je .... se.el.ol'slS corp to be hunto "t:x .~/ ..corp 51 t<eooostr\\otion F1aono~ Co .... poretion ';1.",,-,,, ::, i, i, ' ... ' . . '. by K ), Mul.l1 e,1B n tree:: I, ~.> .. ' .. ' ... '" './ /'. '. ettestA',T·Hobsoa, sea:; -I . <.:;ity,:':.of';ashl.ngtoQ, District of \Jolumbi3. on· eb 24 191..5, oy b il '. ::,'"> i ' ~1i1'ltgBn, ':;'nd .A ,'l"HCbSOll,··. t.rE7-end s<:!cy of s d corp corp :,.arm '. 1 b,et..:-)Seln~:c.a;ub8nk' n p Dist:o:iot o1'Columbie n 5 J:lIl ;0 1949 'I'::"~) \ ,'~2d-i;y.·D v~eele~.'?r;20:+0 0 ~~_ st 7it , ,.' / / ';_ ,~:}~\' _ \' -.... <,,<;A ("'OR} ,/~,,/ // _-. ··:1~~',"~~;;/i:/t~..f;~ / '~ . A,\ erC/ /. ( v{'7:.:' 1eQ~,' I ' ~.:'~e;j,)1'lYiw/!f/fr.~ .. '-'1,,-fJ-~ P . . .... ~' V I!r..-.Mj, "J£~":-" ,7j~7;f -;t; </ 5';,7 2,~ +.' / .... L c-A' -i~ t) -/d .:L.~. ~~,::if.>f . "".. __ ,-. #,--L G~"" ~.. r "",,/ r:.;.,. J 1..' / ./,/ " ',II // .,.."='-'"'" ,/ If '/'~ /' / ,:'9<J7:. ?'1{, -~' __ L/.~' I v:./'/ \ ~ ..... v:;Y'-~ ~ _ r 1& ),-';.1£ r /<Z' ~ d_";J.-''!.';:; ~~-;-.5.,.~.:;) _,', V ~ '-_, __ , ~" '.,.., , ..J..?~-.:-.... ./ . . ... /_ '"\ ,,", ...,? .r-'~7 ,.,'// )/-;...) •. ,,:,'1 ~-..J ...... _,"'" I l"" '., • t.~e....,::.i' , ., , \ • " :"J_:::/'" " I.' I J I ': -,.., & 11 .\.. ~ /,.~~'\.t..J ... t.: .. -c -/, 7 lC.l~~"(."). . ;r' ./~ \" .. '.' . County of _ltl1!!i ..... ___ ~ __ _ . ~.~ ~ ~'!'I'" . FOR AND INCONSiDERAT~~,·~.WD ~f ;-....... Aimdr.. (L~_ ). me re~~!ft;:61 ~,~i~· heret.; ~~ledFd, .. ';"". ;: . . .. ~," ' .. :-;-, JobQ W. Houa a1ll' Ytolat.~:iIoa6a, ,~::irtfe. ~ .... :;" !; .. ':', .. :' ~~i-.: " .. : . ..:: ThirtJ'-Stx .• pit Iip/lOODoUara hereinafter re~md to .... GJUlIrIrii<C.dler::.··.at more). doe~ hereby 8Jllnt .ad c:oaweyco OLYWPIC PilE 'LJNE COMPANY. a Delaware corporeiO.ia;:1mh a:P.ittaiit to do bcs~s·iII !he State of.W.ehiqtoit, ·;ttaucce,,- and •• aips. hereiaafier.releneol cO ."~!die iipra ol'li'.y;·euemeDta· 8adijltj~@,e.i~::c:~t; .. 1IIainWft, oper.te •• it, ~ce;cffi!ti'._:che:.~::;~;.nd re~~.!u 1I'b~~:ot iII~. '~:. ~. . .-' .• :. for me Iran. . ticioOhil.aa.~-,tIiiC[.~;~~-:ilW:reof, -Wiitir~'Or-aD1 other. triU;'~' .-. heel: ' . • atte •• aiy fi~s. ~.,·~( •• ;'i~t~ cathodic jii'Otectioli deviCea; 8iIiIi~t1ie rr;Jl\3o ,.., . the ri&M of ore" clear ·of tree*;IinMrbtu~; bul1i!i~" .nd ocher :obstructiOn" al-.'.~ to.1if~ •• lec"ib1 Grantee. on, over. ~~;O'~·.aiibr~-ttre'~,;,U~tqdeacribed ~r~'lituated in rite ~ of _____ _ ~_ • State Of ·" .. bia&toa: - Vut half of til. Sout~~ ~~~er of Hortheut qurter,f S_~~,~tU, of SecUon 4. l'owIUtbi.p 231ortb; JA!ItIe S laat, V .... &ICIPf,the .. 111 U2' f .. t of the NOrth' 330 r..t thai-Nf ~·JIIimft.w lortb 15 feet theieof' for COURty roaol. -'Vo. Kr-178 RJGHT OF WAY THE STATE OF WASHINGTON C~~M ____ X~i~ng~ __________ _ ,..OR AND IN CONSIDEIlA TION 01 the aUlD of On. lIych-ecl .t: lOll" (I 100.00 ), the receipc of wbicb 1. hereby .ckaowled,ed, John W. Honea aDd hia w1te Violet R. Hon •• 12815 SB l06~treet Ret on, lIash!Dgtoll ~ herei.lter referred to •• GRANTOIl (wbether one or more), doe. bereby 1fUI' aad CRYeY to OLYMPIC PIPE r-LINE COMPANY, a DeJaw_ CorparatlOA, .ith a jlellDlt to do baaille •• ia the Stare of 1Va~, ita .acce .... • nd a .. ipll, betel.lter referred to .. GRANTEE, thft r~ca 01 way. eaaeme~ .... prlyllep' to COGDtIUCf, mOarlia, operate, repair. replae., chaa,. die .Iae 01, aod temDft Ia .. bcole or 1 .. ~. :,'~!" I,!,,!, ,... ~pe 1iae., for me traaaporudoa 01 oil .ad I.'. ancl die product. therecl, .. ater. ,If aay other fluid or .ube_ce ... Ifl. the &wces.uy fitda,., flzture., 981ft •• IFPVteaaacea. and cathodic protectioa dnlcea. and !be rIsbr to malatalll the rilht of way clear of tree •• ldIderbruab. ballclia,.. aod odaar obacructiou, alODl a route to be aelec:ted by . Gtaaree, on, oyer, aero •• aad dar. die IoUowiq de.cribed property .icuate<! in the County of KiDK • Slate uI W •• hiqtoa: The Weat haU 0'-the Southweat quartezo of the Northeast quarteZ' of th. Southeast quarter of 8eo1;1011 4. 'l'o1lllllhip 23 North, Raage 5 III&t, " •• ~. moBF"-' ~lle vest '32 fee'l: of the North 330 teet thenof &Dd. BICBf'!' tlre lIori:1a 15 f~;;t i:1aereot for oountT road. ..~ :: .... :~.. !'I. ~.,: ,r., :'~.f .•. 9.~.~:~>;:·- t r; .:., ~. \ .• together .. ith the riabt of iqre •• and egre .. ID and &_ ,aid Iir.e or JiIIe •• Gr_ .baIl aft the ript 10 f1aIJy an aod eajoy the .boYe deacribed premise., ezcepc .. to the rIsbtl he:ein pOled. Grantee ape. to pay lUI}' damaael which may arIae ID c:ropa. cinber. or fence. cl GIaator. re- aillriaa froID the exercise of the riPtl herela .... ted •• ald a-ge •• if ooc m_Uy apeed apoca, 10 be_eft- tained ,ad determined by three di.iatere.ted pera_, one thereof to be appolated by Graator. one by Grultee. and the third by the tw ... so .ppoiatecl, and the written .ward 01 lucb duee pu._ .ball be flaal and coac1111ift. Should-1IIore tbaa one pipe liM be laid ur.der mil .,.nt. at III}' time aad 11_ time to time • , f Uti ..... oop!lct-eraUop ,ball be paid for eacb Pipe Jioe laid after the rJllt I It ;s aSteed that III}' paymear due bereander 1liiY be _de dim:t to Grulton or aay one of them. Anv pi,... line coaatnacted by Grantee. ita aucce .. ora or a .. il"s, aero .. lanels uader cultiYltion It the time of constrUction thereof, aball be buried to such depch a ... ill DOt interfere .. Ith ordlaary ctdtiYltion. The rishts 01 •• Y. easemenu and ~iYileae' hereia !fIIUf'': are eac;' divisible and are e.cb auilnable :If ro-ansferable. in wbole 0:-in part. The rerms, cooditions. and prM'isioal of thi' .,aat or any contrao:t re.ultinl frOID the ezerciae thereof shaH e:aead to and toe blndlal upoD eM hen, I_tom, ad ... b>ilitrator., per.oMI repreunlative., auccesaor., .ad as.ip. of the parties bereto. IN WITNESS WHEREOF, me Grantor baa eze=uted thi. in.trumem tbi. 3 i i I I j , 1 l ! i 1 • I ! ~ , I ! i I ! -\ I ---' ACUWWLEDGEMENT Of CORPORATE GUN'rOR STATE OF .A~INGTON ••• COUNTY OF ______ _ On lhi. ________ day of ________ • 19_. before me. the und·r.lv.eo &\Iollry Pub!i~. perlonally appearea .Dd ____________ _ 10 _ known ro be rhe Pre.ideM and Secrelar)' •. re.peeuvely 01 _______ .,....,_....,.-.,. _____ .,... rhc corporation mar "cCllred the withill and f_,olnt IlIIrnameor. aDd acbowledpcl tile .. id iaa_at ro be die free aDel T .. 1uraIJ act aDd deed of uid corporadon. for rhe ••• IIDIl .-,_c. cberelll lIICIIdMCd. __ 0tI oath .rared dlat dley are authorized to exe· cure che •• id laauumellr and chat the .cal allUred ia lhe cCllporale Ic.1 of .aid CorporarlOll. WITNESS my baDel and official .. al aff1aecl the cia, aDd ,eli ill tm ~ertif1c.!C .b_ writ!Co. Sl'ATE OF WASHINGTON ••• COUNTY OF __ KlIo.iI.lDIIoIC~ __ _ Nou!}, Pubiic III aDd for die Scar-. of " .. hlllplo. reaidill, ae ACXNOWLEJlGEMENT OF INDIVIDUAL On cilia day pera_U, appeared belore me Job V. Jlbnell aDd nola't A. Bgn.a· • co be Jroo.a co be the iDcIiTldualr~) deaccibed in and wilD ezeClllCd the withill .nd foreBoiaa iaacrumeoe aDd acbowledaecf dlae 'they .iped the UlIIC a. 'their- &ee and TObUl~ acr and deed, for ctc a.ca aod purposca therein mentioned. ACKNOWLEDGEMENT OF INDIVIDUAL STATE OF wASHJNGTON II. COUNTYOF _______ _ On chis day personally appeared before me .Dd -_________ • to be bcnna to be che individual(a) described ill and who e~d the within and fore,,,iII, iIIlUWIIenr and Icbowledaed chat aiped cbe .. _ aa _______ _ Cree and TOllIIItar)' ace .nd deed. for the _a and parpoIC' rfterelo menticmed. GIVEN under my hand.nd officia: ... 1 chia _________ da" of ________ • 19_, 01.. YMPIC PIP:: UNa c:or..ANY. t;;/O JeHU. A_DN1U ' '.'0 " .... AV&N.& .. I!IELL~ WAeH. _ RECORDED Notary Public in aiid for the Scare of iil:iiiinaron~ re.idina Ie ...... OF. _ ........ .. .. ___ .. ;;E(Wi::~~ .: 'II13JA 15 PM 12 Ct4 DIRECTOR P.ECORDS & ELEeTl,iI"$ KING C()CtITY. ".,:. SM, ;, . NE ~ SE ~ 04-23-05 " C.1.SALTOFF"Ab.Nd 349! l~\ I:: ----~ ;----C 1:010114 -viii: ~:~ I,~ I 1 .•• , \i\ , ~~ \ I , In' \ I~ , ~-i' , \% ~ o~'§> \ , , \ \~ I , \ II , I , \ .95 AC \ ~f \ II03D , I \~ , 042.306 I I \ , \ ~ \ , , , .. \ \ , In .. \ I '# , \ o;~' , \ \ , ~ \ , , \ 1 . \ \ ~ 1 \ I , \ 1 I \ \ , , OAt , \ \ , s \ \ 1 3.85 A( 2.~3 AI: _I 1 IIDSI 9Cm 1 \ t. ~" ..... ....... PACIFIC NORTHWEST TITLE Order No. 563279 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N .... _ ·0 • ~I . .•. .-·oU , DEVEL.9PMENT PLANNING CI , Y OF RENTON SEP 282004. RECEIVED I:G ~ ; \1 ~ I\n~ MAY 2 6 2004 . ~ \ DATE: 5/~0Lf· . I Z .;".'~; Co~struction Services, Fire prevlfipn, Plan Review, EDNSP, Project Planner .- TO: FROM: Neil Watts, Development Services Division Director / SUBJECT: New Preliminary Application: ~r.d-OYJj-Jh,y-j-r/.or ( q )..0,0) LOCATION: 3715 Nt I?(ih-Sf . PREAPP N·O. ·Pf2tQ4 -0&& A meeting with the applicant has been scheduled for· ';;,'cxJ pn , Thursday, . if VVY\Q 3~ , in 'one of the 61h floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 11 :00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major Issues that must be resolved prior to fonnalland use and/or building permit application.submittal. .. Plan Reviewer assigned is _---¥I.OC:=-______ • before the meeting. Thank you . . y~ ()".lImflls 4tkL/· ~dt -;;~/of ,'. H:\Division.s\Develop.ser\Dev & Plan.ing\Template\Preapp2 Revised 9/00 ' ., DATE: TO: FROM: SUBJECT: CITY OF,RENTON FIRE PREVENTION BUREAU MEMORANDUM May 26,2004 Jennifer Henning, Principal Planner Jim Gray, Assistant Fire Marshal rJ $ Sunset Crest Short Plat, 3715 NE V~th St. Fire Department Comments: l. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single-family structures. 3. Fire Department access roadways require a minimum 20 Foot paved roadway with an approved fire department turnaround. See attached diagram. 4. All building addresses shall be visible from the public street Please feel free to contact me if you have any questions. · FIRE APPARATUS ACCESS ROADS RENTON FIRE PREVENTION BUREAU x '1:2.1;-1/30-7000 .~ ............................ .............. ............. . l 45' ~ 1 1 c(! ~ ...... ......................... ....... \J' ~i ~ '\jllt~~llIr - :~~~~~~~~~~~; ~:~~~~~ii~~~~ ·0· .e. e ............... . " \ DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM , June 2, 2004 Jennifer Henning Arneta Henninger X7298 fl/~ SUNSET CREST 9 LOT SHORT PLAT PREAPPLICATION 04-066 3715 NE 19TH ST I have reviewed the preliminary application for this 9 lot short plat located at 3715 NE 19th St in Section 4, Twp. 23N Rng 5E, and have the following comments: SEWER: • There is an 8" sanitary sewer main in NE 19th St. • This project will be required to install a sanitary sewer main extension to serve this plat. If the applicant and engineer intend to tie into the main on the south side a full geotechnical report will be required prior to accepting the design .. • The applicant needs to show how the new lots will be served with sanitary sewer. • Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. • The applicant is responsible for securing the necessary eal?ements to serve this plat with sanitary sewer. • System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. WATER: • This site is served by the City of Renton water. • This site is located in the 565 Water Pressure Zone. • There is an 8" watermain in NE 19th St (see City of Renton water drawing W 2889 for detailed engineered drawings). The static pressure at the street level is approximately 58 psi at the street level. , 'Sunset Crest Short Plat Preapplicf' ·~n Page 2 • This project is required to install an 8" watermain and service lines to serve the new plat including new fire hydrants. • All fire hydrants must be capable of delivering a minimum of 1,000 GPM. • Fire hydrants are to be located within 300 feet of each structure. Any new construction must have a fire hydrant capable of delivering a minimum, of 1,000 GPM fire and shall be located within 300 feet of the structure. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. This distance is measured along a travel route. • Water System Development Charges of $1525 per each new lot will be required for this project. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. DRAINAGE: • This project lies in the Honey Creek drainage basin. A storm drainage report and conceptual drainage plan shall be submitted with the formal application. The storm drainage plan shall be designed in accordance with the 1998 King County Surface Water drainage manual Level 2. • There are storm drainage facilities in NE 19th St and also on the site. • The Surface Water System Development fees of $715 per each new lot apply to the proposed project. The Development Charges are collected prior to the issuance of a construction permit and prior to the recording of the short plat. STREET IMPROVEMENTS: • Per City of Renton code projects that are 5 -20 residential lots in size shall install curb, gutter and sidewalks and provide full pavement width per the standards along the full frontage of the parcel being developed. • Street lighting per the City of Renton standards and specifications is required to be installed along the frontage if not existing and on the new cul-de-sac for a 9 lot short project. • The new intemal street shall be developed with a half street improvement, including the dedication of half of a cul-de-sac. The right-of-way for the half street improvement must be a minimum of thirty-five (35') with twenty-eight feet paved. A curb and a six foot (6') sidewalk shall be installed on the development side of the street. The City of Renton code states that if the street will require a cul-de-sac, which it does, then the· right-of-way for the half of the cul-de-sac shall be dedicated, with installation of a temporary hammerhead turnaround. The conceptual utility plan needs to show the installation of the temporary hammerhead turnaround. • Additional right-of-way on NE 19th St may be required to be dedicated. sunset Crest Short Plat Preapplicp·'on Page 3 • All new electrical, phone and cable services and lines must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • The Traffic Mitigation Fee of $75 per net new average daily trip (approximately $750 per each new lot) shall be paid prior to the recording of the plat. GENERAL: • Submit a conceptual utility plan with the formal application. If you have any questions call me at 430-7298. • 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. • All plans shall be tied to a minimum of two of the City's current horizontal and vertical control plan. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. SUNSETCRESTSHPlPA . . DATE: TO: FROM: SUBJECT: CITY OF RENTON; PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 3, 2004 Pre-Application File No. 04-066 Jennifer Henning Sunset Crest Short Plat General. We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification andlor concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board 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 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 $55.00 plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The 3.84 acre subject property is located south of NE 19th Street, at its intersection with Redmond Avenue NE. The applicant is proposing to subdivide the· site into 9 lots for eventual development of detached single family homes. Two tracts are also indicated as follows: Tract "An -Sensitive Area (steep slopes and stream); . Tract "B" Drainage Pond. The project would be accessed vi~ a public % street from NE 19th Street. The residential lots would be developed on the north portion of the site, as steep slopes and Honey Creek constrain site development to the south. In addition, high tension electric transmission lines and a gas pipeline are contained within an easement on the western portion of the site. The parcel is currently developed with a single family home and outbuildings. Honey Creek flows from east to west across the southeast portion of the site. In addition, sensitive (25 to 40%) and protected (40 to 90%) slopes are present on the site. Zoning/Density Requirements: The subject property is located within the Residential - 8 dwelling units per acre (R-8) zoning designation. The density range required in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac). Net density is calculated after deducting designated critical areas, areas intended for dedication to public rights-of-way, and/or private streets serving more than three units from the gross area of the site. H:\Division.s\Develop.ser\Dev&plan.ing\JTH\PRE-APPS\preapp 04-066 Sunset Glen.doc\cor · . The property appears to contain areas to be dedicated to public right-of-way, and tracts for environmentally critical areas (slopes/stream -Tract A), and drainage pond (Tract B). The square footages of these elements were not provided with the pre-application; therefore, net density for the proposal could not be calculated to determine compliance. The applicant has provided an estimated density calculation of 3.64 dwelling units per acre, for the 3.85 acre site, which is less than the minimum required density of the R-8 Zone. Minimum density can be waived due to environmental or physical constraints; and would likely be supported for this site. For the formal submittal square footages of all dedications, critical areas; etc. must be provided to calculate net density. Development Standards: The R.;.8 zone permits 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 zone is 4,500 square feet. A minimum lot width of 50 feet for interior lots and 60 feet for corner lots, as well as a minimum lot depth of 65 feet, is also required. Lots on the turning circle of a cul-de-sac must have a minimum width of 35 feet. Each of the proposed lots appear to satisfy the minimum size, width and depth requirements of the R-8 Zone. Note: Proposed Lot 9 contains a portion of an easement noted as Defense Plan Corporation Easement (Recording No. 3338784). This easement includes electrical transmission towers and lines, as well as a gas pipeline. Note: Staff suggests that the applicant consider revising the proposal to align the public street with Redmond Avenue NE. The access would be flipped to the east. boundary of the plat. It may be possible to coordinate with the Dalpay Estates Division II plat (LUA-03-125, SHPL-H, ECF) abutting this site to the east in the development of a public road that could benefit both properties. The Oalpay Plat has completed it's land use hearing, but an appeal has been filed. Regardless of the adjoining plat, the applicant should consider revising the layout to create 3 tiers of lots. Lots 1 through 3 would front on NE 19th Street, while lots 4 through 9 would be oriented north/south and achieve access via a private street that connects to the new public street. See attached conceptual plan. 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 two stories. Detached accessory structures must remain below a height of 15 feet and one-story with a gross floor area that is less than the primary structure. Accessory structures are also included . in building lot coverage calculations. Setbacks -Setbacks are measured from the property lines to the nearest point of the structure. The required setbacks in the R-8 zone are 20 feet in the front, 20 feet in the rear, 5 feet on interior side yards, and 15 feet on side yards along streets. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages H:\Division.s\Develop.ser\Dev&p\an.ing\JTffiPRE-APPS\preapp 04-066 Sunset Glen.doclcor which access from the front yard street for those streets created after September 1, 1995. . Note: For any lots accessing from NE 19th Street, the front yard setback would be required to be 20 feet. Any lots accessing from the new internal public street would be allowed to have a front yard setback of 15 feet for the primary structure and 20 feet for the attached garage accessing from the front yard street. Access, Parking and Circulation: Each lot is required to accommodate off street parking for a minimum of two vehicles per lot: In addition, appropriate shared maintenance and access agreement/easements will be required between lots with shared access. Private streets are allowed for access to six or less lots, with no more than 4 of the lots not abutting a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of paving. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. Addresses of lots along private streets are to be visible from the public street by provision of a sign stating all house numbers and is to be located at the intersection of the private street and the public street. Driveway Grades: The maximum driveway slopes can not exceed fifteen percent (15%), provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance from the Board of Adjustment is required. Driveways must be setback from the side property lines a minimum of 5 feet within the front yard setback area. Sensitive Areas: Based on the City's Critical Areas Maps, the site does appear to contain substantial of steep slopes on the southern portion of the site. As required by the City's Critical Areas Regulations, a slope delineation indicating the location of "sensitive" and "protected" slopes will 5e required as part of the formal land use application. City records also indicate that portions of the development contains sensitive slope areas ranging from 25 to 40% in grade. There also appears to be areas of protected slopes (40 to 89%). Pursuant to the Renton MuniCipal Code (RMC4-3-050J) the applicant would be required to obtain a geotechnical report stamped and signed from a Geotechnical Engineer stating that the proposed development is suitable with respect to the current slope conditions. In addition, the report would need to address any special construction requirements deemed necessary by the Geotechnical Engineer. The report should include a slope's analysis identifying the slope percentages throughout the subject site. Through the short 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 studies. In addition, pursuant to RMC section 4-3-050.J.3, the geotechnical report submitted with the application will be required to undergo independent secondary review by a qualified specialist selected by the City at the applicant's expense. H:\Division.s\Develop.ser\Dev&plan.ing\]TffiPRE-APPS\preapp 04-066 Sunset Glen.doc\cor This parcel also contains a portion of Honey Creek, that flows from east to west through the lower one-half ·of the site. A habitat study and flood plain analysis will be required as part of the plat submittal. Permit-Requirements: The project would require Hearing Examiner Short Plat approval and Environmental (SEPA) Review. The review of these applications would be process concurrently within an estimated time frame of 12 weeks. After the required notification period, the Environmental Review Committee would issue a Threshold Determination for the project. When the required two-week appeal period is completed, the project would go before the Hearing Examiner for a decision on the Short Plat. The Hearing Examiner's decision, would be subject to a two-week appeal period. The application fee would be $1,000 for the Short Plat and % of full fee for SEPA Review (Environmental Checklist) which is dependent on project value: less than $100,000 is $200 (1/2 of $400.00 full fee) and project vaiue over $100,000 is a $500.00 fee(1/2 of $1000.00 full fee) plus firstclass postage (currently $0.37) per mailing label required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Short Plat approval is obtained, the applicant must comple~e the required improvements and dedications, as well as satisfy any conditions of the preliminary approval before submitting for Final Short Plat Recording. 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. • A Transportation Mitigation Fee based on $75.00 per each new average daily trip attributable to the project; • A Parks Mitigation Fee based on $530.76 per new single family lot; and, • A Fire Mitigation Fee based on $488.00 per new single family lot. A handout listing all of the City's Development related fees is included in the packet for your review. H:\Division.s\Deve\op.ser\Dev&p\an.ing\JTIDPRE-APPS\preapp 04-066 Sunset Glen.doc\cor · ~ . SLOPE ATLAS ----Renton dity Umit.o D5 PIBIPW TJ!CHNICAL SEllVlCES 111" to U.99X _ ."" to 89.99" 06108101 ''-':''''',,",.,.-., 211" to 39.99X _ >= 9"" 4 T23N R5E E 1/2 S304 CITY OF RENTON· ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: May 27, 2004 TO: Jennifer Henning !UfJi/ Rebecca Lind FROM: STAFF CONTACT: Don Erickson f SUBJECT: Sunset Crest Short Plat, 3715 NE 19th Street; PRE 04-066 The applicant is proposing to short plat a 3.S5-acre single parcel into nine single·:family lots. The site is located on the north side of Honey Creek and its southern half contains slopes in excess of 40% draining into the creek. A feeder creek traverses the southeastern comer of the site. The applicant is proposing to develop a "half-street road" with a 250-foot long cul-de-sac to provide . primary ingress and egress for the site, however two lots will have a private driveway easement. Besides being impacted by steep slopes the site is also encumbered by a high-voltage power line easement· that further reduces its developable portion. The applicant is proposing to place approximately half of the site into a sensitive area tract. The site is designated Residential Single Family on the Comprehensive Plan Land Use Map and is currently zoned R-S, eight units per net acre. Relevant Comp Plan policies are attached. Analysis: The applicant estimates the net density for this site to be 2.45 units per acre, which is well below the minimum of 5.0 suggested in Policy LU-34. We would support an exception to the minimum density in this case because of the site's steep slopes and extensive power line easements. Consistent with Policy LU-35 all lots are larger than 4,500 square feet. Because adjacent parcels are vacant there does not appear to be any impact on privacy or quality of life for nearby residents that could be rectified by different lot configurations (Policy LU-450). With a potential population of 23 residents living in this plat at full development staff believe that it will be important for the applicant to install curbs, gutters and sidewalks in this larger short plat (policy LU-70). Because of the geographical constraints in the area staff support the use of a cul-de-sac in this instance. Recommendation: Support this proposed nine-lot short plat. Attachments cc: bon Erickson H:\EDNSP\lnterdepartInental\Development Review\Preapps\Comments\RS\Sunset Crest Short Plat.doc\cor . , . .j" .', • RELEVANT COMPREHENSIVE PLAN LAND USE POLICIES Residential Single Family Policies Policy LU-34. Net development densities should fall-within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-3S. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. /' Policy LU-40. New plats developed at higher densities within existing neighborhoods should be designed to incorporate street locations, lot configurations, and building envelopes, which address privacy and quality of life for existing residents. Design and Improvement Standards for Residential Areas Policy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be arranged as an interconnecting network. The extensive or predominant use of cul- de-sacs and pipestems should be discouraged for new development. A "flexible grid" pattern of streets and pathways should be used to connect adjacent and future development. H:\EDNSl'\Interdepartmental\Development Review\Preapps\Cornments\RS\Sunset Crest Short Plat.doc\cor -. SEP 28 2004 RECEIVED I "~ITY OF RENTON 1 055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-119 Payment Made: 09/28/2004 02:23 PM Receipt Number: R0405256 Total Payment: 1,500.00 Payee: J & M LAND DEVELOPMENT INC Current Payment Made to the Following Items: Trans Account Code Description 5008 000.345.81.00.0004 Binding Site/Short Plat 5010 000.345.81.00.0007 Environmental Review Payments made for this receipt Amount 1,000.00 500.00 Trans Method Description Amount Payment Check 2176 Account Balances Trans Account Code 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 604.237.00.00.0000 5955 000.05.519.90.42.1 5998 000.231.70.00.0000 Description Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Remaining Balance Due: $0.00 1,500.00 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 , C , , ./ l ,.' ! R-l, 1 J s E5 -9 T23N R5E E 112 D5 - - - -Renton dity UmitIO 4 T23N R5E E 1/2 S304 '··1' , DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0. AREA=4416 BOTTOM: 423.0 AREA"!' 1976 SF' VOLUME PROVIDED: 15980 CF' VOLUME REQUIED: 14554 CF' WATER QUALITY: WETPOND BELOW DETENTION STORAGE . TOP WETPDND ELEV: 423.0, AREA.. 1976 SF' BOTTOM WETPOND ELEV: 419.0, AREA-600 SF' VOLUME PROVIDED: 5152 CF' VOLUME REQUJRED: 5127 CF TOPOGRA.PHY ""NO BOUNDARY SVR\IE'Y B'r.' ~Centre '=.~:.":r = --Pointe ("" 111-'''' Surveying A PORTION of the S.E. 1/4, 23 N., RANGE 5 E., TYP, INTERIOR PLAT ROAD HOT 7l) SCALC Ii, ~ . i ~ z . i!! ~_qi-l.~ 0+00 '+00 2+00 J+OO PROFILE -INTERNAL PUBLIC STREET leAL£: HORSZ.: '-.40' \IlRT.1 1-.4' i GRAPHIC SCoILE t..J t..,.,. t.---,. (.fIn, 1_ ... n. o z a:. ;!;;j w~~ fI~ ~~i~i 01': :t~ Zsiti~ w&&~ ~ rr'l!"l~ W'" o W « , "-~ ~ ~ "-:J Q:: 1::" o ::;,'" OJ ~ ~~ "-O~ t:1 ~...,~ ~ ~;: :5"' ~ ~ &l a.. .... ~ ! ~~ ~Ii ~~ ~i! ~~ ~~! ~ ~ "" -L- " -L- A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., ~ , 11'~.ru' .. ~ RANGE 5 E., W.M. ii5~ ·1 S'lau:ur 1':'":fII' 'l!.l! !;!a!illl !t~ ", ~:iliil:UI jt! 1" " ~. ~ ifi1, :nll'l,'!IIul 'M' & II' ili Ii 2l\UI .:~ :I~1 a~ "(" Ij!"'"'" I L =IO"'l~ s: ,':J, "'"RrMif-' I '.''''-'';'(117: 8&~'tF'l.:.-S!!'-T-"." ~~~.i.~;~"';-';~: .".....~..i))Jl!!LiIlJlJ::~ ',-__ .' 1q;" a _.11 :!"· ... ·;1\~-·NOr"ibouL1i ~ _11 ::I:. -=-:'i!:=~-=::7= -.;....if . =;~~~~fot'7' '(~" '~~"'!"1i~::i€~:fi~ ="-~~---r::=,"~_--,:~ .. "', "'1 I I, ..... -" =~ I~ 3\.0 , ,!ro.o T;!)-Ol--1':'._1 ..... -. ..... ,.-,,~ 1-" I I I~ --~;" tV ~ ~~.~DL. '~II"I"' : ~"\ I ,Ii'iflfill" !" ~ :----1 -,'f~-·:('f------1':1:1 ::... ""'.,. ~ , )\ ,/1. iIIe" /,1 'I ,', ,', 'I .,~,r.:., \\ r ',; ,1 \,.r.,,~: 1->" ": '!'J : t~ .. L, Wi • ..J,,, ~,/" \\ \ \\ ,,\·t' i ._, .. _" ; !~: \ 1:\;--rdfL,:~ ~_==_~_J I EASEMENTS NOT SHOWN: \\ \ \\ I "," t r-i~~-Ho.~t-~.9·--1 ','~: ~"\ \' \/ / I -q : l'1""~~]'T'--------' 1 \\ :' / " j-'-" '.' \ 5 ' \ \ \; / ') , L..J"r: -..!." : } .... " i: __ ) ~ "~" ~ "\ ('\:! L. --=,~::rJ_~ __ L __ ~\_:~ I::::-""i~~ -I i\ '..-"; ;1' /~---:~~---r , t. . 0",." " I \~ ,/ \ \ 6 \ ~.I .., ,-II', \ 'II r" ) I "1170 SF '\ cI , ..... ,_It,/ ~'~ '1' , I ( \ -ItlIO _ -...: \ II. ~ I \ \\\ '\ ~\ . ' . ; , '-\ / :-jf::5:::~ \1\ i" "\ U\ ': ~\, i-",/ \.J"I :~' ) ;\~1~' "~'I \ ,,~\,\ ~:o~ ___ ;;..-" c-')-50-"~~W-/ " ~"'W::' ~\"""-II!l'. ~:. ~I,: i I ,>-,,;;'~ -.:::-_ __ 1. ,/ /' \--.~ \ '-'6;6\5r.:,t /1 --_ :--::::..::::-'.:,. .... ,./ ./ • , -'.'!.I:!l1L!J.:__ : J 1:'1. -, -'-.:: _ ~ :,-·~.:::'tIl ", \ \ ,---I Of. /1 O~t:-..... --:::)".."-f.::::"::-~ '~'\ • "'\ I !------'-)'~I /1(( .:::::.....:: ::?~S. :::: S~,,' , '\ \ . 1/ I·, ------:::-t ---__ .-:% '\ 1\ ............. -r" -11I1,Q;,j J/I;/:';!...--f.....:...--:::..7t:::.::::I_~::::~.fI> 'I \'~ L' '" iJJ-!m r('bC--±-:::" -I"::. -:::. ~ ' .. ',' '~.~ TRACT "sr l!i"~r:'DI~'!!\ I.'-::.:t:::::--:::J:;:-:::..-::::.,.,. ~ l' 20mSr ''//1: ~\ 1 \ \ \ \ \}.. \\dJ'~~~ SITE SERVICES SEWER: CITY or RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF' RENTON TELEPHONE: QWEST VICINITY MAP N.T.S. ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T,V.: COMCAST CABLEVlSION SITE DATA AREA: 167,622 SF OR 3.85 ACRES AREA IN STREETS: 15,227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 8B,020 SF OR 2.02 AC NET AREA: 1.47 ACRES PROPOSED NO. LOTS: 8 ZONING: R8 PROPOSED DENSITY: 5.44 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. OLYMPIC PIPE LINE COMPANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEMENT OLY~PIC PIPE LINE COMPANTY: "'~' 'D ~",:r DRAINGE.. POND /, , '1\ t '~<V'. ~\ \ r..:: -t= == -':I.::: -::: ~ \ ,,·'m,.../ ----J' ,'il'llil~i'1.l/i"I"+ .. ?' , , -'1/ I '110"1.1 //K . I,' '~~" -') !: ~ /.1, /1/' ;1//// I"/'I NOTE' ALL EXISITNG , " .\r'\ -I---:::-: .. =-:::--i· ':All' ji/' Ir'!/',I,:llj '1/, STRUCTURES SHALL BE , . -,,-N 1'1 ~!j~! "I,I,./;I.' I REMOVED \ : .. -j--- - -,: .. >-t.l~ ~T 'N I / i //1 1/1/ I~ \\~ , '~'~'Mj-'~~=~-'::: / ~'~;)~if,ii.%A>Jt ~' SITE ADDRESS: 3715 NE 19th ST. ASSESSOR'S NOS. 142305 9031 REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASE~ENT. TRACTS: TRACT A: SENSITIVE AREA: 88,020 SF TRACT 8: DRAINAGE: 20,772 SF TOPOGRAPHY AND BOUNDARY SURV[Y BY,' ~Centre :mat'1> 'ft" ...... '""'I W." WA. 0IlOO3 _ _ Pointe (103) "'-1101 Surveying i ~ '\ ---.----::: . _. / / '! I 1'111.1.' ,!!" ---pi----.~:: ---;..--:--...-:,/ / 111/ //1111 , · ~ -. --~ .--' ... , -... /' A' ;/.'/'1' "' \ I~ ".--::::~.:: =--::.../ ./ h/'ll/,;!;!!'!, r. ,I ,\ ' \. --:i~-::::,;:; ---> .II;;I(;~, ''i;jiJ II I I " ~~ -I .. : _ ..... , f: ~/I;I~;~/./J.' ',1·-'" :. ~ ---.:-;~ ~P~~i:!! : r: ,\ ;~~\~~ ~ ~ ;;;-,;,~:-~ii--;~;q~~1 I \1 '~' \~~~\?::'-/' /> /' ,''\/ /'/1//1/11 : "\L: \\ '\ \\'1W~"~?~~~~;/ \,}:f;~~#f 1 \, "~, ~ ~ /~/ fi~W!-iYhf' /I : \ --'t' ~_"b~, f·~-'~~ ~ v~~; . -------'1---; \ \ ~"I,,\I I (r/f,--;'l./,'',J \ \ l, .... \~~ I, I ~~/~/f ::-,::-::::~',::-,\ ~ ~-;.~~ ~~ \'1/1(, ,'I ::'";'i:.~··'" " '~ \ " ,,~~,~':..,-\/fr~//' \\\ ~\ ~:2:'; ~~~~jr!~ ~' '~8"-' \ ~ , ..... ,', -"=:-J},ij ,rr .. ~ &~ ~ , ........... ::::::...... /I I t .. ~tv. \~'~"~->!\.. ":;::;:!/.,I ~. '\'t>: "'~-== ~ -:...-' ,ft·.tr.·,-, ~~~:~~~ .. " ~.rr.rl_' LEGAL DESCRIPTION THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE S EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF ADN EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD PROPERTY OWNER. V10LET HONEA 3308 PARK AVE. N RENTON, WA. 98056 t GRAPHIC SCALE ~. J,;;'W i 'j --fill,...,., 1!neh_40 ft. (j Z ~ W g ~ Wo:;;;E::l ~;~U <.?~ .~~ ZS~~~ W~...: a"'"" :~!~ ~. ~& (j '" Q W <l: "'J C:"Q.. ..... « '" ~ cC ..... ..... S 0:: 0.", a ..... VI i3i~gs§ ~ 3~4J l<J., " ~ ~~ ",'" ..... bl ~ ·Ol ~ ~ ..... ~ Lj 2: as ~~ ~~; ~5 ~~! ~~ g~i ~~ ~~: :5~ II!l "~ i~ ~ ," _ 40' D£SIOI'I'Y:~ 1IfI-,,,,--"'Ll.- -,-1...- ~ -1...- A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE ~.-J T 'i i - ( 1ll1'E1!T) l1Dc:h_200tL C> ~ 1:: ;:1;.,., /Y ~_~~ w Q8 ''i' W -<:o;,:il '" z ~o>":g (5 ~ .;;-;;- Z -<:~~~ W ----g ~ 0 0 1Ilt::<:<: O'I~~)( -o,~ ~ a:- t-~ ~ a: t-.... ~ ~~ 3i '" ~s ... '" t;;~~: t...j"o'" 13 ~~ "Ill jl ~ ~ ~ ~ ~ t- i ~ I is i~ ~i; ~~ ~I~ ~I ~!~ :::Ii f 0\1 ..., OA1£: 9/7/04 SCN..[; ,. -200' DESlGNBY:~ DR'ftN.B'I':~ "'EEl __ 1 __ or _1 __ City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 90{9 There is an 8" sanitary sewer main in NE 19th St. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. H. RECOMMENDATION: Staff recommends approval of the Sunset Crest Short Plat, Project File No. LUA-04-119, ECF, SHPL-H subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 3. A six foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 4. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 5. Tract B (storm drainage) shall be fenced (no chain link if feasible) along its perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and deSigned to not interfere with site distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. hex_SunsetCrest L'f-. __ ( ... Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: OVERALL Point Number Bearing Description Distance 218 SOOo05'32"W 213 N89°09'55"W 206 NOOo07'43"E 214 S89°14'41"E 215 NOOo07'43"E 217 S89°14'41"E 218 Closing latitude Closing departure Closing bearing C19sin9 distance ' 639.88 W 1/2 327.35 Calc 1/16bh 324.41 south line n 132.01 south line n 315.02 194.93 Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area .< , , , , , , Sta .0+00.00 6+39.88 9+67.24 12+91.64 14+23.65 17+38.67 19+33.60 0.00847 0.00171 SII°26'18"W 0.00864 Northing 6921.21311 6281.33393 6286.10281 6610.51200 6608.77188 6923.79109 6921.22158 1933.60 (1933.60) 1/223714 1/228248 1/1128084 167662.39 SQ FT 3.85 ACRES Easting Elevation 6643.87581 6642.84587 6315.53061 6316.25881 6448.25734 6448.96446 6643.87752 ,-, . Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: ROAD Point Number Bearing Description Distance :~'. 218 SOOo05'32"W 405 CALC N89°14'41"W 408 CALC 10.00 ' NE COR 134.66 ' PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 410 CALC PT COR SOOo07'43"W 100.07' 412 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 414 CALC PRC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 415 CALC SW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Sta 0+00.00 0+10.00 1+44.66 409 25.00 ' Northing 6921.21311 6911.21312 6912.98817 6887.99034 90°37'36" Left 39.54 ' S45°26'31"W 35.55 ' 7.42 ' 10.55 ' 229°10'59" Arc Definition 25.27 ' 1+84.20 2+84.27 413 25.00 ' 6913.32062 6888.04516 6787.97541 6787.91930 82°23'20" Left 35.95 ' S41°03'57"E 32.93 ' 6.19 ' 8.22 ' 229°10'59" Arc Definition 21. 88 ' 3+20.22 404 50.50 ' 6766.09826 6763.14767 6713.10772 1°05'05" Right 0.96 ' S81°43'04"E 0.96 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition 0.48 ' 3+21.18 404 50.50 ' 6763.08698 6763.00938 6713.10719 253°14'05" Right 223.20 ' S45°26'31"W 81. 07 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition Easting Elevation 6643.87581 6643.85971 6509.21141 6508.88187 CALC 25' R 6483.93865 6483.88062 6483.65599 6508.65593 CALC 25' R 6483.60819 6505.28856 6498.48756 CALC CTR S 6505.76409 6506.23855 6498.49123 CALC CTR S , '9' ~entre,. Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT Tangent: Curve PI: 419 CALC NW COR NOOo07'43"E 217 S89°14'41"E 218 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 217 . 65 194.93 Error of closure in latitude Error of closure in departure Area Area , , PROJECT: G:\2219\2219.pro 0.00 , 5+44.37 7+62.02 9+56.95 -0.00506 --0.00125 N13°52'50"E 0.00521 0.00000 6706.12811 6923.77756 6921.20805 807.82 (956.95) 1/155071 1/159735 1/646396 15984.25 SQ FT 0.37 ACRES 0.00000 6448.47294 6448.96149 6643.87456 " Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 1 Point Number Bearing Description Distance 405 N89°14'41"W 406 SOOo05'32"W 421 S89°14'41"E 420 NOOo05'32"E 405 " 'Closing latitude Closing departure Closing bearing Closing distance CALC CALC CALC CALC CALC Total traverse length Total erro~ of closure NE COR 50.00 NE COR 90.01 SE COR 50.00 NE COR 90.01 NE COR Error of closure in latitude Error of closure in departure i,' Area Area :.;. , , , , Sta 0+00.00 0+50.00 1+40.01 1+90.01 2+80.02 0.00000 0.00000 N90000'00''W 0.00000 Northing 6911.21245 6911.87153 6821.86165 6821.20257 6911.21245 280.02 (280.02) 1/999999 1/999999 1/999999 4500.30 SQ FT 0.10 ACRES Easting Elevation 6643.85973 6593.86407 6593.71919 6643.71485 6643.85973 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253..,661-1901 Thursday, October 06, 2005 12:24:59 PM NEW. PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance,-. or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 2 Point Number Bearing Description Distance 406 N89°14'41"W 407 SOOo05'32"W 423 S89°14'41"E 421 NOOo05'32"E 406 Closing latitude Closing departure Closing bearing Closing distance CALC CALC CALC CALC CALC Total traverse length Total error of closure NE COR 50.00 NE COR 90.01 SE COR 50.00 SE COR 90.01 NE COR Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+50.00 1+40.01 1+90.01 2+80.02 0.00000 0.00000 N90000'00''W 0.00000 Northing 6911.87156 6912.53065 6822.52077 6821.86168 6911.87156 280.02 (280.02) 1/999999 1/999999 1/999999 4500.30 SQ FT 0.10 ACRES Easting Elevation 6593.86072 6543.86507 6543.72019 6593.71584 6593.86072 \ Centre Pointe Surveying 33701 9th Avenue South . Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, .. or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 3 Point Number Bearing Description Distance Sta Northing Easting Elevation 407 CALC NE COR N89°14'41"W 34.65 ' 408 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 410 CALC PT COR SOOo07'43"W 64.73 ' 411 CALC NW COR S89°14'41"E 59.99 ' 423 CALC SE COR N00005'32"E 90.01 ' 407 CALC NE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area ' . . '. 0+00.00 6912.53068 0+34.65 6912.98742 409 6887.98960 25.00 , 90°37'36" Left 39.54 , S45°26'31"W 35.55 , 7.42 , 10.55 , 229°10'59" Arc Definition 25.27 , 0+74.20 1+38.93 1+98.91 2+88.92 0.00302 0.00659 S65°22'37"W 0.00724 6913.32062 6888.04442 6823.31458 6822.52381 6912.53370 284.93 (288.92) 1/39331 1/94400 1/43265 5258.54 SQ FT 0.12 ACRES 6543.86172 6509.21473 6508.88518 CALC 25' R 6483.93865 6483.88393 6483.73864 6543.72342 6543.86830 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 25.3-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 4 Point Number Bearing Description Distance 411 CALC NW COR S00007'43"~ 35.34 ' 412 CALC PC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 414 CALC PRC COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 415 CALC SW COR S89°14'41"E 72.39 ' 424 CALC SE COR NOOo05'32"E 60.00 ' 422 CALC NE COR N89°14'41"W 94.99 ' 411 CALC NW COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Sta 0+00.00 0+35.34 413 25.00 ' Northing 6823.31546 6787.97555 6787.91943 82°23'20" Left 35.95 ' S41°03'57"E 32.93 ' 6.19 ' 8.22 ' 229°10'59" Arc Definition 21. 88 ' 0+71.28 404 50.50 ' 6766.09826 6763.14780 67l3.10786 1°05'05" Right 0.96 ' S81°43'04"E 0.96 ' 0.00 ' 0.00 ' 113°27'25" Arc Definition 0.48 ' 0+72.24 1+44.63 2+04.63 2+99.62 -0.00812 0.00176 N12°15'51"W 0.00831 6763.08698 6763.00952 6762.05529 6822.05522 6823.30735 296.61 (299.62) 1/35711 1/36545 1/168117 5571.11 SQ FT 0.l3 ACRES Easting Elevation 6483.73662 6483.65730 6508.65723 CALC 25' R 6483.60819 6505.28986 6498.48887 CALC CTR S 6505.76409 6506.23985 6578.62356 6578.72013 6483.73839 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA98003 2.53-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are comput~d based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 5 Point Number Bearing Description Distance 422 CALC NE COR SOOo05'32"W 60.00 424 CALC SE COR N89°14'41"W 72.39 415 CALC SW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 416 CALC NW COR S89°14'41"E 104.09 425 CALC SE COR NOOo05'32"E 80.01 420 CALC NE COR N89°14'41"W 65.00 422 CALC NE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , , , , , Sta Northing 0+00.00 6822.06339 0+60.00 6762.06346 1+32.39 6763.01769 404 6713.11549 50.50 , 45°29'06" Right 40.09 , S58°25'58"E 39.05 , 3.93 , 4.26 , 113°27'25" Arc Definition 21.17 , 1+72.48 2+76.57 3+56.58 4+21.58 0.00631 0.00674 S46°53'50"W 0.00923 6759.76615 6742.57507 6741.20299 6821.21288 6822.06969 420.54 (421.58) 1/45570 1/66690 1/62413 6212.08 SQ FT 0.14 ACRES Easting Elevation 6578.71628 6578.61971 6506.23600 6498.48868 CALC CTR S 6527.15459 6539.50763 6643.58859 6643.71737 6578.72302 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 6 Point Number Bearing Description Distance 425 CALC SE COR N89°14'41"W 104.09 ' 416 CALC NW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 417 CALC NW COR S89°14'41"E 98.92 426 CALC SE COR NOOo05'32"E 50.00 425 CALC SE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , , Sta 0+00.00 1+04.09 404 Northing 6741. 20128 6742.57337 6713.11149 50.50 ' 59°46'35" Right 52.69 ' S05°48'08"E 50.33 ' 6.72 ' 7.75 ' 113°27'25" Arc Definition 29.02 , 1+56.78 2+55.70 3+05.70 -0.00406 -0.00097 N13°22'27"E 0.00418 6718.99979 6692.50122 6691.19728 6741.19722 303.34 (305.70) 1/72613 1/74638 1/313923 4846.79 SQ FT 0.11 ACRES Easting Elevation 6643.58633 6539.50537 6498.49016 CALC CTR S 6556.43777 6544.59348 6643.50489 6643.58536 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 ·253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 7 Point Number Bearing Description Distance 426 CALC SE COR N89°14'41"W 98.92 ' 417 CALC NW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 418 CALC NE COR SOOo07'43"W 22.28 ' SW COR 129.11 ' SE COR 428 CALC S89°14'41"E 427 CALC NOOo05'32"E 426 CALC 50.00 ' SE COR . Closing latitude Closing departure Closing bearing Closing distance . Total traverse length 'Total error of closure Error of closure in latitude Error of closure in departure Area Area ' . . ,. Sta-Northing 0+09·00 6691.19800 0+98.92 6692.50193 404 6713.11144 50.50 , 47°34'16" Right 41.93 , S47°52'18"W 40.73 , 4.29 , 4.69 , 113°27'25" Arc Definition 22.26 , 1+40.85 1+63.13 2+92.24 3+42.24 0.00075 0.00068 S42°01'56"W 0.00101 6672.18192 6665.18051 6642.90057 6641.19881 6691.19875 341.03 (342.24) 1/337601 1/454517 1/504221 5919.04 SQ FT 0.14 ACRES Easting Elevation 6643.50592 6544.59451 6498.49139 CALC CTR S 6535.50876 6514.38735 6514.33733 6643.42612 6643.50660 ...... Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT PROJECT: G:\2219\2219.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: LOT 8 Point Number Bearing Description Distance 418 CALC NE COR SOOo07'43"W 22.28 428 CALC SW COR SOOo07'43"W 73.59 429 CALC SE COR N89°14'41"W 66.00 431 CALC SW COR NOOo07'43"E 135.95 419 CALC NW COR Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 418 CALC NE COR Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area ., , , , , Sta Northing 0+00.00 6665.17731 0+22.28 6642.89736 0+95.87 6569.30755 1+61. 87 6570.17754 2+97.83 6706.12720 404 6713 .10355 50.50 , 100°24'08" Left 88.49 , S58°08'30"E 77.60 , 18.18 , 28.39 , 113°27'25" Arc Definition 60.61 , 6646.10188 3+86.32 -0.00900 0.00571 N32°22'25"W 0.01066 6665.16830 375.42 (386.32) 1/35217 1/41698 1/65773 6669.81 SQ FT 0.15 ACRES Easting Elevation 6514.38174 6514.33173 6514.16654 6448.17227 6448.47744 6498.49324 CALC CTR S 6456.84723 6514.38745 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: TRACT A Point Number Bearing Description Distance 427 CALC SE COR N89°14'41"W 129.11 428 CALC SW COR SOOo07'43"W 73.59 429 CALC SE COR N89°14'41"W 19.90 4 30 CALC NE COR Sll°10'05"W 95.22 4 32 CALC SE COR N89°14'41"W 159.88 4 33 CALC SW COR SOOo07'43"W 192.16 206 Calc 1/16th S89°09'55"E 327.35 213 W 1/2 NOOo05'32"E 359.87 427 CALC SE COR Closing latitude tlosing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area ' . . " , , , , , , , , Sta 0+00.00 1+29.10 2+02.69 2+22.59 3+17.81 4+77.69 6+69.85 9+97.20 13+57.07 0.00604 0.00190 S17°26'18"W 0.00633 Northing 6641.19471 6642.89647 6569.30666 6569.56897 6476.15213 6478.25962 6286.10010 6281.33122 6641. 20075 1357.07 (1357.07) 1/214308 1/224632 1/715132 87279.45 SQ FT 2.00 ACRES Easting Elevation 6643.42551 6514.33673 6514.17154 6494.27327 6475.83035 6315.96424 6315.53291 6642.84817 6643.42741 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Thursday, October 06, 2005 12:24:59 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\2219\2219.pro ,Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein . . Boundary Name: TRACT B Point Number Bearing Description DistSlnce 430 Sll°10'05"W 432 N89°14'41"W 433 NOOo07'43"E 214 S89°14'41"E 215 SOOo07'43"W 431 S89°14'41"E 430 Closing latitude Closing departure Closing bearing Closing distance CALC NE COR 95.22 CALC SE COR 159.88 CALC SW COR 132.24 south line n 132.01 south line n 38.58 CALC SW COR 46.11 CALC NE COR Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , , , , , , Sta '0+00.00 0+95.22 2+55.11 3+87.35 5+19.36 5+57.94 6+04.05 0.00248 0.00574 S66°36'07"W 0.00625 Northing 6569.57297 6476.15612 6478.26361 6610.50328 6608.76316 6570.18326 6569.57545 604.04 (604.05) 1/96614 1/243290 1/105271 20920.72 SQ FT 0.48 ACRES Easting Elevation 6494.27326 6475.83034 6315.96424 6316.26107 / 6448.25960 6448.17300 6494.27900 '.' . ... ~': I ,~ ':1':: '". ':,' '.: .,' :. " " ' , .,. 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"'",-: r ".~' "".f~'\ .;(:~( (" J~:'~ ,', .\'::GEOTECHNICAL~NGINEERING"SiiiOY:';;" ," ,.:";:r,.':',,, ;',,"~3715 NORTH'EAST'i9T.~,ST'REE'~" ,,', (,.;-' ",:RENTciN~'~WAS'HI'N-GTON;,:·~'i' : ' ,I,'r,' '.' -,' ; " , " , "'r 'J,' :~ .' .: ., ... '-. ,~" . ',,~ ~.'. \ . " ,'; \:... . .. _. .' -". ~.,' .. ; -;"::c I ':. • " \' ~ : .: < ~ "".. , ~ __ ~ ';.. .1 '/' :E-1~i:352"I" ,~"~,:", _, :i. J • "',: :.' ~ :,' • ' .... '~. ," ',' "", "" .. ~ :-r-,t', r,'. .'. : ~ , , " 'f ~ ,., ..... ; '", '. ~' \': ... '" ' .... ~. , , ",,:" ' r/: t,', " .... ,\. '::;""S,~pferriber,: Z/2004":,' ",: ;', '.~ '-..: ", .;, . .'~ v •• 1, :; .... {.',. ." )~. "',; ~, ' • • ';, • ' _ --T ,_ I,: ;'~ ,'." ~ ~ . "l.. 'l .' ~ ,: ,I ", " " ,. ,~ :'/ _ J. -' .. ,.1..'-, l'/ : .. ',- " 'j,., . i _ -~. " . I .... '~ " , ' ',1...,'-0 ! ., " , '" > ~. '-, ' /, .' , I ! ' ,'" \" . ,,-,'1;- ;-,'~ ,;'" '., ',,'';'-.: . ,,t,'"" "J, " " . "'\" '. ..... ... J' \ ', .. ' ',' ,.,r' '. >~ '., .,'." " ~ . 'J, ;" .' .. ',' " '" !".' . ; • ,~~,\-, ~ '1 .. -,,; .. " ,"" ',.::' .. ," . ... ) .7:-, ,_ ...... '.r:. . '~' ',)\' ;..' \' : '" :.~ .: ........... "," ,',' '" :. . ... ', . ;:. ' . '. ~ , .-' . . ~.. /' '':': ""-'. ',' ,~ .. :\,..",~< . ":.' " ' ".; , ",1 ~ >, J : j 'r : ... ~' .,.'. .'.' " ','. ,~: , ,.~." . '~.~ , .' ;< , , '. ~-: . " Earth' Consultants;'ln~.i '~" ~,:> " ,; : ", 1805: :.,1:36t~Place 'Northeast) SOite' 201->, ,,' '\,: ,.:".:.' .' '., ... -, .' ' '. ' ,,,' /' ..;~, " ~ ,' ... ; ~ -t" . :~ ", " ' :, :,': ~c, Bellevue~ -Washhigton9800,5:,', /_" \'" -',';' :: (425) 643:;3780 -" " " "', T61i ,cfree~ 1 ~888,~ 139~:6'6"10: . ! -" . .. <. ", ,,:c. 'r "', .. ,', .,,' 'i',. ',r 1 ""1 " ,"',-' "" --', . ~ ."- ') -, ,'.,; .. r;,.', '.! " ," '..;' "'-;.', '".'." ,': " :'.' '(. .'-<, '< ~ .c i" ~, ' ',' ", ", J:' ... ,' '~ '" .. J , ' " ... :',' (. ~ it' / : , " .',' " ' (" ,:,; :~,: .' i: ". .-'\ , , .~ r" "', .' "'-, ", , '.' f. " 'I, ", 'r. , ,J '. " , I ~\ " , ': , -, ' .. ':- ,f," .,' \ :" , ,'~" , , .'; ".". "". ", "'" ,-, '~, • I .~ ; -"'~ . :; ".',' ':'.'." " , ,,' .... ' ': .. ,~ , ·1- ",,,'. -...... 1 : .:.' " '? ;' .. (' "-.' .,.,' ,', '.j .... ".-' , , ' .. -' ... , ' . , , . \ ~ ':'<' : ; I ~ • "'. ,t. .1, "I' . , '" .,j'. '>. " .;.: "J , J ~, "'I': , r .'. , " '.": '., ., ',-t. ,",' C,._ 1 I' I I I I I I I I I I I I I I I I I I I IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor As troublesome as subsurface problems can be. their frequency and extent have been lessened considerably in recent years. due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays. cost-overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT~SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project-specific factors. These typically include: the general nature of the structure involved. its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads. parking lots. and underground utilities. and the level of additional risk which the dient assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems. consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise. your geotecfmical engineering report should not he used: • When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage. or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership. or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken. when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions:their likely reaction to proposed construction activity. and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist. because no geotechnical engineer. no matter how qualified. and no subsurface exploration program. no matter how comprehensive. can reveal what is hidden by earth. rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can he done to prevent the unanticipated. but steps can he taken to help minimize their impact. For this reason. most experienced owners retain their geotechnical consultants through the construction stage. to iden- tify variances. conduct additional tests which may be needed. and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly- changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration. construction decisions should not he based on a geotechnical engineering report whose adequacy may have been affected hy time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods. earthquakes or ground- water fluctuations may also affect subsurface conditions and. thus. the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events. and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor. or even some other consulting civil engineer. Unless indicated otherwise. this report was prepared expressly for the dient involved and expressly for purposes indicated by the dient. Use by any other persons for any purpose. or by the dient for a different purpose. may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer: A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. 1b help avoid these problems. the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are induded in geotechnical engineering reports. These logs should not under any circumstances be redrawn for indusion in architectural or other design drawings. because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem. it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs. delays. disputes and unantici- pated costs are the all-too-frequent result. To minimize the likelihood of boring log misinterpreta- tion. give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un- der the mistaken.impression that simply disdaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extenSively on judgment and opinion. it is far less exact than other design diSciplines. This situation has resulted in wholly unwarranted daims being lodged against geotechnical consultants. 1b help prevent this problem. geotechnical engineers have developed model dauses for use in writ- ten transmittals. These are not exculpatory dauses designed to foist geotechnical engineers' liabilities onto someone else. Rather. they are definitive dauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive dauses are likely to appear in your geotechnical engineering report. and you are encouraged to read them dosely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition. ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by A5iFETHE ASSOCIAnON OF ENGINEERING FIRMS PRAcnCING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring. Maryland 20910/(301) 565-2733 0788/3M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Earth Consultants, Inc. Geotechnical Engineers, Geologists & Environmental SCientists Construction Testing & leBO I WABO Inspection Services September 2,2004 J & M Land Development P.O. Box 2566 Renton, Washington 98056 Attention: Mr. Marc Rousso Dear Mr. Rousso: Established 1975 E-11352 Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, 3715 Northeast 19th Street, Renton, Washington". This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our August 11, 2004 proposal. We understand it is planned to develop a portion of the irregularly shaped pr.operty located at 3715 Northeast 19th Street with a residential development consisting of eight lots. We anticipate the building construction will consist of relatively lightly loaded wood-frame construction with crawl space and slab-on-grade floors. Lot areas are to be accessed by a cul-de-sac, which will border the west site perimeter. A drainage pond is planned for the southwestern portion of the development area. A single-family residence and several outbuildings, which are to be removed to make way for the planned development, currently occupy the site. The southern half of the property is occupied by a slope area, which descends rapidly in a south to east direction. The slope area is to remain undeveloped. Based on the results of our study, development of the site is feasible from a geotechnical standpoint. The proposed buildings can be supported on conventional foundations bearing on competent native soil, or on structural fill used to modify site grades. The southern portion of the development area borders a steep slope area, which is considered a sensitive slope, a high erosion hazard, and medium landslide hazard by the City of Renton. Based on observed soil and slope conditions, in our opinion a minimum ten foot building setback from 30 percent or greater slopes will be adequate to mitigate possible impacts to the proposed structures related to the erosion and landslide hazards, provided surface runoff is controlled. Fills above slope should be limited to three feet or less. 1805136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Other Locations Fife I I I I I I I I I I I I I I I I I I I J & M Land Development September 2, 2004 E-11352 Page 2 We appreciate this opportunity to be of service to you. If you have any questions or if we can be of further assistance, please call. Sincerely, EARTH CONSULTANTS, INC. ( ELW/RAC/ddw Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS E-11352 PAGE INTRODUCTION ................................................................................................. 1 General ........................................................................................................ 1 Project Description ........................................................................................ 2 SITE CONDITIONS............................................................................................. 3 Surface ........................................................................................................ 3 Subsurface. ... ..... . ... . ..... . ..... . .. .... . ...... ........ ... ..... ... ...... ...... . . .... ... . .. . . ... ... ... . .... . 3 Slope Reconnaissance ...................................................................................... 4 Geologic and Soil Map Review .......................................................................... 5 Groundwater........ .... ...... ............ . . . .... ..... . ....... .. ...... .... ....... . ....... ..... . ..... ...... . .. 6 Laboratory Testing ........................................................................................ 6 CRITICAL AREA CONSiDERATIONS ....................................................................... 6 Steep Slopes .............................................................................................. 7 Erosion Hazard Areas .................................................................................. 7 Landslide Hazard Areas ................................................................................ 7 Seismic Hazards ......................................................................................... 8 Coal Mine Hazards ...................................................................................... 8 Geologic Hazard Review ................................................................................... 9 Steep Slopes .............................................................................................. 9 Erosion Hazard Areas .................................................................................. 9 Landslide Hazard Areas .............................................................................. 10 Construction Setbacks ................................................................................... 11 Seismic Hazard Areas ................................................................................ 11 Coal Mine Hazards .................................................................................... 1 2 DISCUSSION AND RECOMMENDATIONS............................................................ 12 General ...................................................................................................... 12 Site Preparation and General Earthwork.......................................................... 1 3 Foundations.. ... . ... . .. . .. . .... . . ...... . ... . . . ... .. . . . . .. . . . . . ... .. . ... . . ... .. . ..... ..... . ..... . . ... ... . .. . 14 Slab-on-Grade Floors ..................................................................................... 16 Retaining Walls........................................................................................... 1 6 Seismic Design Considerations....................................................................... 1 7 Ground Rupture....................................................................................... 1 7 Liquefaction. ... .. . .... .... .. .. .... . . . ... . . . .. . . .... ... .. . ... .. . .. .. . ... . .. .. ... ..... . . ... . . . ... . .. . . . .. 1 7 Slope Failure ............................................................................................ 1 8 Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I i I I TABLE OF CONTENTS, Continued E-11352 DISCUSSION AND RECOMMENDATIONS, Continued Ground Motion Response.......................................................................... 18 Excavations and Slopes................................................................................. 1 8 Site Drainage............................................................................................... 1 9 Utility Support and Backfill ............................................................................ 20 Pavement Areas........................................................................................... 20 LIMITATIONS ................................................................................................... 21 Additional Services ....................................................................................... 22 Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I ILLUSTRATIONS Plate 1 Plate 2 Plate 3 Plate 4 APPENDICES Appendix A Plate A1 Plates A2 through A 7 Appendix B Plate B1 TABLE OF CONTENTS, Continued E-11352 Vicinity Map Test Pit Location Plan Typical Footing Subdrain Detail Typical Utility Trench Fill Field Exploration Legend Test Pit Logs Laboratory Test Results Grain Size Analyses Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I General GEOTECHNICAL ENGINEERING STUDY 3715 NORTHEAST 19TH STREET RENTON, WASHINGTON E-11352 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants Inc. (Eel) for the proposed single-family residence development located at 3715 Northeast 19th Street in Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the site, and based on the conditions encountered, to develop geotechnical engineering recommendations for the proposed residential development. Specifically, our scope of services consisted of the following: • Assessing subsurface soil and groundwater conditions and their influence on the proposed development; • Assessing the conditions of the slopes in the southern portion of the site and their applicability to the City of Renton's development standards for geologic hazard areas; • Providing site preparation, grading, and earthwork procedures, including stripping depth recommendations and details of structural fill placement and compaction; • Assessing the suitability of existing on-site materials for use as structural fill and providing recommendations for imported fill materials; • Providing recommendations for utility trench excavation and backfill; • Providing seismic design parameters, including an evaluation of potential liquefaction hazard; • Addressing short-term and long-term groundwater management and erosion control measures; Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I I I I I I I I I I I J & M Land Development September 2, 2004 E-11352 Page 2 • Providing foundation design recommendations, including bearing capacity and lateral pressures for walls and structures; and • Providing estimates of potential total and differential settlement magnitudes. Project Description We understand it is planned to develop the irregularly shaped site with a new single- family residence development. Based on preliminary design information provided by the client, the development will consist of eight lots. The site is to be accessed by a north- south trending cul-de-sac from Northeast 19th Street, which will border the west site perimeter. A drainage pond is planned for the southwestern portion of the development area. A fifteen (15) foot wide public drainage easement is to extend from the cul-de-sac along the west site perimeter to access the drainage pond. The proposed development and our exploratory locations are approximately as shown on Plate 2, Test Pit Location Plan. An existing single-family residence and several outbuildings currently occupy the northern portion of the site. The existing structures are to be removed to make way for the planned development. Based on our current understanding of the proposed development, we anticipate cuts and fills to accomplish the site grading will be minimal. The dimensions and depth of the proposed drainage pond were not known at the time this report was prepared. We anticipate cuts for the pond may exceed five feet. We anticipate the building construction will consist of relatively lightly loaded wood- frame construction with crawl space and slab-on-grade floors. We estimate perimeter foundation loading will be on the order of 2 kips to 4 kips per lineal foot, and slab-on- grade loading of approximately 150 pounds per square foot (psf). If the above project criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, Eel should be retained to perform a general review of the final design. Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I I I I I I I I I I I J & M Land Development September 2, 2004 Surface SITE CONDITIONS E-11352 Page 3 The subject site consists of an irregularly shaped property located at 371 5 Northeast 19th Street in Renton, Washington (see Plate 1, Vicinity Map). The site is bordered to the north by Northeast 19th Street, to the west by a single-family residence and undeveloped forest, to the south by undeveloped forest, and to the east by an undeveloped lot and forest. A single-family residence and several outbuildings currently occupy the northern portion of the site. A gravel driveway extends from Northeast 19th Street to the residence. The topography of the development area in the northern portion of the property consists of a bench sloping gently southeast at gradients of less than 5 percent from a topographic high near the northeast corner. The south half of the property contains a slope area, which descends at gradients of around 35 percent. The western portion of the slope area descends south to Honey Creek, located south of the southern property line. The eastern portion of the slope area is bisected by a southeast trending tributary stream, which flows into Honey Creek. The slopes bordering the tributary stream descend south to east on the west side of the stream and west to northwest on the east side of the stream. A smaller northwest-southeast trending drainage descends to the tributary stream from the southern portion of the development area. Large power lines and an underground petroleum pipeline bisect the southwest portion of the property. The development area in the northern portion of the site is vegetated primarily with grass, with several scattered medium to large diameter trees. A grove of fruit trees occupies the southeastern portion of the development area and blackberry brambles border the slope areas to the south of the development area. The slope areas in the southern portion of the property are vegetated primarily with medium to large diameter pine trees and brush. A portion of the slope area on the western edge of the property is cleared of trees for the large powerlines and is vegetated with blackberry brambles. Subsurface Subsurface conditions at the site were evaluated by excavating six test pits at the approximate locations shown on Plate 2, Test Pit Location Plan. The test pits were excavated with a rubber-tired backhoe to a maximum depth of twelve (12) feet below existing grade. Our test pit logs are included as Plates A2 through A 7. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 4 Please refer to the test pit logs for a detailed description of the conditions encountered at each exploration location. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At our test pit locations, we generally encountered a six to eight inch thick layer of topsoil, with areas as thick as eighteen (18) inches. The topsoil is characterized by its dark brown color, loose consistency, and the presence of roots and organic debris. The soil and vegetative layer is not suitable for support of foundations, slab-on-grade floors, or pavements. In addition, it is not suitable for use as structural fill, nor should it be mixed with material to be used as structural fill. Underlying the topsoil and vegetative layer, we encountered a surficial layer of loose silty sand with gravel (Unified Soil Classification SM). The surficial silty sand was characterized by its reddish brown to brown color and numerous roots, and ranged from two to three and one-half feet thick. Underlying the surficial silty sand with gravel, we encountered medium dense to very dense silty sand with gravel (SM) glacial till, with a localized area of poorly graded sand with silt (SP-SM). The glacial till was characterized by its gray color and generally became increasingly dense with depth. The glacial till soils extended to the maximum depth explored at each test pit location. The soils encountered at the time of our exploration in August of 2004, were generally in a moist to wet condition, with moisture contents typically in the range of 3 percent to 7 percent, with localized areas containing up to 10 percent moisture. The native soils are moisture sensitive, and will become disturbed if exposed to excessive moisture during construction. Slope Reconnaissance During our subsurface exploration on August 18, 2004, we conducted a visual reconnaissance of the slope located in the southern portion of the site. The purpose of our reconnaissance was to observe the condition of the slopes for indications of past instability and potential future instability. As part of our reconnaissance, we traversed portions of the slope. During our reconnaissance, we did not observe indications of deep-seated or global instability, but we did observe indications of surficial creep. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 5 The slope is vegetated with many mature trees, suggesting that there have been no recent, large-scale failures. No head scarps or debris slumps were observed during our reconnaissance. We observed a northwest-southeast trending drainage descending from the development area to a small tributary stream of Honey Creek. Observations of the banks indicate the stream cuts through glacial till. The tributary stream was dry at the time of our reconnaissance, and no seepage was observed within the drainage descending from the development area. We did observe several trees growing along the slope face with curved trunks. The curvature is consistent with deformation initiated by shallow creep of surficial soils. The observed creep is likely occurring within the upper two to three feet of loose surficial soil mantling the slope. In our opinion, the observed creep should not be affected by future development, nor should gradual creep adversely impact the proposed development provided site drainage is controlled. Geologic and Soil Map Review The geologic map of the Geology and Coal Resources of Central King County (Walsh, 1984) indicates the site is underlain by glacial till (Qvt). The native soils encountered at our test pit locations and during our slope reconnaissance are generally consistent with glacial deposits. The King County Soil Survey (1973) indicates the development portion of the property is underlain by Alderwood gravelly sandy loam, at 6 to 15 percent slopes (AgC). These soils are characterized by slow to medium run-off potential, and moderate erosion hazard potential. The slope area in the southern portion of the property is underlain by Alderwood gravelly sandy loam, at 15 to 30 percent slopes (AgO). These soils are characterized by medium run-off potential, severe erosion hazard potential, and moderate slippage potential. Earth Consultants, Inc. I I GEOTECHINCAl ENGINEERING STUDY I I I 1 I' I ,I I I I I I I I I I I J & M land Development September 2, 2004 Groundwater E-11352 Page 6 Groundwater seepage was not encountered during our subsurface exploration. However, iron oxide staining was observed at all of our test pit locations. The iron oxide staining was encountered between two and four feet below existing grade, generally immediately above dense glacial till. The iron oxide staining appears to be indicative of perched seasonal groundwater. Based on the conditions observed at our test pit locations, in our opinion, light to moderate groundwater seepage could be encountered if grading is conducted during the wet season. The contractor should be made aware that groundwater levels are not static. There will likely be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rates are greater in the wetter winter months (typically October through May). The contractor should be prepared to control groundwater if seepage is encountered in site excavations. laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classifications and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen (15) days following completion of this report unless we are otherwise directed in writing. CRITICAL AREA CONSIDERATIONS As part of our study, the potential geologic hazards within the subject site as defined in Renton Municipal Code Section 4-3-050 (Critical Areas Regulations) were addressed. Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I' I I 'I I I I I I I I I ,I I J & M Land Development September 2, 2004 E-11352 Page 7 The City of Renton identifies five different types of geologic hazards: steep slopes, landslide hazards, erosion hazards, seismic hazards, and Coal Mine Hazards. The City's criteria for those various hazard areas are defined as follows: Steep Slopes The boundaries of a regulated steep sensitive or protected slope are determined to be in the location identified on the City of Renton's Steep Slope Atlas. RMC 4-3- 050B.4.b. As noted in RMC 4-3-050B.1.c, the City's steep slope types are: Sensitive Slopes: gradients of 25 to 40 percent Protected Slopes: gradients steeper than 40 percent Erosion Hazard Areas The City of Renton has two classifications of erosion hazard areas. Low Erosion Hazard (EL): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having slight or moderate erosion potential, and that slope less than 15 percent. RMC 4-3- 050B.4.d.i. High Erosion Hazard (EH): Areas with soils characterized by the Natural Resource Conservation Service as having severe or very severe erosion potential, and that slope more steeply than 15 percent. RMC 4-3-050B.4.d.ii. Landslide Hazard Areas There are four classifications for landslide hazard: low, medium, high, and very high. Low Landslide Hazard (LL): Areas with slopes less than 15 percent. RMC 4-3- 050B.4.c.i. Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I' I I I I I I I I I I I I J & M Land Development September 2, 2004 E-11352 Page 8 . Medium Landslide Hazard (LM): Areas with slopes between 15 percent and 40 percent and underlain by soils that consist largely of sand, gravel or glacial till. RMC 4-3-050B.4.c.ii. High Landslide Hazards (LH): Areas with slopes greater than 40 percent, and areas with slopes between 1 5 and 40 percent and underlain by soils consisting largely of silt and clay. RMC 4-3-050B.4.c.iii. Very High Landslide Hazards (L V): Areas of known mappable landslide deposits. RMC 4-3-050B.4.c.iv. Seismic Hazards Seismic hazards are classified under the two following categories: Low Seismic Hazard (SL): Areas underlain by dense soils or bedrock. These soils generally have site coefficients of types S 1 or S2, as defined in the Uniform Building Code (UBC). RMC 4-3-050B.4.e.i. High Seismic Hazard (SH): Areas underlain by soft or loose, saturated soils. These soils generally have site coefficients of types S3 or S4, as defined in the UBC. RMC 4-3-050B.4.e.ii. Coal Mine Hazards The City of Renton has three categories of coalmine hazards: low, medium, and high. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. RMC 4-3-050B.4.f.i. Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred (200) feet for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. RMC 4-3-050B.4.f.ii. Earth Consultants, Inc. I I I I I I I' I I I I I I I I I I I' I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 9 High Coal Mine Hazards (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred (200) feet in depth of steeply dipping seams, or shallower than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. RMC 4-3- 050B.4. f .iii. Geologic Hazard Review The slope in the southern portion of the site appears to meet the City of Renton's criteria for steep slope, erosion, and landslide hazards. Potentially liquefiable soils were not encountered at our exploration locations; therefore the site does not meet the criteria for seismic hazard areas. Based on review of historical coalmine records, the site does not meet the requirements for coal mine hazards. The following sections of our study specifically address the steep slope, erosion, landslide, seismic, and coal mine hazard areas. Steep Slopes The development area in the northern half of the property consists of a gradually sloping bench with gradients less than 5 percent. However, Lots 7 and 8, and the drainage pond tract on the southern edge of the development area border a slope area, which descends east to south at gradients up to 35 percent. As noted above, the City of Renton designates two classifications for slopes with gradients of 25 percent or more. These areas are defined as sensitive slopes (25 to 40 percent) and protected slopes (greater than 40 percent). The steep slope area in the southern portion of the property meets the criteria of Sensitive Slopes. No development is planned within the Sensitive Slope area. Erosion Hazard Areas The soils underlying the development area in the northern half of the property consists of Alderwood gravelly sandy loam, at 6 to 1 5 percent slopes. This soil has a moderate erosion potential and meets the City of Renton's classification of Low Erosion Hazard (RMC 4-3-050B.4.d.i). The soils underlying the slope area in the southern half of the property consists of Alderwood gravelly sandy loam, at 15 to 30 percent slopes. This soil has a severe erosion potential and meets the city of Renton's classification of High Erosion Hazard (RMC 4-3-050B.4.d.ii). Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 10 Erosion in the proposed development area will need to be controlled using best management practices. Our test pits indicate the soils that should be encountered during construction will primarily consist of fine-grained silty sand. This soil is susceptible to erosion due to sheet flow. The erosion control plan should include measures for reducing concentrated surface runoff and protecting disturbed or exposed surfaces by mulching and revegetation. The temporary erosion and sedimentation control plan should include the following: • Where practical, maintain vegetation buffers around cleared areas; • Cover exposed soil stockpiles; • Hydroseed or place straw mulch in areas where grading is completed; • Divert water away from the top of slopes; • Use silt fences and straw bales around the lower portions of the site perimeter; and • Coordinate clearing, excavation and erosion control to reduce exposed areas. The erosion control measures should be reviewed on a regular basis to verify they are functioning as intended. Landslide Hazard Areas The slope occupying the southern portion of the property has gradients up to 35 percent and meets the City of Renton's landslide hazard classification for a Medium Landslide Hazard (RMC 4-3-050B.4.c.ii). As part of our field exploration, we traversed portions of the slope area to observe indications of past instability and potential future instability. During our reconnaissance, we did not observe any indications of shallow debris flow failures, or signs of deep-seated or global instability. However, based on our experience with similar projects, the loose to medium dense granular soils that underlie the site are susceptible to erosion and shallow debris flows if surface and subsurface groundwater are not controlled during and after construction. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 11 Debris flow failures are relatively common on the steep slopes comprising the perimeters of the glacial drift uplands in the Puget Sound Basin. When the loose, surficial soils become saturated during periods of heavy precipitation, irrigation, or by uncontrolled surface water they can fail along a contact with underlying soils with a lower permeability. These failures typically involve the upper three to four feet of the slope face and will comprise several tens of cubic yards of soil and vegetation. The result of these shallow failures is the slow inland migration of the top of slope and the deposition of a fan of colluvium at the toe of the slope. During our reconnaissance, we also observed that several of the trees growing on the slope have curved trunks. The curvature is consistent with deformation initiated by shallow creep of surficial soils, which is a normal slope process. The observed creep is likely occurring within a three to four foot thick zone of loose surficial material. The curvature observed is not indicative of deep-seated instability. In our opinion, the observed creep should not be affected by future development, nor should the gradual creep adversely impact the proposed development provided site drainage is controlled and appropriate building setbacks are established. Construction Setbacks The building setback should be based on physical slope characteristics (such as slope height, slope inclination, soil type, surface water drainage, and hydrology) along with the intended life of the structure. Based on the results of our reconnaissance, exploration, and engineering analyses, a minimum building setback of ten feet from the top of 30 percent or greater slopes in the southern portion of the site should be maintained. Seismic Hazard Areas The soils encountered at our test pit locations primarily consist of silty sand with gravel, range from loose to very dense, and do not contain an established groundwater table. In our opinion, these soils would not be susceptible to liquefaction. In accordance with the City of Renton's classification system, the site meets the criteria for a Low Seismic Hazard (RMC 4-3-050B.4.e.i). An additional discussion of the seismic hazards is provided in the following Seismic Design Considerations section of this study. Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I ,I I I I I I I I I I I J & M Land Development September 2, 2004 Coal Mine Hazards E-11352 Page 12 Portions of Renton contain abandoned coalmines that can adversely impact a site. As part of our study, we reviewed information in our library and files and reviewed DNR coal mine records for information pertaining to historic coal mining operations in the vicinity of the site. During our field exploration, we did not observe any surface or subsurface indications of coal mining activity, such as mine tailing piles, abandoned mine openings, or abandoned mining equipment, all of which are typically found near coal mine operations. As part of our study, we also reviewed the Washington State Coal Mine Map Collection: A Catalog, Index, and Users Guide, Open File Report 94-7, prepared by the Washington Division of Geology and Earth Resources, dated June 1994. Based on the results of our file review, in our opinion, the site is not underlain by coal mine workings and has a Low Coal Mine Hazard designation (RMC 4-3-050B.4. f.ii). DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, in our opinion, the site can be developed generally as planned, provided the geotechnical recommendations contained in this report are followed. Building support can be provided using conventional spread and continuous footing foundation systems bearing on competent native soil or on structural fill used to modify existing site grades. Slab-on-grade floors may be similarly supported. The southern portion of the development area borders a slope, which is considered a steep slope, erosion, and landslide hazard by the City of Renton. Based on observed soil and slope conditions, in our opinion a ten foot building setback from the top of 30 percent or greater slopes will be adequate to mitigate impacts to the proposed structures from the erosion and landslide hazards, provided surface runoff is controlled. Fills above the slopes bordering Lots 7 and 8, and the drainage pond tract should be limited to three feet or less. An erosion control plan should be developed to reduce concentrated surface runoff and protect disturbed or exposed surfaces. Surface water should be permanently directed away from the existing slope. This will aid in protecting the slope from erosional effects, and improve long-term, global slope stability. Earth Consultants, Inc. I I II I I I I I I I I I, I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 13 At some locations, the site is underlain by up to three and one-half feet of loose native granular soils. In general, however, soils suitable for support of foundations were observed at a depth of approximately two to three feet below the existing ground surface elevation. If loose soil is encountered at construction subgrade elevation, it should either be compacted in-place to the requirements of structural fill or it should be overexcavated and replaced with structural fill. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of J & M Land Development and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The building and roadway areas should be stripped and cleared of surface vegetation, organic matter, and other deleterious material. Based on the thickness of the topsoil and vegetative cover encountered in our test pits, a stripping depth of approximately six to eight inches for most of the site with localized areas as deep as eighteen (18) inches should be anticipated. The actual stripping depth should be based on field observation at the time of construction. Stripped materials should not be mixed with materials to be used as structural fill. The stripped soil materials may be "wasted" on site in non-structural landscaping areas or they may be exported off site. Following the stripping operation and excavations necessary to achieve construction subgrade elevations, an Eel representative should observe the ground surface where structural fill, foundations, or slabs are to be placed. Soil in loose or soft areas, if recompacted and still excessively yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. Eel can provide recommendations for geotextiles, if necessary. Earth Consultants, Inc. I' GEOTECHINCAL ENGINEERING STUDY 'I I I ,I I I, I I I I I I J & M Land Development September 2, 2004 E-11352 Page 14 Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (1 2) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation 0-1557-91 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Fill placed above the slope area bordering Lots 7 and 8, and the drainage pond tract should be limited to three feet or less. During dry weather, granular soils that are compactable and non-organic can be used as structural fill. Based on the results of our laboratory tests, the on-site soils at the time of our exploration appear to be in a moist to wet condition. Laboratory testing indicates the site soils have between 6 and 23 percent fines passing the No. 200 sieve. Soil with fines in excess of around 5 percent will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum level. Aeration and moisture conditioning of the on-site soils may be necessary prior to use as structural fill. If the site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import a soil that can be compacted. During dry weather, non-organic, compactable granular soil with a maximum grain size of four inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of four inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for the possibility of importing a material meeting this specification. Foundations Based on the results of our study, the proposed building structures can be supported on conventional spread and continuous footing foundation systems bearing on competent native soil or on structural fill used to modify existing site grades. In general, native soils suitable for support of foundations were observed at a depth of approximately two to three feet below existing grades. If loose soil is encountered at construction subgrade elevations, it will be necessary to either compact the soils to the requirements of structural fill or overexcavate the loose soils and replace them with a minimum of twelve (12) inches of structural fill. Earth Consultants, Inc. I, I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 15 Exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. Continuous and individual spread footings should have minimum widths of sixteen (16) and eighteen (1 8) inches, respectively. With foundation support obtained as described, for design, an allowable soil bearing capacity of two thousand five hundred (2,500) psf should be used for competent native soils, native soil compacted to the requirements of structural fill, or for newly placed structural fill used to modify site grades. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of 3.0 against shear failure. For short-term dynamic loading conditions, a one-third increase in the above allowable bearing capacity can be used. With structural loading as expected, total settlement of less than one inch is anticipated with differential movement of less than one-half inch. Most of the anticipated settlement should occur during construction as dead loads are applied. Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 should be used. For passive earth pressure, the available resistance should be computed using an equivalent fluid pressure of three hundred fifty (350) pounds per cubic foot (pcf). These lateral resistance values are allowable values, a factor-of-safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Earth Consultants, Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I I 'I I I J & M Land Development September 2, 2004 Slab-on-Grade Floors E-11352 Page 16 Slab-on-grade floors should be supported on competent native soil, native soil compacted in-place to the requirements of structural fill, or on structural fill used to modify site grades. Subgrade soils that are loose or disturbed during construction should either be compacted in-place to the requirements of structural fill or overexcavated and replaced with structural fill. Slabs should be provided with a capillary break consisting of a minimum four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane should be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Retaining Walls Retaining walls should be designed to resist the lateral loads imposed by the retained soils. Walls that are designed to yield can be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of thirty-five (35) pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to fifty (50) pcf. These values are based on horizontal backfill and that surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads or other surcharge loads will not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressure. The passive pressure, friction coefficient, allowable bearing capacity previously provided in the Foundations section of this study are applicable to the retaining wall design. To reduce the potential for hydrostatic forces building up behind the walls, free- standing retaining walls and foundation walls should be backfilled with free-draining material extending at least eighteen (18) inches behind the wall. A rigid, four-inch diameter, schedule 40, perforated PVC or SDR 35 drainpipe should be placed at the base of the wall, and should be surrounded by a minimum of one cubic foot per lineal foot with drain rock. The pipe should be placed with the perforations in the down position. The remainder of the backfill should consist of structural fill. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 Seismic Design Considerations E-11352 Page 17 The Puget Lowland is classified as a Seismic Zone 3 in the 1 997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude Nisqually earthquake. There are four potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, slope failure, and ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty-five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion, that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesion less with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the liquefying soils. In our opinion, the potential for liquefaction-induced settlement of the soils encountered at this site should be negligible. This conclusion is based on the absence of a shallow groundwater table in the immediate vicinity of the proposed development and the generally increasing soil density with depth. Earth Consultants. Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I I I I I I I I I I I J & M Land Development September 2, 2004 Slope Failure E-11352 Page 18 The slope located in the southern portion of the site may be susceptible to surficial slope failure during a strong seismic event. In our opinion, the potential for seismically induced, deep-seated rotational slope movement is low. The ten-foot building setback from the top of 30 percent or greater slopes should adequately protect the proposed residence from seismically induced slope movement. However, repairs to the slope from shallow debris flow activity may be necessary depending on the extent of the movement. Ground Motion Response The 1997 UBC seismic design section provides a series of soil types. that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type Sc, from Table 16-J should be used for design. For International Building Code (lBC) based design, Site Class C from Table 1615.1.1 from the 2003 IBC should be used. Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities, such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and Federal (OSHA) safety regulations. Based on the information obtained from the subsurface exploration, the loose to medium dense surficial soils encountered in our test pit locations would be classified as Type C by OSHA/WISHA. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1.5H: 1 V (Horizontal:Vertical). The underlying dense to very dense glacial till encountered at our test pit locations would be classified as Type A by OSHAIWISHA. Temporary cuts greater than four feet in height in Type A soils should be sloped at an inclination of 0.75H:1V. Where groundwater seepage is encountered the soils should be treated as a Type C soil and should be cut no steeper than 1.5H:1V. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 19 If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H: 1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and to improve stability of the surficial layer of soil. Site Drainage Iron oxide staining was encountered at all of our test pit locations between two and four feet below existing grade. The iron oxide staining is likely indicative of seasonal perched groundwater. If seepage is encountered during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. The appropriate locations of subsurface drains, if needed, should be established during grading operations by ECl's representative at which time the seepage areas, if present, may be more clearly defined. During construction, the site must be graded such that surface water is collected and tightlined to an appropriate drainage facility and should not be allowed to flow over the slope area in the southern portion of the site. Water must not be allowed to stand in areas where foundations, slabs, or pavements are to be constructed. Loose surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the future structures. The ground should be sloped at a gradient of 3 percent for a distance of at least ten feet away from the structures. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 20 Footing drains should be installed around the perimeter of the buildings just below the invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Utility Support and Backfill The site soils should generally provide adequate support for utilities. Where loose soils or unstable conditions are encountered, remedial measures such as overexcavating soft soils or compacting subgrade soils exposed in the trench bottom may be required. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line is adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to about 1 2 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. Trench backfill should be compacted to the requirements of structural fill. A typical utility trench fill detail is provided on Plate 4. The City of Renton Development Standards for trench backfill may supersede the compaction recommendations in this report. Existing utility pipes to be abandoned should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and stability problems. Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded dump truck. Structural fill in pavement areas should be prepared as described in the Site Preparation and General Earthwork section of this report. This means the pavement subgrade should be compacted to at least 95 percent of the maximum dry density. It is possible that some localized areas of soft, wet or unstable subgrade may exist after the pavement subgrade is prepared. Overexcavation and a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHINCAL ENGINEERING STUDY J & M Land Development September 2, 2004 E-11352 Page 21 Assuming a properly prepared subgrade that is in a firm and unyielding condition when subjected to proofrolling, the following pavement section for lightly loaded areas can be considered: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. Heavier truck-traffic areas will require thicker pavement sections depending upon site usage, pavement life, and site traffic. As a general rule, the following sections can be considered for truck-trafficked areas: • Three inches of AC over six inches of CRB, or • Three inches of AC over four and one-half inches of ATB. These pavement thicknesses may need to be modified based on anticipated traffic loads and frequency. AC, ATB, and CRB materials should conform to WSDOT specifications. All rock bases should be compacted to at least 95 percent of the maximum dry density. The above pavement recommendations are preliminary, and may need to be modified based on anticipated traffic loading, subgrade conditions, or other factors that could affect the performance of the pavement. LIMITATIONS Our recommendations and conclusions are based on the observed site materials, selective laboratory testing, engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Earth Consultants. Inc. I I GEOTECHINCAL ENGINEERING STUDY I I I I I I I I I I I I I I I I I J & M Land Development September 2, 2004 E-11352 Page 22 The recommendations submitted in this report are based on the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, Eel should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, Eel should be retained to perform a general review of the final design and specifications to verify the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. Eel should also be retained to provide geotechnical engineering services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I Reference: ~ King County ~ Map 626 By Thomas Brothers Maps Dated 2005 PL ~ ~~~ NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Sf IlZTH..3_ Sf -S-.!!!~~I~ , .... !1I3TII )..,5: ED GJ;~,fl~"",S:~?'J1~~t~"~l~;",!.~,;" Construction Testing & tCBO I \vABO Inspection Services Vicinity Map 3715 NE 19th Street Renton, Washington Drwn. GAP Date Aug 2004 Proj. No. 11352 Checked ELW Date 8/30/04 Plate 1 I I I I I I I I I I I I I I I I I I I Northeast 19th Street / \ "-, \ \ .... --J \ J \ t\ " -----'\ , 1.2 :g £l..' " IiTP-1 -.-I 2 --------, ~ , I '-----, I , --------- I "I I -",I " 1 4) 1 '\-A TP-3, ,I ' , I ------\ , r ,/--', " - - --'~ - --)--1 TP-5' I ,'-.-6. , I / -~ ---\--r .1, -~ I / -.-- I \ \ I ,I \ _ '\ \ j' 7 'TP-4 'I / ," , I 'I / \ I /\ " ... \ , .... 430 , I / _'-:-_ -" ~ -:::.. ,_ --.:::-__ -', III" -,,' "I' r-_ ----........... -......... '.... / I I I _-- -_--_ ..... __ : -: ............ ..1... .... / 8 I ' 'I , 1 I ----_ ----, ":1'" , 1111 "/---------'<',,:-:::.-=-I I I I ,-------" '-l" ---420 Not-to-Scale '1'//1 'r--------............. --: . I 1 1 I I ------, " _--~ I I I'f ---" 1--I TP-6' I I, / I 1 ~ -------------I I I' " I I I I I I - -__ - - _ -I -..... .;'" - /' -.-I 1 I ,I / I I r ----_ --_ ., ---: 'L I /1,,/, 1(----_ --_---r --f----"I 1/', (_ --,--I / '/ ' I ---_ ---J-~ / ' 1 / I ' , 1 I \ \ \ I / I --::. --_ -=------:::. :. 400 TP-1 I -.-I Legend TRACT"B" DRAINAGI3 POND 430 Approximate Location of ECI Test Pit, Proj. No E-11352, Aug. 2004 NOTE: This plate may contain areas of color. Eel cannot be responsible for any subsequent miSinterpretation of the infirmation resulting from black & white reproductions of this plate. " /"\" hI';"' ------=:.1=-=--: '/1/' \ ' r-----/' '-' I ' . \ ' \ \ \ "1 ,'-. , --,- \ 400 Test Pit Location Plan 3715 NE 19th Street Renton, Washington Drwn. GAP Date Aug 2004 Proj. No. 11352 Checked EL W Date 8/30/04 Plate 2 I I I I I I I I I I I I I I I I I I I 6 inch min. o 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric t 2 inch min./4 inch max. LEGEND Surface seal; native soil or other low permeability material. 1" Drain Rock Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. 12 inch min. 18 inch min. f 2 inch min. SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants, Inc. Ge.o.ecililical Ellgilleers. Geologists & El1\'irullillelltal SCielllists Construction Testing & leBO I \"ABO InSpecJion services TYPICAL FOOTING SUBDRAIN DETAIL 3715 NE 19th Street Renton, Washington Drwn. GAP Date Aug 2000 Proj. No. 11352 Checked ELW Date 8/31/04 Plate 3 I I I I I I I I I I I I I I I I I I I Non-Load Supporting Floor Slab or - Backfill Bedding LEGEND Asphalt or Concrete Pavement or Concrete Floor Slab Areas t:?o" 1 Base Rock or Capillary Break, o 0 as Appropriate Backfill; Compacted On-Site Soil o:=..:,....:z.;;",,,,,, or Suitable Imported Fill Material Minimum Percentage of Maximum Laboratory Dry Density as determined by ASTM Test Method 01557-91 (Modified Proctor), unless otherwise specified in the attached report text. Bedding Material; material type depends on type of pipe and laying conditions. Bedding should conform to the manufacturers recommendations for the type of pipe selected. Roadway Areas Varies 1 foot min. Varies Varies SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants, Inc. GeOIc:"cI1nl('al Ellgineers. GeologisfS & El1\'irolllnelual Scielltists construction Testing & leBO I ,,"ABO Inspection Ser\,lces TYPICAL UTILITY TRENCH FILL 3715 NE 19th Street Renton, Washington Drwn. GAP Date Aug.2004 Proj. No. 11352 Checked ELW Date 8/31/04 Plate 4 I I I I I I I I I I I I I I I I I I I APPENDIX A FIELD EXPLORATION E-11352 Test pit exploration was performed by Earth Consultants, Inc. (Eel) on August 18, 2004. The subsurface conditions at the site were explored by excavating six test pits to a maximum depth of twelve (12) feet below existing grade. The test pits were excavated by Northwest Excavating, subcontracted to ECI, using a rubber-tired backhoe. The approximate test pit locations were determined by pacing from site features depicted on a site plan provided by the client. The elevations were estimated from topographic lines on the site plan. The locations and elevations of the test pits should be considered accurate only to the degree implied by the method used. Exploration was limited in many areas due to existing residences and outbuildings. The approximate locations are shown on the Test Pit Location Plan, Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered, maintained a log of each test pit, obtained representative samples and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System that is presented on Plate A 1 , Legend. Logs of the test pits are presented on Plates A2 through A 7. The final logs represent our interpretations of the field logs and the results of the laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were collected and returned to our laboratory for further examination and testing. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I MAJOR DIVISIONS Coarse Grained Soils More Than' 50% Material Larger Than No. 200 SiEive ~ize Fine Grained Soils More Than 50·k Material Smaller 'Tt'an No. 200 Sieve Si,ze Gravel And Gravelly Soils More Than );0% Coarse fraction Retained On No.4 Sieve Sand And Sl\ndy Soils More Than 50% Coarse Fraction Passing No.4 Sieve Silts And Clays Silts And Clays Clean Gravels (little or no fines) Gravels With Fines ( appreciable amount of fines l Clean Sand (little or no fines) Sands With Fines (appreciable ,amount of fines l Liquid limit Less Than 50 Liquid Limit Greater Than Highly Organic Soils Topsoil Fill , GRAPH [SYMBOL oW oW :oW oW .J I~ XX LETTER SYMBOL TYPICAL DESCRIPTION Well-Graded Gravels, Gravel-Sand Mixtures, Little Or No Fines Poorly-Graded Gfavels, Gravel- Sand Mixtures, Little Or No Fines Silty Gravels, Gravel-Sand- Silt Mixtures Clayey Gravels, Gravel -Sand- Clay Mixtures Well-Graded Sands, Gravelly Sands, Little Or No Fines Poorly-Graded Sands, Gravelly Sands, Little Or No Fines Silty Sands, Sand -Silt Mixtures Clayey Sands, Sand -Clay MixtUres Inorganic Silts & Very Fine Sands, Rock FloLr,Silty- Clayey Fine Sands; Clayey Silts wI Slight Plasticity InprganicClays Of Low To Medium Plasticity, Gravelly Cfays, Sandy Clays, Silty 'Clays, Lean Organic Silts And Organic Silty Clays Of Low Plasticity Inorganic Silts, Micaceous Or Diatomaceous Fi~. Sand Or' Siity Soils' . Inorganic Clays Of-High Plaslici,ty, Fat Clays. ' Organic Clays Of Medium To High Plasticity, Organic Silts Peat, Humus, Swamp Soils With High Organic Contents Humus And Duff Layer HI!"hly Variable Constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. C qu W P * pcf LL PI DUAL SYMBOLS are used to indicate borderline soil classification. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, Ibs. per cubic ft. UQUID UMIT, % PLASTIC INDEX Earth Consultants Inc. (lCOll:t.iulicull!tlgillC:crs. Gvoh.~ists & En\'irt)fUl1etU~" S<..iellllsis I 2" 0.0. SPUT SPOON SAMPLER II 24" 1.0. RING OR SHELBY TUBE SAMPLER I WATER OBSERVATION WELL sz DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION ~ SUBSEQUENT GROUNDWATER LEVEL W / DATE LEGEND Proj. No. 11352 Date Aug. 2004 Plate Al I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: 3715 NE 19th Street Job No. I Logged by: 11352 ELW Excavation Contador: NW Excavating Notes: General Notes W (%) 6.3 6.5 .J, .J, .J, H I--- 1 I--- 2 I--- I--- 3 I--- I--- 4 I--- I--- 5 I--- I--- 6 me o.l:l m E :::J>-m TPSL SM I Date: 8/18/04 Test Pit No.: TP-1 Ground Surface Elevation: 431' Surface Conditions: Depth of topsoil 18" grass Brown topsoil Light brown silty fine SAND with gravel, loose, moist. -iron oxide staining -becomes gray, dense -becomes very dense of 1 Test pit excavated by Northwest Excavating with a rubber-tired backhoe. Elevations based on topographic map provided by client. Test pit terminated at 6 feet below existing grade. No groundwater encountered during excavation. ~ '" Test Pit Log ~...J ~~~~l!~!e~~' 3715 NE 19th Street Kent, Washington !:: ~r--------------r------------~--------------+-------------~--------------~----------~ ~ Proj. No. 11352 I Own. GAP I Date Aug. 2004 Checked ELW Date 8/31/04 I Plate A2 Subsurface conditions deplded represent our observations at the time and location of thiS exploratory hole. modified by englneenng tests, analysIS and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this IOQ. I I I I I I I I I I I I I I I I I I I ~ iii b C) (3 w Test Pit Log Project Name: 3715 NE 19th Street Job No. I Logged by: 11352 ELW Excavation Contactor: NW Excavating Notes: General Notes W (%) 5.8 2.7 7.3 Test Pit No.: TP-2 Ground Surface Elevation: 433' Surface Conditions: Depth of topsoil 8" grass Topsoil Light brown silty fine SAND with gravel, loose, moist. -becomes gray, medium dense, iron oxide staining -lightly cemented -15.8% fines -becomes very dense, well cemented of 1 Test pit terminated at 7 feet below existing grade. No groundwater encountered during excavation. &~--------~--~--~--~~----~------------~----------------------------------------~ iii '" Test Pit Log 8 ~~~}!~!E!~· 3715 NE 19th Street ..J Kent, Washington t: ~~--------------r-------------~--------------+--------------r--------------~----------~ In 11352 I GAP I A 2004 ELW I Date 8/31/04 I A3 ~ Proj. No. Own. Date ug. Checked Plate Subsurface conditions depicted represent our observations at the time and location of thIS exploratory hole, modified by englneenng tests, analysIS and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this lOQ. I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: 3715 NE 19th Street Job No. I Logged by: 11352 ELW Excavation Contactor: NW Excavating Notes: General Notes W (%) 5.6 5.4 ~ 1 f-- f-- 2 f-- I-- 3 f-- I-- 4 f-- I-- 5 f-- TPSL SM I Date: 8/18/04 Test Pit No.: TP-3 Ground Surface Elevation: 431' Surface Conditions: Depth of topsoil 6" grass, blackberry bushes Topsoil Reddish brown silty fine SAND with gravel, loose, moist. -becomes light gray, medium dense -iron oxide staining -becomes gray, dense -becomes very dense, well cemented of 1 Test pit terminated at 5.5 feet below existing grade. No Groundwater encountered during excavation. ~r---------~--~--~--~~----~------------.-----------------------------------------~ ~ _ Test Pit Log 8 ~~~~:!~!!:!;. 3715 NE 19th Street ...J Kent, Washington ~~-------------r-------------T--------------+-------------~---------------'----------~ ~ Proj. No. 11352 I Own. GAP I Date Aug.2004 Checked ELW I Date 8/31/04 I Plate A4 '=S-:ub~s":'u-:rfa-oe--co-n-d=iti:-on-s-d-:-eLp:-lct:--:-ed-re-p-rese--n-:"t-ou-r-o-=-bse~rv-a-:-:tio-n-s-a-=-t th:::-e":":"tlme---an-d='=IO-catiO--:-:--n-of-:":":"th-=-lS-e-xp-::l-orat-:-"o.L.ry"":h-O":""Ie-, m--od":::jfi=-ed-:-:-b-y-en-g7m-ee...1n7n-g-:"tes--:-ts-, -an-a-=-Iys-:IS~ and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this lOQ. I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: 3715 NE 19th Street Job No. I Logged by: 11352 ELW Excavation Contactor: NW Excavating Notes: 0 :8 General W :2 a~l D-E Notes (%) I!! CDLL >-C (!) CJ) 1 r-- f-- 3.8 2 r-- f-- 3 - - 4 - - 00 5 - - 6 - 5.4 r-- 7 ~ t ~ CJ)O 0.0 CJ) E '::J:; TPSL SM 1 D~;~8/04 I s~eet Test Pit No.: TP-4 Ground Surface Elevation: 429' Surface Conditions: Depth of topsoil 6" grass and small trees lopson Light brown silty fine SAND with gravel, loose, moist. -becomes light gray, medium dense -trace iron oxide staining -becomes dense, gray -becomes very dense, well cemented -23.3% fine of 1 Test pit terminated at 7 feet below existing grade. No groundwater encountered during excavation. Test Pit Log 3715 NE 19th Street Kent, Washington ~r--------------r-------------.--------------+--------------.--------------~----------~ ~ Proj. No. 11352 I Own. GAP I Date Aug.2004 Checked ELW I Date 8/31/04 J Plate A5 Subsurface conditions depicted represent our observations at the time and location ofthis exploratory ~ole, .. M .. .' ... "" by _e::~"."" .. :.~, t~sts,.~~~~i~. and judg~ent. T~ey are not neces~rily representative of other times and locations. We cannot accept responsibility for the use or by others of information presented on thIS lOQ. I I I I I I I I I I I I I I I I I I I e iii g i3 w Test Pit Log Project Name: 3715 NE 19th Street Job No. I Logged by: 11352 ELW Excavation Contactor: NW Excavating Notes: General Notes W (%) 7.1 5.4 0--0 &..0 D.E !!! >-C)CI) ~ -L- '" &. ~ a·a. CD it: E o aI CI) r--- 1 r--- 2 r--- r--- 3 r--- r--- 4 r--- r--- 5 r--- r--- 6 r--- Cl)O u.o CI) E ':::lJ; TPSL SM I Date: 8/18/04 Test Pit No.: TP-5 Ground Surface Elevation: 427' Surface Conditions: Depth of topsoil 12" grass Brown topsoil Reddish brown silty fine SAND with gravel, loose, moist. -becomes light gray, medium dense -iron oxide staining -becomes gray, dense of 1 Test pit terminated at 6.5 feet below existing grade. No groundwater encountered during excavation. ~~--------~--~----~~--~----~------------~------------------------------------------~ ;-~~~~~. Test Pit Log 3715 NE 19th Street Kent, Washington ~~-------------,--------------,---------------~-------------,----------------,-----------~ m Proj. No. 11352 I Own. GAP I Date Aug.2004 Checked ELW I Date 8/31/04 I Plate A6 Subsurface conditions depicted represent our observations at the time and location of thiS exploratory hole, modified by englneenng tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this IQQ. I Test Pit Log Project Name: I Sh;et of I I I I I I I I I I I I I I I I I I -. 0.. C!) ~ C!) 9 !::: 0.. t; ~ 3715 NE 19th Street 1 Job No. I Logged by: I Date: Test Pit No.: 11352 ELW 8/18/04 TP-6 Excavation Contactor: Ground Surface Elevation: NW Excavating 429' Notes: 0 :8 .c= .!! en e Surface Conditions: Depth of topsoil 8" General W :c Q.. . 0.. 0.0 D-E Q) u: E enE Notes (%) ! >-o IV ::>>-(!) en en en ~ TPSL Topsoil 1-SM Light brown silty fine SAND with gravel, loose, moist - 2 - -4.0 -becomes tan 3 SP-SM Tan poorly graded SAND with silt, medium dense, moist 3.3 r----6.5% fines 4 SM Light gray silty fine SAND with gravel, dense, moist r--- 5 r----iron oxide staining e-- 6 i--, r----becomes very dense 7 i-- I-- 81-- f---- 9 e-- f---- 10 e-- 9.9 r--- 11 e-- r--- 12 Test pit terminated at 12 feet below existing grade. No groundwater encountered during excavation. _~~~u}~!!!. Test Pit Log 3715 NE 19th Street Kent, Washington Proj. No. 11352 I Own. GAP I Date Aug. 2004 Checked ELW Date 8/31/04 I Plate A7 .. Subsurface conditions depicted represent our observations at the time and location of thIS exploratory hole, modified by englOeenng tests, analysIS and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this IQQ. I I I I I I I I I APPENDIX B LABORATORY TEST RESULTS I E-11352 I I I I I I I I Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I I fr W z u: I-z W 0 fr W a.. 0 0 l:::. Particle Size Distribution .E c .E .E I::! 8 i .E .E .E ";" .s i ~ I 0 i I i .., N ~ i i i 100 ~ ~i : : ~ ~~ iti. 90 ~ i'\ I' . . · 80 j' ~ · , , 70 !"'"o ~ !~ · · -..~ ~ , 60 ..... --ti ~ , : · · l 50 · · ~ : " · · · · ~~ · 40 IN R' · 30 N · · i" ~ . . · · · · . 20 ,\1 · . 10 · 0 200 100 10 1 0.1 GRAIN SIZE -mm % COBBLES % GRAVEL % SAND % SILT % CLAY 32.3 51.9 15.8 37.9 38.8 23.3 93.5 6.5 SIEVE PERCENT FINER SIEVE PERCENT FINER inches 0 0 l:::. number 0 0 l:::. size size 1.5 100.0 100.0 100.0 #4 67.7 62.1 100.0 3/4 91.7 74.1 100.0 #8 59.2 57.5 99.9 3/8 79.6 67.8 100.0 #16 53.7 54.2 99.3 #30 47.0 49.2 92.6 #50 35.1 39.8 54.9 #100 23.1 30.0 17.5 #200 15.8 23.3 6.5 >< GRAIN SIZE 060 2.56 3.61 0.327 030 0.228 0.150 0.197 010 0.111 >< COEFFICIENTS Cc 1.07 Cu 2.96 o Sow-ce: Sample No.: TP-2 o Sow-ce: Sample No.: TP-4 l:::. Sow-ce: Sample No.: TP-6 EARTH Client: Project: 3715 N.E. 19th St CONSULTANTS, INC. Project No.: E-I1352 Report H · · · · · : : : 0.01 0.001 USCS AASHTO PL LL SM SM SP-SM SOIL DESCRIPTION o TP-2: 2.5' -8M Tan silty Sand wi1h gravel; 2.6% moisture o TP-4: 6.5' -8M Gray silty Sand wilh gravel; 5.4% moisture l:::. TP-6: 3.5' -8P-SM Tan poorly graded Sand wi1h silt; 3.3% moisture BEMARKS: o Tech: SEP o Tech: JNC l:::. Tech: JNC Elev.lDepth: 2.5' Elev.lDepth: 6.5' Elev.lDepth: 3.5' Plate Bl I I DISTRIBUTION I E-11352 I ~ Copies J & M Land Development P.O. Box. 2566 I Renton, Washington 98056 I Attention: Mr. Marc Rousso I ~ Copies Jaeger Engineering 9419 South 204th Place Kent, Washington 98031 I Attention: Mr. Jim Jaeger I I I I I I I I I I Earth Consultants, Inc. I • • • • • Geotechnical Engineering Earthwork Observation & Testing Services Geological Services Laboratory Testing: Construction Materials Engineering & Inspection Environmental Services Earth Consultants, Inc., a subsidiary of U.S. Laboratories, Inc., is a consulting geotechnical, environmental, and materials engineering firm specializing in providing high quality services, which are economical and responsive. Our multidisciplined approach includes a broad base of services which include: I I I I I I I I I I I I I I I I I I I " PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: December 28,2004 Sunset Crest Short Plat Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, W A 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-119, SHPL-H, ECF Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat approval for a eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. The proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south of NE 19th St. terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are also present. 3715 NE 19th Street -.~ GRAPHIC SCALE 'ko .. ...,u....; i 1~~11l City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page20f9 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: Exhibit 3: Exhibit 4: Exhibit 5: Neighborhood Detail Map (dated 09/28/2004) Preliminary Short Plat (dated 09/28/2004) Preliminary Drainage and Utility Plan (dated 09/28/2004) Zoning Map: Sheet D5 East (dated 1210412003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Residential - 8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residence and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Multi family residential; R-10 zoning West: Single family residential; R-8 zoning NE 19th Street 3.85 acres (167,622 square feet -gross area) Area Comments Existing Building Area: NA NA NA All structures to be removed. New Building Area: Total Building Area: D. HISTORICAUBACKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 4498 4404 4337 NA N/A 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 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations hex_ SunsetCrest Date 02/20/1995 06/07/1993 12116/1991 City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page30f9 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 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; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND hex_SunsetCrest The site would be subdivided into eight (8) lots for the eventual development of detached single- family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An Olympic gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from NE 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un- named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF Comprehensive Plan Land Use designation. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 4 of9 proposed plat would arrive at a net density of 5.4 dulac after the deduction of the public street and critical areas from the gross acreage of the site. The subject land use application is vested to the R-B Development Regulations in effect prior to the new code effective date of November 10,2004. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on November 2, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Sunset Crest Short Plat. The DNS-M included nine (9) mitigation measures. A 14-day appeal period commenced on November B, 2004 and ended on November 22, 2004. No appeals were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume " of the 2001 Storm water Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. B. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS hex_SunsetCrest 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 City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-D4-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 50f9 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 SHORT PLAT CRITERIA: hex_SunsetCrest Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: . (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The plat has a net density of 5.4 dulacre which is within the allowable density range. Policy LU-3S. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All eight lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 sq. ft. and the largest lot is 6,640 sq. ft. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. Policy H-4. Encourage infill development as a means to increase capacity. The addition of eight (8) new single family homes to an under-developed property would increase the City's housing supply, thereby furthering the following objective of the City of Renton. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Honey Creek. The ERC issued a mitigation measure on the project to mitigate impacts including: providing permanent fencing and signage along the critical area buffer. (b) Compliance with the Under/ying Zoning Designation. The 3.85 -acre site (gross area) consists of one parcel designated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to eight dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public' rights-of-way and private streets serving more than three lots and critical areas are deducted from the gross acreage of the site. After the deduction of 103,382 square feet from the 167,622 gross square foot parcel (167.622 gross sq. ft. -103,382 sq. ft. total deducted area = 64,204 net sq. ft. I 1.47 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (8 units I 1.47 acres = 5.4 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 66 feet and lot depths are proposed from 84 to 106 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 6,640 square feet. The short plat would create eight lots and two tracts with the following sizes: City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page60f9 hex_SunsetCrest Lot Area (square feet) Access 1 4,500 NE 19tn St. 2 4,500 NE 19tn St. 3 5,266 NE 191 " St. 4 5,961 Road A 5 5,460 20' access 6 4,870 Road A 7 5,400 Road A 8 6,640 Road A Tract A 88,020 N/A Tract B 20,772 15' easement Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes within the R-8. Building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for those lots fronting the new public right-of-way, Road A. All lots comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-8 zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 zone. 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. Accessory structures are permitted only when associated with a primary structure located on the same parcel. A single family residence and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. 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. The R-8 zone restricts lots greater than 5,000 square' feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (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. The side lot lines of the proposed lots are at right angles to street lines. All lots would have direct frontage to public roadways. New Lot 5 is a pipestem lot that would be accessed via a 20 ft wide driveway. As proposed, all lots 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. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan does include setback lines for each lot showing potential building envelopes and 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. City of Renton P/B/PW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 70(9 hex_SunsetCrest However, new Lot a would contain a 15 ft. drainage easement along its entire west property line. The width of Lot a is proposed to be 66 ft. With 66 ft. for the lot width minus 15 ft. for the easement, 51 ft. of width remains which meets the lot width for an interior lot. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lot 3 to be located at the intersection of public rights-of- way. The proposed short plat would provide a radius of 25 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to Lots 1 through Lot 3 is proposed directly to NE 19th Street. Lots 4 through a would be accessed from the new public road, labeled as Road A. A ten foot right-of-way dedication is required for NE 19th Street Ave. NE. The applicant has shown six (6 ft.). An additional four feet is needed. It appears that Lots 4 and 5 could be reduced by four feet and maintain lot area that complies with the R-a standard. This revision can be done as part of the final plat process. Street improvements along the frontages of NE 19th St. and Road A are required, including pavement, sidewalks, City of Renton streetlights, street name signs, etc. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, storm drainage tracts and critical area tracts as a condition of short plat approval. Topography: The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large overhead powerlines. Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. The ERC placed mitigation measures on the project requiring temporary and permanent fencing and signage of the critical areas. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the south, west, north and east. The proposed detached single family development appear~ to be suitable within the context of the existing uses in the area. The abutting neighbor located to the immediate west of the proposed development has requested that a fence be placed along the new public road as the road would be located between 7 and 10 feet from the outside wall of the existing residence. The new road would carry traffic from seven of the ten lots plus occasional traffic for maintenance of the storm drainage facilities. As cars would be turning and backing out onto this new road, headlights, glare and noise would be potentially created. To ensure the privacy of the existing residence and to reduce glare and sound from the proposed development, staff recommends as a condition of short plat approval that a six foot high solid fence be installed along the entire west property line of the proposed development prior to recording of the short plat. If in the future, the abutting property is developed. The fence can be removed if needed. City of Renton PIB/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 8 of 9 hex_SunsetCrest Community Assets: The plans indicate that all vegetation, except for that within the sensitive areas, would be removed for the development of the short plat. As a result of the loss of existing vegetation and in keeping with the code, which requires adding attractiveness and value to the property, staff recommends the following condition: the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. In order to ensure the trees are maintained and/or replaced if damaged, the applicant shall be required to record a restrictive covenant against the property. The restrictive covenant shall indicate that two ornamental trees are required to be planted and maintained within the front yard setback area of each new lot. The restrictive covenant shall be recorded prior to or in conjunction with short plat recording; however, the trees shall be planted prior to final building permit inspection. (e) Availabilityand 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. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 8 = 3.52 rounded up to 4 students). The schools would include: Sierra Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage / Surface Water: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HOPE). This HOPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gabion basket energy dissipater structure would be located at the outfall to disperse the pipe discharge into the stream. Furthermore, staff recommends as a condition of approval that Tract B (storm drainage) be fenced (no chain link if feasible) along its entire perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north should include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The fence should be of a quality material, not chain link (if feasible), to reduce the impact of the drainage tract. Water and Sanitarv Sewer Utilities: The proposed development is within the City of Renton water service area. An eight-inch watermain and service lines are required to be installed to serve the plat including fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. New water service stubs to each lot must be installed in conjunction with the above water main extension. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A Water System Development Charge of $1,525 per each new lot is required to be paid at the time of the issuance of the construction permit. City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 90f9 There is an 8" sanitary sewer main in NE 19th St. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. H. RECOMMENDATION: Staff recommends approval of the Sunset Crest Short Plat, Project File No. LUA-04-1l9, ECF, SHPL-H subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 3. A six foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 4. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 5. Tract B (storm drainage) shall be fenced (no chain link if feasible) along its perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. hex_ SunsetCrest A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL GRAPHIC SCALE k·-J ii i •• ( III I'EET ) 1 incb • 200 tL (j ~ ~ ,:Ii "" 0: a:-~~ W 8 I";' W -<: co:il 0 z ~O\~l\l -c '"' (j '" .::l j;)' z -<:~~~ W -'-5 _-0 . n " ! i ~ t DATE: V)~~;g 0\:': c: • ~ ~~ .... ~ ~ a: .... .... gs ~:;; ili~~~ I;i 3~~ t...i '" cs:z: ~ ~~ ~ ~ ~ ~ <..l ~ .... is ~~ ~II ....,0:: 2ig Q<.J .~ ~~ ~!j ~ ~ .., ~ SCALE; ," -200· DESGHBY:~ DRYIN.BY:~ ... EET __ 1 __ 0' __ 1 __ A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ t i~",1'II" .. ~ j:l~ -I Sd8l~lIIar ~'.. ",= I-I.~jl i/::.:,r.p· II'ili1l11111 .11 I,,! ~ i!', !r:iIIliI'liI~b'l J'eo i'I:'J'~I' . ""IiI • _ J::a 13J.UI ::~ :1r.1.~ '. /....... / / '" _. " "':,.,,_,,_, '-"""", 7, 7: ,"0 ~.::--,.r-.-, ,""'''''-,-.. -. ,--.~"-:;Ji'=---~--<l"'--HI?'!l''''"laBv.: .I~ / 3Wj " "i«-1 a~~~~_.~~ J$"~; __ =-" .. ~_ ~c-L}:~ !L3I.;!!f_~ L _ J --.WjL ~i • J~, =-...lim:I.b~uUi ~~_::1:;' :'jF..lli'Jl:-L:= __ _ -"Wff--,;; ~ I ' -,' .;"':"~-ti!::7f~:F=''''~1.~-' " I 'i .. I .. ;r:,. /' -~ f· .... ' .. '.. ---....... .... " .... , I ,_., " ~ 3,.0 !IO:-O'" -'01.--..... _ _I .... Of _,t ,_ of -I' --/'~ '. T ~ 1-' ,r- , ~"\ 1 t,r,:::;lIie' I I, ~'r---'~'~"'f------"I:all;m ~ \ !)\ I/·=t .or ~ //11 : / :1: ;1::1 !i=!:F;f.:"."'7' \, r;; I I, \, ...... : 1-'" .. : 51'} :t~ 2 W:"1,,,~: / ;.~\ ~ • .'1'. ,'_"_11 f: :~: '" : ~ 4:SF~:. ~/' ~ \ \ l' : \, :~ J,\ 1 Ll---rrt!'-"-,<-,::'IT-==-::'-J I , , " /~i: ~'~I v .oj, I ". I '''. \ \, r-... L--;'rlJ.!>---. .'~"~\ \\\ "\"\' /// I ~_L ,f d~~~r\---~----:! , \\ v / '/ I ~;:; 1'1--~ I I~ 5.10 SF" II .: ;;~" / '\ II C -;-----_" J J: ',\"'j _ ·~'I ,';""" \\ ~ :, -.::.~-_~ L ____ ---I 1='00' •. \\\ "I ~ -.7' I i~\d \ \, / . ~I / ~---:~=---r ,~_ .,'.'.. 0" .... ,I j' ~ ,/ '. \ 6 \ ~.I ,},: 1'~\ ' . \~tr_.:. ) : """ ~:\ bI , -"-'" .~\ ;\' ! ( \,~ / -~-=:...1:::=~ I \ \ I, \ , r----=cI" ___ _ ~\ I,,· I ': ~\ / / \ 7 \ l : '_ I" I. ~_-~ ~.oo" .. " ) "1~ .\" ( •• Ii .~ ;: ~\ \ ,,~~,~\ \. ~~:Ol~--)/ ~-,,-:;;"'~W./ " .~'!t\~ .. ~~: '\ ,I I >f--""'-'-. ""t. "" ,\ ~ . :-6IDs/L !','" ~--.: '-:::::;...... /, ...... ",.--• , . ··!P au.: \ I I \ / ~1 f _ -. .::::--:. ......... ~ ... .... ..... (/I ~' , -" --\-:---", /'1'11 /1 o~:. -::.-::---;::-rl:::..:~~ \-~.\ "\"'\ I ~l _____ ,_JII'j !t((_-::-'::.::.:2::::'8:::S~ ••• , '\ \, .~~ /'1 / II --'""::::-i~----% \ 'I" ...... ...-......... ( -61,tt 1'·'/\,'II;;!-;'--:-:::':-t:::'::::I:::'-§:~~.a" , " I _.-'1_ .. - -"" ... ;', .~ TRACT"8~ !/"if .~I'1':,-:t.:::::-::=-:::¥ .. VICINITY MAP SITE SERVICES SEWER: CITY OF RENTON WATER: CITY OF" RENTON SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY or RENTON TELEPHONE: aWEST ELECTRICAL & GAS: PUGET SOUND ENERGY CABLE T.V.: COIJCAST CABLEVISION SITE DATA AREA: 167,622 SF OR 3.85 ACRES AREA IN STREETS: 15,227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 88,020 SF OR NET AREA: 1.47 ACRES PROPOSED NO. LOTS: 8 ZONING: R8 PROPOSED DENSITY: 5.44 UNITS/ACRE 2.02 AC EASE"'ENTS NOT SHOWN: , ""'~I 'D\~ tt-,r, DRAfNGE,.POND 1/.' :\\ ~~\ \ r-".J:::::'~_~-;:~ , , 20mS,. './/1'·\1\\1\, \~ \ IJ::::=-=~~ " ____ -' i" , I ('\ I 'I ' I_~ \ ,~\~~-:..----"JII,~1/ /1/ '/rJi'~!I!~~/111 STRUCTURES SHALL BE PROPOSED USE: R-8 ZONE: SINGLE FA ... ILY DETACHED RESID, OLY ... PIC PIPE LINE CO ... PANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASE"'ENT OlY"'PIC PIPE LINE COMPAN1Y: REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASE ... ENT. TRACTS: TRACT A: SENSITIVE AREA: 88.020 SF TRACT B: DRAINAGE: 20.772 SF TOPOGRAPHY AND BOUNDARY SURV(Y BY: *eentre ""I lib '", ...... red,,..I .. ,,U 01003 _ _ Pointe fa&:!) NI-IDOI Surveying , ", .~ _---II':~III·~Jl.li,/!/,'"-T:-_>:" I' .. -,J/// /ll,/, /. /I"'K ....... ~ _ -. __ I. '/ ~ /',. I',f,' "//' ///1 NOTE: AlL EXISITNG SITE ADDRESS: 3715 NE 19th ST. , I '-"'l.-"--_h''''fll?£/I~/'illll''/' 1 RE"'OVED \ I, ;, ~~--";'----'::--1/:::'~ ,I~~");,/'l//!!/I:' I I; " --~---'" ->$QI;!I'~,E ~ /I;/{ . r~ ,.\\\j:§~::==:::::-';//;I"f/ltlil;;'Vtlll ~ ~ I; }A-t-\-~l--::,: ----~ ---: .... / ~~////I J/ a \ I~ ~t:"'="--:::-~~::;:-::: -::. //A" ;!;%/.'f;i; ,I I • '~----,,-!." . 11,/11 ' ", -, _,,-ii' -.---. hl'0""0 I ' 1' ... _ _ -?--"""-'j' 'I, I . ---=----/"'/'~//,"':!' " ~ -'" .-~ -=------,::-~-~:...{~//~ \: :. "~J,o;~:~:' ~ ::: ~ <;-;:-~: !Y( :;5:;;:1 1 .~' , ,,~ --;--: ----'\,/: //.~/~ . '~ ~ -=-J / ; -::: "> " .1 /~ ~9:/ ~~, 'L: \\ \ .~"., ~ ::: ::: /' / ;1 /~'t#;;ll \, "~, ..:::-. ----/~/~$(W!-'i'//-'«o, r; I --'t' '--"~~" ~f~·" :----" \ ~ ~ 1 I -(f s:;-:;,J./';~ \ \\ ,)%}~~~ I', )'/~!~"f" :-,::-:::;"~'.::" '\\ ' ,~~~~, \ '1111,", /. :':"";"i:.~·"" '~i . i '::-~':;~'.:,:::-II;{'.~I,>'. ~ :::--...... "' '~" '·3 d:'h' .3:.310 ... , .;::-'",,\.,~-,,/ II G . a, ""'(~,, ~ ;,hs:Ji"-' , ~, \ ~, ............ '::::''';;'-1// r.. ... tt'l-~'~~\.. ~:.;:?/,I y>Q'tI: • ~~~;::_'='-== ~-=-I, a.u'-· ~~~:~~--"J" ~.t.".r''''''' ASSESSOR'S NOS. 142305 9031 LEGAL DESCRIPTION THE WEST HALF' OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER or THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W .... " IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF ADN EXCEPT THE NORTH 15 F"EET THEREOF" FOR COUNTY ROAD PROPERTY OWNER VIOLET HONEA 3308 PARK AVE. N RENTON, WA. 98056 t GRAPH1C SCALE .0 ~~ 110 bI': -I (1JI'J'D'f) I Incl>. " fl. t.:l Z 0::. Ww~_~~ 1l."""I10 Z £~~6 (3~0I!~ z;~~~ W 5...: 0'":" Vl~:Z~ a:: ~~ 8 11 W6; ~\i. t.:l W <l: "") < Cl I-« « ~ a: l- I-::s ct Cl ~ a 0-'" Vi ct;; ~O~ t;; 3~l.J lLJ '" " ~ ~~ «'" I-bl ti~ ~ it l ~ >--~ ~c III&: o~ ~:6~ ~5 ~~! ~o: s~--<.J" ~ ~Q:: oS~ -'< ~'"" .. :5 =.! ~ 8 ~ ~ i~ ..iLlUIl!. 1· ... 0· DESlGNI""--1>!L 0HIf.1Y:~ .... ,--L- ~ --L- A PORll0N of the S.E. 1/4, "'1' , \ \ .-:.-~\-jliiiP ) I J II1II11'1 J \ -.0-LI ". _ DRAINAGE DETENTION: \ LEVEL 2 DETETION STANDARD '. FENCED POND WITH 2:1 SIDE SLOPES \ ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0, AREA-4416 S~ BonOM: 423.0 AREA'!' 1976 SF \ VOLUME PROVIDED: 15980 CF' VOLUME REQUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE . TOP .WETPOND ELEV: 423.0.· AREA.. 1976 SF BonOM WETPOND ELEV: 419.0. AREAD600 SF' VOLUME PROVIDED: 5152 CF' VOLUME REQUIRED: 5127 CF' TOPOGRAPHY AND BOUNDARY SVR"!''Y B'r': *Centre ""' ... ,-" ..... """..,,14 1I0OI _ _ Pointe (lOll .... , ... Surveying \ 23 N" RANGE 5 E., ;1 •• ~ !~ , TYP. INTERIOR PLAT ROAD HOT ro ~AL£ t;i. ~ . i ~ ~r~~ I"' : -< ~,-. -: /1J~i j. f-~S::: 0+00 1.00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET S(:I.I.t:: HORtZ.: '-·40' "I:RT.I 1-.4' i GRAPHIC SCALE .. td.... r eM-tV--. .• -----(ar,.., 'Nt.-.. n. " z ffi l _h ~~iH tiSs WJii f a::~" l~ wa; " W « ..., t .... ::J 0:: !,:", <:I ;:'''' a; ~ o\j~ .... 3~\i! (3 .. "" Il: 'H ~ ~., ~ i .... I~ ~I~ ~a: ~ji ~~ ~!j ~ ... ,..1- .. ..1- R-l --"'-" " s ""\ !-.... j-------'·~'-£N------ \ ~.------- E5 .. 9 T23N R5E E 112 D5 - - - -Benton dity UmltIII 1:4800 4 T23N R5E E 1/2 S304 " PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: December 28, 2004 Sunset Crest Short Plat Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnnWheatman Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, W A 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-119, SHPL-H, ECF Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat approval for a eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning deSignation. The proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south of NE 19th St. terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are also present. 3715 NE 19th Street GRAPHIC ·SCALE I!!~)ft. City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page20f9 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: Exhibit 3: Exhibit 4: Exhibit 5: Neighborhood Detail Map (dated 09/28/2004) Preliminary Short Plat (dated 09/28/2004) Preliminary Drainage and Utility Plan (dated 09/28/2004) Zoning Map: Sheet D5 East (dated 1210412003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Residential - 8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residence and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Multi family residential; R-10 zoning West: Single family residential; R-8 zoning NE 19th Street 3.85 acres (167,622 square feet -gross area) Area Comments Existing Building Area: NA NA NA All structures to be removed. New Building Area: Total Building Area: D. HISTORICAUBACKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 4498 4404 4337 NA N/A 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 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations hex_SunsetCrest Date 02/2011995 06/07/1993 1211611991 City of Renton P/BIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 30f9 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 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; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND hex_SunsetCrest The site would be subdivided into eight (8) lots for the 'eventual development of detached single- family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An Olympic gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from NE 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un- named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF Comprehensive Plan Land Use designation. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The City of Renton P/BIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 4 of9 proposed plat would arrive at a net density of 5.4 dulac after the deduction of the public street and critical areas from the gross acreage of the site. The subject land use application is vested to the R-8 Development Regulations in effect prior to the new code effective date of November 10, 2004. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on November 2, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Sunset Crest Short Plat. The DNS-M included nine (9) mitigation measures. A 14-day appeal period commenced on November 8, 2004 and ended on November 22, 2004. No appeals were filed. 3. COMPLIANCE WITH ERG MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERG) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume " of the 2001 Storm wa ter Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the ex/sting residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 8. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS hex_ SunsetCrest 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 City of Renton P/B/PW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 PageS of9 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 SHORT PLAT CRITERIA: hex_SunsetCrest Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: . (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The plat has a net density of 5.4 dulacre which is within the allowable density range. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in Single family residential neighborhoods except when flexible development standards are used for project review. All eight lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 sq. ft. and the largest lot is 6,640 sq. ft. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. Policy H-4. Encourage infill development as a means to increase capacity. The addition of eight (8) new single family homes to an under-developed property would increase the City's housing supply, thereby furthering the following objective of the City of Renton. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Honey Creek. The ERC issued a mitigation measure on the project to mitigate impacts including: providing permanent fencing and signage along the critical area buffer. (b) Compliance with the Under/ying Zoning Designation. The 3.85 -acre site (gross area) consists of one parcel designated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to eight dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots and critical areas are deducted from the gross acreage of the site. After the deduction of 103,382 square feet from the 167,622 gross square foot parcel (167,622 gross sq. ft. -103,382 sq. ft. total deducted area = 64,204 net sq. ft. I 1.47 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (8 units I 1.47 acres = 5.4 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 66 feet and lot depths are proposed from 84 to 106 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 6,640 square feet. The short plat would create eight lots and two tracts with the following sizes: City of Renton PIBIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 60f9 hex_SunsetCrest Lot Area (square feet) Access 1 4,500 NE 19tn St. 2 4,500 NE 19tn St. 3 5,266 NE 19tn St. 4 5,961 Road A 5 5,460 20' access 6 4,870 Road A 7 5,400 Road A 8 6,640 Road A Tract A 88,020 N/A Tract B 20,772 15' easement Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes within the R-8. Building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for those lots fronting the new public right-of-way, Road A. All lots comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-8 zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 zone. 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. Accessory structures are permitted only when associated with a primary structure located on the same parcel. A single family residence and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. 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. The R-a zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (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. The side lot lines of the proposed lots are at right angles to street lines. All lots would have direct frontage to public roadways. New Lot 5 is a pipestem lot that would be accessed via a 20 ft wide driveway. As proposed, all lots 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. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-a zone. The plat plan does include setback lines for each lot showing potential building envelopes and 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. City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 70f9 hex_SunsetCrest However, new Lot a would contain a 15 ft. drainage easement along its entire west property line. The width of Lot a is proposed to be 66 ft. With 66 ft. for the lot width minus 15 ft. for the easement, 51 ft. of width remains which meets the lot width for an interior lot. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-ot- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lot 3 to be located at the intersection of public rights-of- way. The proposed short plat would provide a radius of 25 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to Lots 1 through Lot 3 is proposed directly to NE 19th Street. Lots 4 through a would be accessed from the new public road, labeled as Road A. A ten foot right-of-way dedication is required for NE 19th Street Ave. NE. The applicant has shown six (6 ft.). An additional four feet is needed. It appears that Lots 4 and 5 could be reduced by four feet and maintain lot area that complies with the R-a standard. This revision can be done as part of the final plat process. Street improvements along the frontages of NE 19th St. and Road A are required, including pavement, sidewalks, City of Renton streetlights, street name signs, etc. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, storm drainage tracts and critical area tracts as a condition of short plat approval. Topographv: The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large overhead powerlines. Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. The ERC placed mitigation measures on the project requiring temporary and permanent fencing and signage of the critical areas. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the south, west, north and east. The proposed detached single family development appears to be suitable within the context of the existing uses in the area. The abutting neighbor located to the immediate west of the proposed development has requested that a fence be placed along the new public road as the road would be located between 7 and 10 feet from the outside wall of the existing residence. The new road would carry traffic from seven of the ten lots plus occasional traffic for maintenance of the storm drainage facilities. As cars would be turning and backing out onto this new road, headlights, glare and noise would be potentially created. To ensure the privacy of the existing residence and to reduce glare and sound from the proposed development, staff recommends as a condition of short plat approval that a six foot high solid fence be installed along the entire west property line of the proposed development prior to recording of the short plat. If in the future, the abutting property is developed. The fence can be removed if needed. City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-D4-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 80f9 hex_SunsetCrest Community Assets: The plans indicate that all vegetation, except for that within the sensitive areas, would be removed for the development of the short plat. As a result of the loss of existing vegetation and in keeping with the code, which requires adding attractiveness and value to the property, staff recommends the following condition: the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. In order to ensure the trees are maintained and/or replaced if damaged, the applicant shall be required to record a restrictive covenant against the property. The restrictive covenant shall indicate that two ornamental trees .are required to be planted and maintained within the front yard setback area of each new lot. The restrictive covenant shall be recorded prior to or in conjunction with short plat recording; however, the trees shall be planted prior to final building permit inspection. (e) 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. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 8 = 3.52 rounded up to 4 students). The schools would include: Sierra Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage / Surface Water: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HOPE). This HOPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gabion basket energy dissipater structure would be located at the outfall to disperse the pipe discharge into the stream. Furthermore, staff recommends as a condition of approval that Tract B (storm drainage) be fenced (no chain link if feasible) along its entire perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north should include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The fence should be of a quality material, not chain link (if feasible), to reduce the impact of the drainage tract. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. An eight-inch watermain and service lines are required to be installed to serve the plat including fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. New water service stubs to each lot must be installed in conjunction with the above water main extension. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A Water System Development Charge of $1,525 per each new lot is required to be paid at the time of the issuance of the construction permit. City of Renton P/BIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page90f9 There is an 8" sanitary sewer main in NE 19th St. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. System Development Charges of $900 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. H. RECOMMENDATION: Staff recommends approval of the Sunset Crest Short Plat, Project File No. LUA-04-119, ECF, SHPL-H subject to the following conditions: . 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 3. A six foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 4. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 5. Tract B (storm drainage) shall be fenced (no chain link if feasible) along its perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. hex_SunsetCrest I:) g-o ~ ".51 "tJ :~ :z: ~-8_ n ;> rn ("J > [;; PRO..E:CT; AIlOR£SSo SUNSET CREST SHORT PLA T 8 LOTS NEIGHBORHOOD DETAIL PLAN J7J5 HE 19th ST. JAEGER ENGINEERING 9419 South 204th Place Kent. WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 (f) (T1 o :j o z ~~ -i o :::E z (f) I -U N U Z :;0 ~ Z G) (T1 (J1 f'1 • co A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., I'· , ! RANGE 5 E., W.M. t 11lgJlIS1'iII1I atar I'::;,r,p' U;-iU',ur 'll~ ~!.! jj!i!j ~~:iI'h£ ~,d U;ilrU 111\"' :::7 :::11 ~~ ~ I~~.. 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TRACT B 11i'l'r;t~r1-\ \-i~-==-:::"-:::"·., OLYMPIC PIPE LINE COMPANY: SITE SERVICES SEWER: CITY Of RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST VICINITY MAP IU.5 ELECTRICAl & GAS: PUGET SOUND ENERGY CABLE T.V.: COUCAST CABlEVlSION SITE DATA AREA: 167,622 SF OR 3.85 ACRES AREA IN STREETS: 15.227 Sf OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 88,020 SF OR 2.02 AC NET AREA: 1.47 ACRES PROPOSED NO. LOTS: 8 ZONING: R8 PROPOSED DENSITY: 5.44 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PlANT CORP. EASWENT OLYMPIC PIPE LINE COMPANTY: , "" \~ 'D t;'"lri DRAlN~ POND I I ! : \t t : \of\I\ . \ ~-" -'= ::: ':1-~ -::: ~ '\ If.'-I" ".~.-/" _s~ _ -J'//i i : 1 \ II " \ ~\f1~ I; I//r~:.-~? ,~ ~' .. --,'ll!~I/./I!'II,!I'/I//K~ ---\~ 1-_-_ '/ '/1.// I.'/i;'.'///';//I" NOTE: ALL EXISITNG , _\--:o~-...:~::-I //II!' Ir j'}I}:I! /Il' STRUCTURES SHAlL BE '\ :, \ ~, . ..:}----;--:'.::-::;trf/~{~t))I;/y//,./;~~!it! REMOVED I'" \\j~~ -~----":jt$~~,E~~ ~JI" ~ SITE ADDRESS: 3715 NE 191h ST. ASSESSOR·S NOS. 142305 9031 REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASWENT. TRACTS: TRACT A: SENSITIVE AREA: 88,020 SF TRACT B: DRAINAGE: 20,772 SF TOPOGRAPHY AND BOUNDARY SURVCY BY; ~Centre "", .... --s.. .. '''nol •• ,.'1A. 01003 _ _ Pointe (26:1) 111-1lII0:I Surveying ~\ f~\ ~\ Wt~~·r_-E ~1~s: ~{k {~;~]Jfif~tl ~ ,"~ '~--. ::,;; -~ --->"';;~;l10'" '//0·' il , ' t ~.. _ -?-/ /" I '1/ 1 '\it ' . -----=--~-<~:::;-;f!/j./:·'I i. , ,-'" , --~..:::-:: __ -;-~I:'~p%,:,/K ' : '~'~~~~::;---;;;;-:-~:)f.~)?d:.:l I I '\' ~r" ~ --/> --.'G-. //.;f/-:;4! , " ~ '\ ti·~·~::.~-'~~-'/ /}/~'iff' I' L' , "' .... ~ ::: ::: -' / ~ ',I l'i/l'''f.r;!li,f , "~, --:::. ----/~/ilWf-b'ih:;:lo'lI ' \ --'t' '--"~---~~~. rr;,/·' ______ .... i __ _ " I \ li~~':;'" / i ('''1::7,/,,;. \ \ \~, 1"<-~ \'\I/;,'~"/I~"::-:::::'~"l~ '\\ \ ~::::.:::,. ~~, \ IfIl,; {I'I :.';',.'.~:-.... '~-" I ~~'\~' '-..''it7I;f', I ~ ~~.~ ~~,,--~;;rl~i ~ . .t:.r'-' ~ ~''''-~. ~J;iI! .",~" ~ -&~ \. ~",,-,::;.. II I r.v.tt~ \,~: " ~\n ~:tY" ~lI: • ""'".' ':;;C-~:::: --.:...-.::.. ,g·,ll'oI'''·' ::::t~~:~~-=-., .. " ~1W',r.-' LEGAL DESCRIPTION THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF ADN EXCEPT THE NORTH 15 FEET THEREOf FOR COUNTY ROAO PROPERTY OWNER VIOLET HONEA 3308 PARK AVE. N RENTON, WA. 98056 t GRAPHIC SCALE '10 t. ~ If ~ (IN PEn') linch .. " I\. <.:> z ~ ~ ~::l w£~~~ ~~~~~ (j~~~er Z;:::t~~ Wj~ ~ ~ .. tv ~ lie: 8 a: u..... .c: 10. WOo ~ <.:> W « "") , Q f-.. « « :::! c[ f-.. f-.. :5 0:: Q..c o f-..In ~ ~gs§ I-0:t.~ ~ ~V'):z ~ ~R «'" ~ t;:l it f-.. bj "~ J <J ~ i--~ :!; '" ~~ \O~; ~5 ~~~ ~Q:~~- C> ~ :I(! ~~ cl~j ~ :!; i~ .iL!UJ>!. DlS!CJI."I':......l.!L- -'"I':~ ~U' --L-- ~~ c " A PORllON of the S.E. 1/4, • ·1" \ ~-~l;-liIiti ': J .. A\\ DRAINAGE DETENTION: LEVEL 2 DETETION STANDARD FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 \ \. 50 YEAR WATER LEVEL: 428.0. AREAa4416 BOTTOM: 423.0 AREA"!' 1976 SF' VOLUME PROVIDED: 15980 CF' VOLUME REOUIED: 14554 Cf' WATER QUALITY: WETPOND BELOW DETENTION STORAGE . TOP WETPOND ELEV: 423.0.· AREA-1976 SF' BOTTOM WETPOND ELEV: 419.0. AREA-600 Sf' VOLUME PROVIDED: 5152 cr VOLUME REOUJRED: 5127 CF TOPOGRAPHY AND BOUNDARY SIIR\('Y BI> *eentre:::.. ... ..:.":.." = --Pointe (l1li "'-.". Surveying :\ 4, TOWNSHIP 23 N., RANGE 5 E., W.M; 1:1 ,.·"OUI\! !i ; .~ • I "',u ill TYP. INTERIOR PLAT ROAD NOT Tl> SCALC ti, : . i ~ ~iIfi}.l,i~ 0+00 1+00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET $CN.£: HeRI%.: 1-.40' \'tRT.1 1-.4' i ORAPHIC SCALE . ~. r r Jr-__ ,.......----~. , . ..." t INtI ... n. (!) Z 0: wl_h ~~i~i i3 ~ :t~ ZslitiS w~l~ i O=~lCl: wa; (!) w « "') ~ ~ ~ t ~ ::J Q:: ~~ o :;,'" a; ~ o\I~ ~ ~ bI'!I ~lOoq;;V\ ~ i!i" ~ ~.., ~ ~ Dl ~ ... ('5 I !~ ~Ii ~'" ~i~ o d~ ~~ "~J ~ "" ..L- " ..L- ".- R-l ZONING PIBIPW TBCBNICAL 1IBllV1CB8 UIOfI03 ES -9 T23N RSE E 112 - - - -I!entAm dity LImit,! 1 __ .. l-_ .. i ! :iNil'"ZStJ PH R D5 4 T23N R5E E 1/2 5304 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 AGENDA COUNCIL Ct:lAMBERS, 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON ' HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The app/ication(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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING December 28, 2004 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: Sunset Crest Short Plat PROJECT NUMBER: LUA-04-119, ECF, SHPL-H PROJECT DESCRIPTION: The applicant is requesting Environmental Review and Hearing Examiner Short Plat approval for an eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. All existing structures would be removed/demolished. The site is located within the Residential - 8 (R-8) zoning designation. Proposed lot sizes range from 4,500 sq. Ft. to 6,640 sq. Ft. Access to the lots is proposed via a new public street extending south from NE 19th St., terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are present on-site. HEX Agenda 12-28-04 PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Owner: Applicant: Contact: File Number: Project Description: Project Location: December 28, 2004 Sunset Crest Short Plat Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, WA 98056 James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 LUA-04-119, SHPL-H, ECF Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat approval for a eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning designation. The proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access· to the lots is proposed via a new public street extending south of NE 19th St. terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are also present. 3715 NE 19th Street GRAPHIC SCALE I!!~)n. City of Renton P/BIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner ·LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page2of9 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: Exhibit 3: Exhibit 4: Exhibit 5: Neighborhood Detail Map (dated 09/28/2004) Preliminary Short Plat (dated 09/28/2004) Preliminary Drainage and Utility Plan (dated 09/28/2004) Zoning Map: Sheet D5 East (dated 1210412003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman . Residential - 8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residence and associated outbuildings. ~ Ne~hborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Multi family residential; R-1 0 zoning West: Single family residential; R-8 zoning NE 19th Street 3.85 acres (167,622 square feet -gross area) Area Comments Existing Building Area: NA NA NA All structures to be removed. New Building Area: Total Building Area: D. HISTORICAUBACKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 4498. 4404 4337 NA N/A 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 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations hex_ SunsetCrest Date 02/2011995 06/07/1993 12116/1991 , City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 30f9 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 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; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND hex_SunsetCrest The site would be subdivided into eight (8) lots for the eventual development of detached single- family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An OlympiC gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from NE 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un- named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF Comprehensive Plan Land Use designation. The R-8 zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The City of Renton PIBIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-D4-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 4 of9 proposed plat would arrive at a net density of 5.4 dulac after the deduction of the public street and critical areas from the gross acreage of the site. The subject land use application is vested to the R-B Development Regulations in effect prior to the new code effective date of November 10, 2004. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on November 2,2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Sunset Crest Short Plat. The DNS-M included nine (9) mitigation measures. A 14-day appeal period commenced on November B, 2004 and ended on November 22, 2004. No appeals were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERG) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume /I of the 2001 Storm water Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract B. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards: 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. B. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS hex_SunsetCrest 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 City of Renton P/B/PW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 PageS of9 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 SHORT PLAT CRITERIA: hex_SunsetCrest Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: . (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The plat has a net density of 5.4 du/acre which is within the allowable density range. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All eight lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 sq. ft. and the largest lot is 6,640 sq. ft. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. Policy H-4. Encourage infill development as a means to increase capacity. The addition of eight (8) new single family homes to an under-developed property would increase the City's housing supply, thereby furthering the following objective of the City of Renton. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Honey Creek. The ERC issued a mitigation measure on the project to mitigate impacts including: providing permanent fencing and signage along the critical area buffer. (b) Compliance with the Underlying Zoning Designation. The 3.85 -acre site (gross area) consists of one parcel designated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to eight dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots and critical areas are deducted from the gross acreage of the site. After the deduction of 103,382 square feet from the 167,622 gross square foot parcel (167,622 gross sq. ft. -103,382 sq. ft. total deducted area = 64,204 net sq. ft. I 1.47 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (8 units I 1.47 acres = 5.4 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 66 feet and lot depths are proposed from 84 to 106 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 6,640 square feet. The short plat would create eight lots and two tracts with the following sizes: City of Renton PIB/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 6 of 9 hex_SunsetCrest Lot Area (square feet) Access 1 4,500 NE 1 gtn St. 2 4,500 NE 19th St. 3 5,266 NE 19th St. 4 5,961 Road A 5 5,460 20' access 6 4,870 Road A 7 5,400 Road A 8 6,640 Road A Tract A 88,020 N/A Tract B 20,772 15' easement Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes within the R-8. Building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for those lots fronting the new public right-of-way, Road A. All lots comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-8 zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 zone. 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. Accessory structures are permitted only when associated with a primary structure located on the same parcel. A single family residence and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. 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. The R-8 zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (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. The side lot lines of the proposed lots are at right angles to street lines. All lots would have direct frontage to public roadways. New Lot 5 is a pipestem lot that would be accessed via a 20 ft wide driveway. As proposed, all lots 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. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan does include setback lines for each lot showing potential building envelopes and 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. City of Renton PIBIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 70f9 hex_SunsetCrest However, new Lot 8 would contain a 15 ft. drainage easement along its entire west property line. The width of Lot 8 is proposed to be 66 ft. With 66 ft. for the lot width minus 15 tt. tor the easement, 51 ft. of width remains which meets the lot width tor an interior lot. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, exceptalleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lot 3 to be located at the intersection of public rights-ot- way. The proposed short plat would provide a radius of 25 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to Lots 1 through Lot 3 is proposed directly to NE 19th Street. Lots 4 through 8 would be accessed from the new public road, labeled as Road A. A ten foot right-of-way dedication is required for NE 19th Street Ave. NE. The applicant has shown six (6 ft.). An additional four feet is needed. It appears that Lots 4 and 5 could be reduced by four feet and maintain lot area that complies with the R-8 standard. This revision can be done as part of the final plat process. Street improvements along the frontages of NE 19th St. and Road A are required, including pavement, sidewalks, City of Renton streetlights, street name signs, etc. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, storm drainage tracts and critical area tracts as a condition of short plat approval. Topographv: The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large overhead powerlines. . i Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. The ERC placed mitigation measures on the project requiring temporary and permanent fencing and signage of the critical areas. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the south, west, north and east. The proposed detached single family development appears to be suitable within the context of the existing uses in the area. The abutting neighbor located to the immediate west of the proposed development has requested that a fence be placed along the new public road as the road would be located between 7 and 10 feet from the outside wall of the existing residence. The new road would carry traffic from seven of the ten lots plus occasional traffic for maintenance of the storm drainage facilities. As cars would be turning and backing out onto this new road, headlights, glare and noise would be potentially created. To ensure the privacy of the existing residence and to reduce glare and sound from the proposed development, staff recommends as a condition of short plat approval that a six foot high solid fence be installed along the entire west property line of the proposed development prior to recording of the short plat. If in the future, the abutting property is developed. The fence can be removed if needed. City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 8 of 9 hex_SunsetCrest Community Assets: The plans indicate that all vegetation, except for that within the sensitive areas, would be removed for the development of the short plat. As a result of the loss of existing vegetation and in keeping with the code, which requires adding attractiveness and value to the property, staff recommends the following condition: the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. In order to ensure the trees are maintained and/or replaced if damaged, the applicant shall be required to record a restrictive covenant against the property. The restrictive covenant shall indicate that two ornamental trees are required to be planted and maintained within the front yard setback area of each new lot. The restrictive covenant shall be recorded prior to or in conjunction with short plat recording; however, the trees shall be planted prior to final building permit inspection. . (e) 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. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 8 = 3.52 rounded up to 4 students). The schools would include: Sierra Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage / Surface Water: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The ·detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HOPE). This HOPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gab ion basket energy dissipater structure would be located at the outfall to disperse the pipe discharge into the stream. Furthermore, staff recommends as a condition of approval that Tract B (storm drainage) be fenced (no chain link if feasible) along its entire perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north should include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The fence should be of a quality material, not chain link (if feasible), to reduce the impact of the drainage tract. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. An eight-inch watermain and service lines are required to be installed to serve the plat including fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. New water service stubs to each lot must be installed in conjunction with the above water main extension. EXisting and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A Water System Development Charge of $1,525 per each new lot is required to be paid at the time of the issuance of the construction permit. City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page90f9 There is an 8" sanitary sewer main in NE 19th St. The conceptual sanitary sewer main needs to be modified to provide adequate separation from the water main. The sewer needs to be moved to the east side of the centerline. Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. The applicant is responsible for securing the necessary easements to serve this plat with sanitary sewer. System Development Charges of $900 per each new lot are required, These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. H. RECOMMENDATION: -Staff recommends approval of the Sunset Crest_Short Plat, Project File No. LUA-04-119, ECF, SHPL-H subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the removal of all buildings on the site prior to recording of the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 2. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. The agreement shall be placed on the face of the final short plat prior to recording. 3. A six foot high solid fence (no chain link with slats) shall be installed along the entire west property line of the proposed short plat. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The fence shall be installed prior to recording the short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. 4. The applicant shall be required to plant two new approved trees within the 20-foot front yard setback area of all lots within the short plat. The applicant shall be required to record a restrictive covenant' against the property prior to final short plat recording, which indicates that two trees are required to be planted within the front yard setback area of each new lot. This condition shall be subject to the review and approval of the Development Services Division and the trees shall be planted prior to final building permit inspection. 5. Tract B (storm drainage) shall be fenced (no chain link if feasible) along its perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north shall include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. All fencing shall be located and designed to not interfere with site distances required at intersections and driveways. The applicant shall submit a landscape plan and fence design to the City's Development Services Division for review and approval prior to installation. All fences and landscaping shall be installed prior to recording of the final short plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. hex_SunsetCrest g--0'51 :~ g-ii ;: § i '" ~ > "tl X ~-O [I} n > .... t"l PRO.£CT: ADORE'" SUNSET CREST SHORT PLA T BLOTS NEIGHBORHOOD DETAIL PLAN 3715 N£ 19th 51. » -U 0 :;0 ::::! 0 z 0 ..... ,..... :T (1) Yl fTJ -........ , r- .JAEGER ENGINEERING 9419 South 204th Ploce Kent. WA. 98031 Phone No. (25J) 850-09J4 Fax No. (253) 850-0755 ~ (/) f"T1 0 ::::! 0 z ~ -l 0 :E z (/) I -U N 01 Z :;0 » z G) f"T1 U1 fTJ ?IE 3:: '. A PORTION of the S,E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ t i,!§ .! [f,1IIlIm I'~ <ij fil • ....!j· 11::;,1;11' ~'iilI":UI1lll 1,,~!I!i!·. 'r:iIr'I,'lII'u', j'i! ":'''''!' '<i1'if. ,. . .. , c 11::111:8\'11 =:~7 ::~11.~ «. /......... / / .,. _. /) "!-.. ,-.. ~ .~ '''-'',. J • c· ~':"'~"'-'-"~P __ .~'~_n_' ---, -'" XftJ: nr"'tJIt!B 1:1( / I ~ ":201 ~--.1. ___ • ;I:n-" ... v ~.-!J.I:~ m .1.!.." .' 'NJ~.J~ g. -"""'j II",",·;J\·---·~ oaUi ~ "::'~·'·""":jii;;;;·"-~F'c~~ --,,=;~~:t~~C ~1~~~~~:-7~~~ ~~:f~;';::=;~·--~=-r ..... _,1 ; ..... ~o \ I' 'Fiifru"u' --,~I ~'.t>r---i~'~"f-----_"I'alll!I'Ei •• ,_.J \ ! )\ k·' r I, /j : 3/ : I: ';1: 1 : I ft:::i~f':~:;:-U \ r ~~ : rL,_.. \,.r."~l, ". ,~i ~~ it~ ,~"~:,,OOST ~// ~\ ~y~ / ~"'lii)~C~~~1~t:~-J! VICINITY MAP EASEMENTS NOT SHOWN: OLYMPIC PIPE LINE COMPANY: ~~~~\ '~'~.\~\I \/ / I _'q f'· dRi:~::ff.,.-:~----:l \ \ I /, r; 4 JT-' :~ \ 5 :, '~ / . J I ~ .. ..! r-~ Sf' I ~ ~so Sf' I I :.. /' , [.'----: J' '~SF) LJ :.:. II 0\ ' \, .·1 -' •. --~.;'-L-___ \ ___ .il i _,II \ ~ , • , j5-,., ~·'··\d '/ ~ ~I: /'~--?~~---r '. ',','. 0\ 0'",,, : '\~ ,/ '\ 6 \ ~.I ;! ,,' I ~ 'Itr -~ } : 487050 \\ aI ~ ..... _", '~~ .\\" I ( _ " \ j' ~ I \ ~\ \ r\ 0\\ 2-l: \ ":\~\ i / '7V:-~-"-:-:~ ) ':~'~\~' :'~' .... ,,~,,\ ~:o:~ __ ~ ~ :-':-:>:~U-/ I ... 01\ ... 1.. ~I I I ,I 1"'''''-"1 • \ to'" • \ ~,g, J.i , >"_ ......... -..... /' \- ,~ :-,,;6 sr ':'1 ! I'" --............... :::...................... /" /' / .-, _ '4"!J".!l!L£L:J_ I Jll~ 'f --....... ~ ............ ,,:::._ • ..-;.;::..~ ~'~ I \ I ,--j /'f"} Ii o~ ---~-:::~-r~=~ , ~ '\ .\"'\ I .l------,-J.'1 j !iir_-::-...:::.::--Z'?;:::::::::::.:::." '\ : \ '\ '-. / -(" -I 6lr~ I I I / /1 ~;! ...-=. :::. ""37:: ~-:?=;:~ 'I \'~ I' , i 1~l1!:t'9r,:-.c:.J.:::' :::::::: -:::-.~/" ~ ',' • ~ ..... TRACT"Br !1',lff:kol p~~\-j::::::-::J~-:;.'/., , 20msr '//1" 1 \ \\\1, \\ II II ~~~ SITE SERVICES SEWER: CITY OF' RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FlRE: CtTY OF' RENTON .TELEPHONE: QWEST ELECTRICAl & GAS: PUGET SOUND ENERGY CABLE T.V.: COUCAST CABLEVI$tON SITE DATA AREA: '67,622 SF OR 3.85 ACRES AREA IN STREETS: 15,227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 88,020 SF OR 2.02 AC NET AREA: 1.47 ACRES PROPOSED NO. LOTS: 8 ZONING: R8 PROPOSED DENSITY: 5.44 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEMENT OLYMPIC PIPE LINE COMPAN1Y: , ""~' '\j' ~-,ri ORAINGE,.PONO :, ,,' :\\ I: ~~!!~\ "-.::.t===-~.~;;~ \ .... " ......... _-' .i!\lli\~)1-;,JI/-::::t~·~· ,~ ~' .. -----J'iI14ll.//!;j!i/I;.I,//K" .... ~' _ \--_. -! 1:1/. { .. I',::/,'/I/'///}, NOTE: ALL EXiSITNG " . \ -::."~-~::-i )1/11 1 ,'1// 'j,/.'::/I /;1' STRUCTURES SHALL BE \ : ~.--":',\---_ ;--:-.::-~::.-:'0~'i:.~.(. ;/.;):111.1 i :/I/;I,~/i::, I REMovED 1\ ~~ , ~[~j ~:?:::-_-3V:-s'.i~~Yf~<;A ;lljlf .: SITE ADDRESS: 3715 NE 19th ST. ASSESSOR'S NOS. '42305 903' REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEMENT. TRACTS: TRACT A: SENSITIVE AREA: 88,020 SF TRACT B: DRAJNAGE: 20,772 SF TOPOGRAPHY AND BOUNDARY SURvey BY; ~Centre "", ... A"'. blh '_1'111 'I.,. 'I.l IIaOO3 - -Pointe '''') "'-'101 Surveying la~' -::=:'---::::::j'::'-'///I/l\f'lfi" :i " ,~ \ . ~.!:.' ::.= _ ....::--~:: ':.. //' /1;/ '/,;//1/ ~ \ I~ ~" t~--~~-::: =:".; -:-/ j/'ll/;I;/~z;l ~ ,I " ~_-".----~;;/1~r'l;i(l II I \ ~ ~ 1 -:. - -~ f' f:!{i;; ;~/:;tt,7-~ I··u, .-~-----=-.~:r-'i;ip~~'i) : r: ,~ ~~\~~ -~ ~ .::;<1t:~.T~:~;k;'" I \ I '\ ~ \~-~~:::-/..-...:;:; ;xV//;.1/~ : "L: ~ \ "~lg~~:/~/>IJW1:W!-]~l? ! 't' . """'''-" --~~... wi1~/.' i \ ---\-,,~, --'~ ~ 1: 'I -------'---~ \, ::::~~~I (/('(-:I'P/it \ \""" ;"~'0... I \ 111.'!J,i~l(, ::-,::-::::J',:~ . ,'. ,-:.~ ..... ~\, \ II/I,', /1\ ~";"i:.~ .. n .. '~\ ~ , ,;:-~,.~~",;'/~r~!';:", ~ :::-'~., "~" ~ ".;,/.~~:! lr.ft'st':3'-' -.....: ~~.~"""'''''''''../,III''f ~ k~~ '~~z'-""~fJ':7 /1 \~~' , '---t/:, ~l).: ~~::::?:-.-; ~~~~~~" LEGAL DESCRIPTION THE WEST HALF' OF THE SOUTHWEST OUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M" IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NORTH 330 FT. THEREOF AON EXCEPT THE NORTH 15 FEET THEREOF FOR COUNTY ROAD PROPERTY OWNER. VIOLET HONEA 3308 PARK AVE. N RENTON, WA. 98056 t GRAPHIC SCALE ~.~ 'i ~-(III raT) llnch_.' It. () z ir W· • w£-~~ Z~~~~ _ ... OICQIl; ~~ ;;j'~ ~~~~~ o:~~i~ W;;; ~~ () W -< "') < 0.. .... -.: -.: ~ ~ .... .... :s 0:: 0..", a .... '" ~ ~~~ ~ '3~~ l&.J fIJ)...1I'l ~ 0::1': -.:'" .... ~ ~ ~ "~ I ~ .... ~ ~Q ~g: ~~ ~~~ G:i:::> :R~~ ::sO ¢'II 11> ~~ g~W ~~ ~r: ~~ I\!~ -~ i~ .!L!U2!. ,".40' DlSICJI."'.....bbL..- !lII_'Y:~ SNUI-L- ~~ ,. A PORllON of the S.E. 1/4, SECllON 4, TOWNSHIP 23 N., RANGE 5 E., W. "'1' , \ \ ~o~.\.-.. on d "1\" \ .1 i .... R \ DRAINAGE DETENTION: \ LEVEL 2 DETETION STANDARD ~ FENCED POND WITH 2:1 SIDE SLOPES \ ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428.0. AREAm44 16 S,,"\ BOTTOM: 423.0 AREA"!' 1976 SF VOLUME PROVIDED: 15980 CF VOLUME REQUIED: 14554 CF' ~ WATER QUALI'TY: WETPOND BELOW DETENTION STORAGE . TOP WETPOND ELEV: 423.0,· AREA.. 1976 Sf BOTTOM WETPOND ELEV: 419.0. AREA-GOO SF VOLUME PROVIDED: 5152 CF VOLUME REOUJRED: 5 I 27 CF TOPOGRAPHY AND BOUNDARY SVRYCY BY: *eentre:::., ... ..:.":.:' = --Pointe ("'1 001-1101 Surveying ! TYP. INTERIOR PLAT ROAD HOT !tI SCALe ti, ~ . i ~ z . I!! ~r· ~ .• ". ~?13Rf1 t-t:~ 0+00 1+00 2+00 3+00 PROFILE -INTERNAL PUBLIC STREET SCN.t: HORiZ.: '-·40' VERT.I ,".4' t GRAPHIC SCALE ~-Lw>-!. T i .M , .. ...,) II,."' .... flo l? z 1i:. ~ II ~~ia; (;~ :l'~ Zsi<::.& W~i~i a:?!" ~ ~ Wa; l l? W <1: '") ~ ~ ~ ~ ~ ~ ::J 0:: F::", o :;:'''' OJ ~ oI$~ ~ ::~'!I ~fO~ ~ ~~ ~ is'' ~ iil ~ ~ ... ~~ ~It ~ It ~ii (,,) d;!~ o~ .:Ii~ ~~ ~l ~ 01$ .... -1- " -1- • ~ ~ ~k~-T---+---'-----l~~ ~ s E5 • 9 T23N R5E E 1/2 e a ZONING +~+ PIBIPW TI!CIINICAL SEllVICBS It UIOfI03 - - - -_ton dit,-Umlt,l I ; D5 4 T23N R5E E 1/2 5304 PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: December 28, 2004 Project Name: Sunset Crest Short Plat Owner: Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Applicant: Mark Rousso, J&M Land Development, Inc. PO Box 2566 Renton, WA 98056 Contact: James Jaeger, Jaeger Engineering, 9419 S. 204th PL Kent, WA 98031 File Number: Project Description: Project Location: LUA-04-119, SHPL-H, ECF Project Manager: Susan Fiala, AICP The applicant is requesting Hearing Examiner Short Plat approval for a eight lot subdivision of a 3.85 acre site intended for the eventual development of detached single-family homes. The site is located within the Residential - 8 (R-8) zoning deSignation. The proposed lot sizes range from 4,500 sq. ft. to 6,640 sq. ft. Access to the lots is proposed via a new public street extending south of NE 19th St. terminating in a cul-de-sac. A tributary of Honey Creek crosses the site. Steep slopes are also present. 3715 NE 19th Street GRAPH1C sCALE City of Renton P/BIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28. 2004 Page 2 of 9 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: Exhibit 3: Exhibit 4: Exhibit 5: Neighborhood Detail Map (dated 09/28/2004) Preliminary Short Plat (dated 09/28/2004) Preliminary Drainage and Utility Plan (dated 09/28/2004) Zoning Map: Sheet D5 East (dated 1210412003) C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Violet R. Honea 3715 NE 19th St. Renton, WA 98056 Attorney in fact -JoAnn Wheatman Residential - 8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residence and associated outbuildings. 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Multi family residential; R-10 zoning West: Single family residential; R-8 zoning N E 19th Street 3.85 acres (167,622 square feet -gross area) Area Comments Existing Building Area: NA NA NA All structures to be removed. New Building Area: Total Building Area: D. HISTORICAUBACKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 4498. 4404 4337 NA N/A 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 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations hex_SunsetCrest Date 02120/1995 06/07/1993 1211611991 City of Renton P/BIPW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 30f9 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 Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures S~ction 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; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND hex_ SunsetCrest The site would be subdivided into eight (8) lots for the eventual development of detached single- family homes. Two tracts are proposed. Tract A would contain the storm detention pond and Tract B would be a sensitive area tract. The site currently contains a single-family home and outbuildings which are proposed to be demolished to accommodate site development. The steep slopes which are protected, 40 percent or greater with 15 ft. vertical would be located within same tract as an un-named tributary to Honey Creek. A 200 ft. wide public utility easement (power transmission lines) crosses the western portion of the site. An Olympic gas pipeline runs along the west property line and is also located within an easement. Access to the site would be via a new public street extending south from NE 19th Street constructed to one-half street standards. Street improvements including curb, gutter, sidewalk and lighting would be required along NE 19th Street and the new internal public road. Honey Creek is located within 75 feet of the south property line of the site with an on-site un- named tributary flowing into Honey Creek. Steep slopes greater than 40 percent are located within the proposed sensitive area tract and would remain undisturbed by the proposed development. Site preparation would include the removal of vegetation and trees for roadways, utilities and building pads except within Tract A. The site is located within the Residential Eight Dwelling units per Acres (R-B) zone and the Residential Single Family (RSF Comprehensive Plan Land Use designation. The R-B zone allows residential densities that range from a minimum of 5.0 dulac to a maximum of 8.0 dulac. The City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 4 of9 proposed plat would arrive at a net density of 5.4,du/ac after the deduction of the public street and critical areas from the gross acreage of the site. The subject land use application is vested to the R-8 Development Regulations in effect prior to the new code effective date of November 10, 2004. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on November 2, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the Sunset Crest Short Plat. The DNS-M included nine (9) mitigation measures. A 14-day appeal period commenced on November 8, 2004 and ended on November 22, 2004. No appeals were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee (ERG) issued the following mitigation measures with the Determination of Non- Significance -Mitigated (DNS-M): 1. Fills above the slopes bordering Lots 7 and 8 and the drainage pond shall be limited to three feet or less. 2. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume /I of the 2001 Storm water Management Manual. 3. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the sensitive area, Tract A that abut Lots 7 and 8 and Tract 8. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage along the edge of the sensitive areas tract that abut Lots 7 and 8 and Tract 8. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 5. The applicant shall design the drainage system according to the 1998 King County Surface Water Design Manual (KCSWDM) for Level 2 standards. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 8. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single family lot. Credit given for the existing residence. The fee shall be paid prior to the recording of the final short plat. 9. The applicant shall place a note on the face of the final short plat stating: "Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 4. STAFF REVIEW COMMENTS hex_SunsetCrest 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 City of Renton P/B/PW Department SUNSET CREST SHORT PiA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 50f9 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 SHORT PLAT CRITERIA: hex_SunsetCrest Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: . (a) Compliance with the Comprehensive Plan Designation. The subject site is deSignated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following Residential Single Family policies: Land Use Element Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. The plat has a net density of 5.4 du/acre which is within the allowable density range. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods except when flexible development standards are used for project review. All eight lots equal or exceed the minimum of 4,500 square feet. The smallest lot is 4,500 sq. ft. and the largest lot is 6,640 sq. ft. Housing Element The proposal should be consistent with the Comprehensive Plan Housing Element. Policy H-4. Encourage infill development as a means to increase capacity. The addition of eight (8) new single family homes to an under-developed property would increase the City's housing supply, thereby furthering the following objective of the City of Renton. Environmental Element The proposal should be consistent with the Comprehensive Plan Environmental Element. The site is located within 200 feet of the ordinary high water mark of Honey Creek. The ERC issued a mitigation measure on the project to mitigate impacts including: providing permanent fencing and signage along the critical area buffer. (b) Compliance with the Underlying Zoning Designation. The 3.85 -acre site (gross area) consists of one parcel deSignated Residential - 8 Dwelling units per acres (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to eight dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding 0.50-acre in size. Net density is calculated after public rights-of-way and private streets serving more than three lots and critical areas are deducted from the gross acreage of the site. After the deduction of 103,382 square feet from the 167,622 gross square foot parcel (167,622 gross sq. ft. -103,382 sq. ft. total deducted area = 64,204 net sq. ft. I 1.47 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (8 units I 1.47 acres = 5.4 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width requires 50 feet for interior lots and 60 feet for corner lots and a lot depth of 65 feet. Lot widths proposed range from 50 to 66 feet and lot depths are proposed from 84 to 106 feet. Lot sizes would be equal to or greater than the minimum of 4,500 square feet; the smallest lot would be 4,500 square feet and the largest would be 6,640 square feet. The short plat would create eight lots and two tracts with the following sizes: City of Renton P/BIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 60(9 hex_ SunsetCrest Lot Area (square feet) Access 1 4,500 NE 19m St. 2 4,500 NE 19m St. 3 5,266 NE 19m St. 4 5,961 Road A 5 5,460 20' access 6 4,870 Road A 7 5,400 Road A 8 6,640 Road A Tract A 88,020 N/A Tract B 20,772 15' easement Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes . within the R-8. Building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, corner side yard setback of 15 feet and interior side yard setbacks of 5 feet. A front yard setback of 15 feet is allowed for the primary structure and 20 feet for attached garages which access from the front yard street for those streets created after September 1, 1995. These setbacks would be applicable for those lots fronting the new public right-of-way, Road A. All lots comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards -The R-8 zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-8 zone. 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. Accessory structures are permitted only when associated with a primary structure located on the same parcel. A single family residence and outbuildings are shown as existing on the site. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. 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. The R-8 zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. The proposal's compliance with these building standards would be verified prior to the issuance of individual building permits. (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. The side lot lines of the proposed lots are at right angles to street lines. All lots would have direct frontage to public roadways. New Lot 5 is a pipestem lot that would be accessed via a 20 ft wide driveway. As proposed, all lots 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. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan does include setback lines for each lot showing potential building envelopes and 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. City of Renton PIBIPW Department SUNSET CREST SHORT PLAT Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DATE: DECEMBER 28, 2004 Page 70f9 hex_SunsetCrest However, new Lot a would contain a 15 ft. drainage easement along its entire west property line. The width of Lot a is proposed to be 66 ft. With 66 ft. for the lot width minus 15 ft. for the easement, 51 ft. of width remains which meets the lot width for an interior lot. Property Comers at Intersections: All lot comers at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision would create Lot 3 to be located at the intersection of public rights-of- way. The proposed short plat would provide a radius of 25 ft. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to Lots 1 through Lot 3 is proposed directly to NE 19th Street. Lots 4 through a would be accessed from the new public road, labeled as Road A. A ten foot right-of-way dedication is required for NE 19th Street Ave. NE. The applicant has shown six (6 ft.). An additional four feet is needed. It appears that Lots 4 and 5 could be reduced by four feet and maintain lot area that complies with the R-a standard. This revision can be done as part of the final plat process. Street improvements along the frontages of NE 19th St. and Road A are required, including pavement, sidewalks, City of Renton streetlights, street name signs, etc. A dedication of ten feet of right-of-way is required for NE 19th Street. The applicant shows six feet, the additional four feet appears that it could be gained by reducing the size of Lots 4 and 5 and still meet lot size and width and depth. Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, storm drainage tracts and critical area tracts as a condition of short plat approval. Topography: The site's topography has a gentle slope within the northeast portion of the site with grades of less than five percent. The south half of the site contains slopes around 35 percent with those slopes greater than 40 percent abutting an un-named tributary to the southeast portion of the site. The steep slopes would be located within Tract A. The north portion of the property is vegetated with grass and several medium to large trees. A grove of fruit trees are in the southwest portion. Other vegetation includes blackberry brambles, brush and pine trees. The western edge of the property is cleared for the large overhead powerlines. Honey Creek is a Class 2 stream and is within 75 feet of the southwest corner of the property. Honey Creek flows to the northwest and discharges into May Creek, approximately 4000 ft. from the site. An un-named tributary flows on-site and is within the southeast corner of the development. There are steep slopes, determined to be protected abutting the un-named creek and would be placed within a sensitive areas tract. The ERC placed mitigation measures on the' project requiring temporary and permanent fencing and signage of the critical areas. Relationship to Existing Uses: The subject short plat is surrounded by residential uses to the south, west, north and east. The proposed detached single family development appears to be suitable within the context of the existing uses in the area. The abutting neighbor located to the immediate west of the proposed development has requested that a fence be placed along the new public road as the road would be located between 7 and 10 feet from the outside wall of the existing residence. The new road would carry traffic from seven of the ten lots plus occasional traffic for maintenance of the storm drainage facilities. As cars would be turning and backing out onto this new road, headlights, glare and noise would be potentially created. To ensure the privacy of the existing residence and to reduce glare and sound from the proposed development, staff recommends as a condition of short plat approval that a six foot high solid fence be installed along the entire west property line of the proposed development prior to recording of the short plat. If in the future, the abutting property is developed. The fence can be removed if needed. City of Renton P/B/PW Department SUNSET CREST SHORT PLA T Preliminary Report to the Hearing Examiner LUA-04-119, ECF, SHPL-H PUBLIC HEARING DA TE: DECEMBER 28, 2004 Page 80'9 hex_SunsetCrest Community Assets: The plans indicate that all vegetation, except for that within the sensitive areas, would be removed for the development of the short plat. As a result of the loss of eXisting vegetation and in keeping with the code, which requires adding attractiveness and value to the property, staff recommends the following condition: the applicant be required to plant two ornamental trees within the 20-foot front yard setback area for all lots within the short plat. In order to ensure the trees are maintained and/or replaced if damaged, the applicant shall be required to record a restrictive covenant against the property. The restrictive covenant shall indicate that two ornamental trees are required to be planted and maintained within the front yard setback area of each new lot. The restrictive covenant shall be recorded prior to or in conjunction with short plat recording; however, the trees shall be planted prior to final building permit inspection. (e) 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. The Environmental Review Committee imposed a Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. As required by the Environmental Review Committee, a Parks Mitigation Fee will be required prior to the recording of the final short plat. Schools: The site is located within the boundaries of the Renton School District No. 403. Based on the student generation factor, the proposed plat would potentially result in four (4) additional students (0.44 x 8 = 3.52 rounded up to 4 stUdents). The schools would include: Sierra Heights Elementary, McKnight Middle School and Hazen High School. Storm Drainage / Surface Water: The applicant submitted a Preliminary Technical Information Report (TIR) prepared by Jaeger Engineering, dated September 20, 2004 with the land use application. The developed project would include a new detention pond and wetpond located near the west property line of the site within Tract B. The site drainage would be routed into the pond using catch basins and pipes located within the new road. The detention pond would discharge, via a flow restrictor, into a 12-inch high density polyethylene pipe (HOPE). This HOPE pipe, commonly called "driscopipe", would be placed on the surface of the steep slopes and run down the slope to a determined location at the bank of the un-named stream. A gab ion basket energy dissipater structure would be located at the outfall to disperse the pipe discharge into the stream. Furthermore, staff recommends as a condition of approval that Tract B (storm drainage) be fenced (no chain link if feasible) along its entire perimeter. The portions of the tract that abut Lot 8 and the existing parcel to the north should include a landscaped visual barrier with plant materials that would provide a year-round dense screen within three (3) years from the time of planting. The fence should be of a quality material, not chain link (if feasible), to reduce the impact of the drainage tract. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. An eight-inch watermain and service lines are required to be installed to serve the plat including fire hydrants. The conceptual utility plan needs to be modified to maintain the minimum horizontal separation. New water service stubs to each lot must be installed in conjunction with the above water main extension. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. A Water System Development Charge of $1,525 per each new lot is required to be paid at the time of the issuance of the construction permit. SUNSET CREST REC'l)RDING NO. VOLUME/PAGE Land Use Action No. LUA-04-119-SHPL-H Land Record No. LND-20-0391 2006042 5qOd()clr ~O~ I 051 LUA-04-119 SHPL LND-20-0391 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., WASHINGTON W.M. CITY OF RENTON, KING COUNTY, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. ~t~ By: . Its: t. AmerIca ClaSlc Homes. LLC. a Washington Limited Liability Company APPROVALS: By:~·a~L.~ Its: ~:'lOENT Ster 1 i ng Sav i ngs Bank. c/o Action Mortgage EXAMINED AND APPROVED THIS ZO DAY OF Apw-', J AlJ aJa1t,.(,;n G) t-el , "1..,""tI'KI~"" 2006. CITY OF RENTON ADMINISTRATOR OF LANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESS~ NTS: IIr1A ; 0 EXAMINED AND APPROVED THIS ~l4t DAY OF ~ 2006. Sur-H-t\loble. ~" LLUtiL KING COUNTY ASSESSOR DEPUTY ASS54~23..c6_ 1D.3 ( TREE MAINTENANCE: THE TREE PLANTING AND DECLARATION OF RESTRICTIVE COVENANT FOR THIS SHORT PLAT HAS BEEN FILED UNDER RECORDING NUMBER 20 0 60 4 2 5 [2018/:,/ ROAD DEDICATION: QUEEN PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER 200 SO 425 DI)II,o RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: Recording No. 200 60 4 25 't D 000$ Filed for record this 15 day of A9('\\ 2006 atl~:~ _.~. in book ~Of 5'"'-"''''''' ~ at page QSL at the request of Stephen H. Hoods. ,.....'''" .-' ji~ /;l:d L.A f( Manager Superintendent of Recoros ' - This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in October. 2005. ACKNOWLEDGEMENT: STATE OF WASHINGTON ) ) SS COUNTY OF 16il".'is' ) ON THIS J.Di-b DAY OF Ae~\ ~ 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED ft\ic)oo'\ (~ladcJ-"I'" TO roME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE ~r~CCU~·~~~~._r ______________ -J THE CORPORATION THAT EXECUTEO THE WITHIN AND FOREGOING INSTRUMENT. ANO ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORA TI ON. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE ~TA~ ~\Jl OF WASHINGTON. RESIDING IN KilKIWId , IUn MY COMM I SS ION EX P I RES: ----.1.1_" ..=7._" .::.0..=1''---____ _ ~b\\;t. l. lUitihr PRINT NOTARY NAME ~ STATE OF WASHINGTON ) .~ \J ) SS ~~ . \ f. :\'1J.\ct ~\ COUNTY OF n.i t\8' ) t:'\~ ON THIS J.Ot" DAY OF Apr; \ L 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR T!F~AIE Of WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED tfth:hlUI fllal,tshi" IQ..1fI\ PERSONB-L~,KNOh(~~ PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE TH~...:fiuin""" _,« _~_i1 THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGFD SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. OF WASHINGTON. RESIDING It'l !'If~ ~I ~ NOTARY PUBLIC IN AND FOR THE STA~ MY COMMISSION EXPIRES: ---llL-..J!~L·...!oO.LJ_D. ___ _ \)e\o~\e L. t.u;=Hlt,. PRINT NOTARY NAME INDEX DATA: SURVEY FOR: t Centre 33701 9th Avenue South , P · t (253) 661~1901 -eo --Oln e NE-SE 04, T23N, R5E, V~ fA 11l~' I~ ~~ l' 3.889966_55~~~ ~Jc 'f (I Federal Way, WA. 98003 t Surveying American Classic Homes 644 Strander Blvd. #271 Seattle, WA 98188 ..~ fCt~s~ L EXPIRES 05-23-2007 DRAWN BY: CHECKED BY: KING COUNTY, WASHINGTON J Kieswetter S Woods DATE: JOB NO.: PLAT January 23. 2006 SHEET 1 OF 3 SCALE: 1" = 500' DRAWING NAME: 2219 33 23 N, Range 5 E, 3-~ brass disk wIth -X". <' SUNSET CREST West 1/4 corner of ~ Section 4, TownshIp Incased. City of '. North 1/4 corner of Renton Control 0 ru SectIon 4 TownshIp POInt NO.369. --:r--: 23 N, Range 5 E, ? s ~ found tack In lead. East 1/4 corner of Section 4. Township 23 N. Range 5 E, found monument. Legend: o Monument found as noted. OIru "'ru ---.l\ _ S89'19'28"E 5190.24' 5 4 V--------j incased. COR #1325.~ 653. 02 . 653. 02' 4 3 VJsited August 7, 2001. 2578.18' 1306.03' w , 0 (T] I to Jr -:-' 0 01 0 .... '" (T]. ·01 lDto lD . too .... (T] to C\J to lD ID Z 1m 0 I I .... _ S89 "14 . 4 1" E I 1307 . 72 . (T] ru 326.93' 653. 86 . o ~ o ..... (T] '" OJ (T] 00 (T] • ..-I co. ('T') ,.,.. .... c.,~~ '" ~ ? ,.,.. "'.., III to 0 .... to 0 to '" z to C\J to III III to 0 1m 1309.40 . '--------S89 '09' 55" E (\J ~ I r3:::2:::7~. ~35~' ~3~2~7..:. . .:::3.:::5_' __ 654. 70 ' 2618.81 ' C\J [£l ru 0 500 1000 I I I 01 SCALE: .... LD Ig w , (Tl '" ,.,.. p o. o III ZI OO co 0 (Tl III w .... o .... ? o o I (f) 1" 500' South 1/4 corner of Section 4, Township (T) Southeast corner of Section 4. Township 23 N. Range 5 E. found ~3" brass dISk wlth "X" 23 N. Range 5 E. found 2" disk with punCh. incased. City of Renton Control -~ S89 '03 . 58" E Point No. 159, 4 178 93' 1312 79 ~ -N89 '00' 25"W '--COR # 1843 1312.79' 2625.58' PLAT NOTES: 1) The monument control shown for this site was accomplished by fIeld traverse utilizing a one (1) second theodolite with Integral electronic distance measuring meter (Geodlmeter 600) and Real Time Kinematic (RTK) / StatIc Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest TItle Insurance Company Commitment order No. 607360, dated October 6, 2005 and updated per Supp 1ementa I # 1. dated December 15, 2005. No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) Tract ·'B'·.is a.Storm Water Detention Tract. Each ownership of a lot In thIS plat (lots 1 through 8, lnclusive) includes an equal and undivided ownership interest in Tract "B". The lot owners of all lots.1 through 8 shall be equally responslble for the malntenance of said tract "B". 5) Tract "A" is a Sensitive Area Tract (SAT). Each ownershIp of a lot In thIS plat. (lots 1 through 8, inclusive) includes an equal and undivlded ownership interest in Tract "A". The lot own~rs of all 10ts.1 through 8 shall be equally responsIble for the maIntenance of said tract "A". 6) Utility Locate shall be contacted (1-800-424-5555) prIor to any construction activity proposed in proximity of the petroleum transmISSIon plpeline located along the west portion of the subject site. THE OWNER/DEVELOPER. SHALL DEFEND, INDEMNIFY AND HOLD I VICINITY MAP 1-= 1/4 mile 4 3 + 9 10 UTILITY EASEMENT NOTE: An easement is hereby reserved for and conveyed to the City of Renton, Puget Sound Energy. Inc., Qwest Telephone Company, Comcast TeleVISIon Cable Company and their respective successors and assigns under and upon the private streets, I f any. and the exterior three (3) feet, as shown on the face of this plat, of all lots, tracts dnd spaces within the plat lying parallel with and adjoining ,Ill streets in which to construct, operate, maintain, repa Jr, replace and enlarge underground pipes, condu i t, down guy anchors. cables and wires with all necessary or convenient uIJderground or ground-mounted appurtenances thereto for the purpuse of serving this subdivision and other property with electric, gas, telephone and other utility services, together with the right to enter upon the streets, lots, tracts and spaces at all times for the purposes herein stated. PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the plat shall be owned, uperated and maintained by the owners of Lots 1 through 8. inclusive of this subdiviSion. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facilIty in the event the owners is/are negligent in the maintenance of the facilities. These repairs shall be at the owners expense. RECORDING NO. VOLUME/pAGE 1'100 t; 0 4 2 5'10(16 LEGAL DESCRIPTION: LUA-04-119 LND-20-0391 The west half of the southwest quarter of the northeast quarter of the southeast quarter of Section 4, Township 23, north, Range 5 east, of the Wi llamette Mendlan, in King County, Washington. EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for County Road . BASIS OF BEARING: True North. Based upon Global POSItioning System (GPS) Lambert Grld WashIngton State North lone coordinates. A convergence angle of O,~59'56.822" counter-clockwise was applied at an "X" set ln a 3 dlameter brass disk in a monument case at the intersection of Northeast 12th Street and Monroe Avenue Northeast. Monument is the south quarter corner of Section 4 Township 23 north, Range 5 east of the Willamette Meridian ~he North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186~06.967 / 1308734.228 at that point. The lnverse of.both the sea level correction factor of 0.999984454 and t~e grId scale factor of 0.999999424 was applied to the grid coordInates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1227. Control Point 1227 was found to have a Lambert Grid North lone coordinate of 163155.101 ft./ 1298978.088 ft.based upon the NGS Grid. A second Renton Control Point is the NGS Control Station "HAFF" known as Renton Control Point 1884, having a grid coordinate of 179737.948 ft./ 1308391.960 ft. DRAINAGE EASEMENT RESTRICTIONS Structures, fill. or obstructlDns (includlng but not limited SHPL to decks, patios, outbuildings, or overhangs) shall not be permltted beyond the building setback line or within the drainage easements. AddItIonally, gradlng and construction of fencing shall not be allowed WIthIn the dralnage easements shown on this plat map unless otherWIse approved by the City of Renton. NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & STORM DRAINAGE MAINTENANCE AGREEMENT: New private exclusive easements for ingress, egress and storm dralnage are created upon the sale of lots shown on this short plat. The owners of lots lots 1 through 8, inclusive shall have an equ~l and undivided interest in the ownership and responsibility for maIntenance of the prlvate storm drainage easement appurtenances. These appurtenances and maintenance responsibilities include the repalr and maIntenance of the private access road, drainage pipes, and storm water quality and/or detention facilities within this easement, private signage, and other infrastructure not owned by the CIty of Renton or other utility providers. Maintenance costs shall be shared equally. Parking on the paving in the storm draInage easement is prohibited, unless pavement width is greater than 20 feet. THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIES. DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT t Centre 33701 9th Avenue South • Federal Way, WA. 98003 [NDEX DATA: NE-SE 04 T23N WM THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOA STREETS, WATER UTILITY, SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ' EXPIRES05-23-2007 , P · t (253) 661-1901 -eo .-olne ~ Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE January 23, 2006 JOB NO.: PLAT SCALE: 1" = 20' DRAWING NAME: 2219 SURVEY FOR. American Classic Homes 644 Strander Blvd. #271 Seatt le, WA 98188 KING COUNTY, WASHINGTON SHEET 2 OF 3 I K o 50 100 I I I SCALE: 1" == 50' m x ::: " m Ul I) _ " '-' (Jl I I\) W I :f ~:~ ?Gi ~ '" ~ ~ ~'~ -.;; ~ ~. ~ ~ 1< ~ = ~ ~ ~ ~ f""t- -r+ 0"" f\) ~ ....... ~ o .., ...... \ \ \ \ \ \ \ \ \ \ \ \ WHEN RECORDED RETURN TO Office of the City Cieri< Renton City Hall 1055 South Grady Way P", ... ,trm, WA Q805! Northeast 19th Street ______ -~~!Ff---15-,OO-· --S89"14'41"E ~94,93' ~ -)-15.00' T- I I s -s 1 ----~- The West line Of the E 1/2, SW 1/4 Sec. 4. Twp 23 N. Rng 5 E, W. M. 1.1 132.00' 7.B'licJ ~',,-lD .1(11 • . lD . I'--C\J I 0 w w o o o \ \ C\J I C;; C\J C;; o ~ LO ..,.. rrl W rrl "<t (T1 >r I'-- ? o o zi 1 50,00' 50.00' S89"14'41"E 94.99' 4 5570 SF IIB:22J S89°14'41"E ~ 65.00' C\J_ (110 icJo ?o olD o Z 5 6210 SF [l]]]] o o m The East line of the W 1/2, SW1/4, 0L-NE 1/4, SE 1/4 of o Sec. 4, Twp ro 23 N. Rng 5 E. W.M, f"-o 104,09' . 200' oefense Plant \0 corporation Ease~ent 0 °IZ 00 0 0 Lrl " o Becording NO,333876A , Z \ Ul ~ 589 '14 ' 41" E 9B. 92 ' t ~ \ Z o o \ ~\ C\J f'1 .... \ 15' Private storm--;JI drainage easement ~ Lrl C\I r<1 8 Lrl 1w >r , 6670 SF !NQII S89"14'41"E 132.01' "I~, . CT, ~I'--1'--1 Lrl Storm Pond 20920 SF o I 0 . rol ~ \ I ~ ~ Lrl 0 0 ·z z ~ 15.J 66,00 ' ISB9 °14 ' 41 "E 19.90' 16.16 ' 7 5920 SF rrmrn Tract B 20' Private Storm drainage easement ---1 o ~ S7--..., . ---,6"45'-_ , \ C _ -....J ...,' <::> ____ 19"[-- .t. <: '~-~"r---..::. 165,96'-__ w --__ ~ ~ __ ----__ _____ c fTl S89"14'4j"E 159.88' __ ~ --<::> ~ \ \ ~~-.t. \ CD (Jl .t. . Lrl TOTAL ACREAGE: OVERALL -167660 SQ, FT./ 3.849 ACRES ROAD -15980 SQ, FT./ 0,357 ACRES LEGEND: ~ MONUMENT FOUND AS NOTED, VISITED AUGUST 7. 2001, • SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". )8( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. ~ = ADDRESS NUMBER SF SQUARE FEET (SQ, FT,) PSUE 3' PU8LIC SIDEWALK ~ UTILITY EASEMENT Rec, No, 20060425DOJg-6~ Ul C Z Ul M t-3 () ~ M Ul t-3 g CI.l sa. "'j ~ c= ~ ~23 \ ~ \ \ Tract A C UNPLOTT ABLE EASEMENT LIST: ~ -----~ .... 1\J2:.", CJ1 ,+ "... c.D ~ ::>" 'II" ->l> ~ en'< > [\) lJ ~ en-~ [\) r """_ .... ~ " .... l> ~ '>c ill -l ~ ~. ('!) w ::r:: M M 1-3 W o ~ W ~ I--t Z ~ o o c::: z ~ _.-< ~ > r:.n ::r:: I--t Z o ~ o Z (1Q 8", UJ ~ ~ 2!l '" Ulml> (]J .t. 3 ClJ .t. (]J r+ J r+ Ul .... '-'r+n (]J J ClJ ClJ ::J ::J :Eon "'" (]J '-' J ClJ ill IJ) (X)(Il1J) j....:a I--J I-J. (X) < n (X) 0 I o ""3 [\) (]J ,,~ ..... 000 oc 0'+ w::>" z t::I:j I U) t::I:j o ~ ~ rv w Z ~ ~ '" e:; "'" [ 'OV~>M01~ l \ \ \ \ lD .... C\J (Jl \ \ \ \ \ Sensitive Area 87280 SF OLYMPIC PIPELINE COMPANY: REC, NO, 5704028, DA TED FEBRUARY 27, 1964 REC. NO. 7301150412. DATED JANUARY is, 1973 PUGET SOUND ENERGY: REC, NO. 20050929001010, DATED SEPTEMBER 29, 2005 \ , .~ ----- South 1/4 corner of Sect ion 4, Townsh ip 23 N, Range 5 E. found 3" brass disk with "X", Visited August 7th 2001. L-131279' I \ 9 N89"00'25"W 2625.58' \ N89'0955"W 327,35' 1312.79' \ The South 1 ine of the NE 1/4 of the SE 1/4 \ 0 f Sec, 4, Twp 23 N, Rng 5 E, W. M \ \ \ \ Southeast corner of Section 4, Township 23 N, Range 5 E. found 2" disk with punch, incased. City of Renton Control Point No.159. Visited August 7th 2001.~ 4' 3 ~O ~r t;:1C 1:;>- NI 00 I+::>. 81 t.O ---CO UJ ::r: ""d r ", ,,~.~ --:'::; .~ ,_. -~ .. ~; ::c il'l 'j o ::tl o ~ z 9 }U o I U ~ v-S --II:: o ~ \1\'" ~ VJil'l SUNSET CREST [ ..... __ R_EC_O_RD_IN_G_N_O_. _..",J[ VOLUME/PAGE Land Use Action No. LUA-04-119-SHPL-H Land Record No. LND-20-0391 A PORTION OF THE NE 1/4 OF THE SE CITY OF RENTON, 1/4 OF SECTION 4, TOWNSHIP KING COUNTY, 23 N., RANGE 5 E., WASHINGTON W.M. DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS, IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. By: __________________________ _ Its: ____ ~--~~-------------American Clasic Homes, LLC, a Washington Limited Liability Company APPROVALS: By: __________________________ _ Its: ____ ~~----~----~-----Ster] ing Savings Bank, c/o Action Mortgage EXAMINED AND APPROVED THIS ___ DAY OF ___________ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF _________ 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR TREE MAINTENANCE: THE TREE PLANTING AND DECLARATION OF RESTRICTIVE COVENANT FOR THIS SHORT PLAT HAS BEEN FILED UNDER RECORDING NUMBER ROAD DEDICATION: QUEEN PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER ______________ _ ACKNOWLEDGEMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF . 2006, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE ______ ---=---------------~ THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN __________ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDGEMENT: STATE OF WASHINGTON ) ) SS COUNTY OF __________ ----l) ON THIS DAY OF 2006, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE . THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORA TI ON . WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN __________ _ MY COMMISSION EXPIRE~ PRINT NOTARY NAME INDEX DATA: -04-119 LUA LND -20-0391 ~T/tJ REVIEW OFAENTON APR RfC 1 .q 2006 EIVED RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: ~ Centre 33701 9th Avenue South ~ Federal Way, WA. 98003 NE-SE 04 T23N R 5E, WM Recording No. ________________________________ __ Filed for record this __ day of __________ ~, 2006 at _:_ _.M. in book Stephen H. Woods. Manager of ______ at page __ at the request of Superintendent of Records This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in October, 2005. Certificate No. 38965 _~_ Pointe (253) 661-1901 ~ Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: January 23, 2006 JOB NO.: PLAT SCALE: 1" = 500' DRAWING NAW 22 1 9 SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle. WA 9B188 KING COUNTY, WASHIN SHEET 1 OF 3 GTON SHPL C3 t"" i l"J "-"tI ~ l"J 33 West 1/4 corner of ~ SectIon 4, TownshIp 23 ~ Range 5 E, 3" brass dISk wIth "X", <' Incased. City of. North 1/4 corner of Renton Control 0 ru SectIon 4 Township POInt NO.369. ~ ~ 23 N, Range 5 E, ? 001 found tack in lead. ..... 01 O1ru '<:tru -./\ _ S89'19'28"E 5190.24' 5 4 -V-2578.18' 1306.03' I , w o (TJ (D ..... g ~ . (TJ '<:t '<I' If) (D East 1/4 corner of Section 4. Township 23 N, Range 5 E. found monument, incased. COR #1325. 653.02' . '<:t (TJ. ·OJ 1f)(D If) • (DO .... (TJ SUNSET (D (\J <.D If) <.D 3 CREST Legend: ~ Monument found as noted, Visited August 7, 2001. z 1m o (TJ I .... _S89'14'41"E I 1307.72' I (\J 326.93' 653.86' o ~ UJ ~ ~oo ~ ~ ~ -;:-~~: ~? ~ ~ i ~ ~~ (D ~ ~ ~ 1309.40' !..-..-----(TJ327 . 35' 327. 35 .1 I ~ r~~;;..a..--=":,,,:,;:::,:::,--654. 70 . _--I <.D(\J S89'09'55"E OJ ..... . I"-o . 2618.81 ' . (Y) If) UJ ..... o ..... o o o IUl 1" South 1/4 corner of Section 4, Township Southeast corner of Section 4. Township (\J ..... (Y) ..... 23 N, Range 5 E, found S89'03'58"E ~3" brass disk with "X". 23 N, Range 5 E, found 2" disk with punch. incased. City of Renton Control Point No.159. VICINITY MAP 4 178.93' 1312.79' " -N89 '00' 25"W '---COR # 1843 1312.79' 2625.58' PLAT NOTES: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (GeodImeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090, 2) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No, 607360, dated October 6, 2005 and updated per Supp lementa I # 1. dated December 15, 2005, No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) Tract" B" . is a. Storm Water Detent ion Tract . Each ownersh ip of a lot In thIS plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "B", The lot owners of all lots.1 through 8 shall be equally responsIble for the maIntenance of said tract "B". 5) Tract '.'A" i~ a Sensitive Area Tract (SAT). Each ownership of a lot In thIS plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "A". The lot owners of all lots.1 through 8 shall be equally responsIble for the maIntenance of said tract "A". 6) Utility Locate shall be contacted (1-800-424-5555) prior to any construction activity proposed in proximity of the petroleum transmission pipeline located along the west portion of the subject site. THE OWNER/DEVELOPER, SHALL DEFEND, INDEMNIFY AND HOLD 1"= 1/4 mile UTILITY EASEMENT NOTE: An easement is hereby reserved for and conveyed to the City of Renton, Pu~et Sound Ener'gy, Inc., Qwest Telephone Company, Comcast TeleVISIon Cable Company and their respective successors and assigns under and upon the private streets, 1 f any, and the exter ior three (3) feet, as shown on the face of this plat, of all lots, tracts and spaces within the plat lying parallel with and adjoining all streets in which to construct, operate, ma inta in, repair, rep lace and en large underground pipes, condui t, down guy anchors, cab les and wires with all necessary or converlient underground or ground-mounted appurtenances thereto for the purpose of serving this subdivision and other property with electric, gas, telephone and other utility services, together with the right to enter upon the streets, lots, trac ts and spaces at all times for the purposes herein stated. PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the plat shall be owned, operated and maintained by the owners of Lots 1 through 8, inclusive of this subdivision. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owners is/are negligent in the maintenance of the facilities. These repairs shall be at the owners expense. [~ ___ R_E_C_ORD __ m_G __ N_O_' ____ ~) [~ _____ V_O_LU_ME __ /_P_A_GE ___ ~ __ ~ LEGAL DESCRIPTION: LUA-04-119 LND-20-0391 The west half of the southwest quarter of the northeast quarter of the southeast quart~r of Section 4. Township 23, north, Range 5 east, of the WI 1 lamette Meridian, in King County, Washington. EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for County Road . BASIS OF BEARING: True North. Based upon Global Positioning System (GPS) Lambert GrId WashIngton State North Zone coordinates. A convergence angl~ of 0,~59:56.822" counter-clockwise was applied at an "X" set In a 3 dIameter brass disk in a monument case at the intersection of Northeast 12th Street and Monroe Avenue Northeast. Monument is the south quarter corner of Section 4, Township 23 north, Range 5 east of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186406.967 / 1308734.228 at that point. The Inverse of both the sea level correction factor of 0.999984454 and t~e grid scale factor of 0.999999424 was applied to the grid coordInates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1227. Control Point 1227 was found t1029haa9v7e8 a Lambert Grid North Zone coordinate of 163155.101 ft./ .088 ft.based upon the NGS Grid, A second Renton Control Point is the NGS Control Station "HAFF" known as Renton Control Point 1884. having a grid coordinate of 179737.948 ft./ 1308391.960 ft. DRAINAGE EASEMENT RESTRICTIONS Structures, f i 11. or obstruct ions (inc luding but not lImited SHPL to decks. patios, outbuildings, or overhangs) shall not be permItted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall not be allowed within the drainage easements shown on this plat map unless otherwise approved by the City of Renton, NEW PRIVATE EASEMENT FOR INGRESS, DRAINAGE MAINTENANCE EGRESS & STORM AGREEMENT: New private exclusive easements for ingress. egress and storm draInage are created upon the sale of lots shown on this short plat, The owners of lots lots 1 through 8, inclusive shall have an equal and undivided interest in the ownership and responsibility for maIntenance of the private storm drainage easement appurtenances. These appurtenances and maintenance responsibilities include the repaIr and maIntenance of the private access road. drainage pipes, and storm water quality and/or detention facilities within this easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. Parking on the paving in the storm drainage easement is prohibited, unless pavement width is greater than 20 feet. THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES, DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PU8LIC FACILITY IMPROVEMENTS FOR THIS PLAT. ~ Centre 33701 9th Avenue South I) Federal Way, WA. 98003 INDEX DATA: NE-SE 04 T23N R5E, WM THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS, WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. rHE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ' 'f--ii-?'v P · t (258) 661-1901 -e. ~ Oln e ~ Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: January 23, 2006 JOB NO.: PLAT SCALE: 1 " = 20' DRAWING NAYF.: 2219 SURVEY FOR; American Classic Homes 644 Strander Blvd. #271 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 2 OF 3 ( I K o 50 100 : I I SCALE: 1" == 50' ~ ~~-.;; ~. ~ CD ru ~ ~ & 0 ~ 9. CD CI.l sa ~ t5 ~ ~ ~ ('J) o.Cl tJ;j ("') ~ ..... p ~ 'Ne:.-.o tJ;j C)1.-+ ,..,: CD c.u ~ P" "-"tl) (JJ '< m:< ~ ~ er r~~ o (JQ -.0 0. 0 Cf) ..... -.0 CI.l (X) 0 ot:: 0'-+ c.uP" til ~ ~ ~ "" ~ >< t::l ~ ;:g ~ Z ?' ~ (JJ(J')]> Z ~ m .t::>. 3 U2 OJ .t::>. m tz:j c+ '"J ::c n rT (JJ ..... I ...... rT n t:rj 0 !1' '"J OJ en C OJ :::J tz:j t:rj :::J Z ::Eo.n t-3 ]>ro ...... I~ t-3 '"J OJ c..J I-~ LD Cf) OJOJCf) I-.:t. ......... 1-" m < n °l~ OJ 0. t-3 I l'\) 0 ,., 3 c.u ~ en rum Z ~ '-.ICf) ..... ~ c.uIZ ~ t-3 0 ZI I~ \ \ \ \ \ \ \ \ \ Z 0 \ 0 . 0 '-.I - \ A W : rn \ w ru .t::>. \ f: South 1/4 corner of Section 4, Township \ \ \ \ 23 N, Range 5 E, found 3" brass disk with "X". Visited August 7th 2001. L 1312,79' 1- The West line of the E l/a SW 1/4 Sec. 4. Twp 23 N. Rng 5 E. W.M. w w o o o 200' Defense ~1a~t corporatiOn Easeme~t 8ecordi~g NO.3336764. \ \ (T) '<:T r-... 2 \~ \ \ 16.16 ' Storm Pond 20920 SF Tract B S89'14'41"E 159.88' ~ Nor_theast 19th Street (T) .. r-.. ? 0 0 zi 3 UJ (\J (T) 2 U, 4500 SF ? [3Z25] o o Z 50,00' ~ en UJ , 1 (\J (T) Ln 4500 SF ? GZTIJ 0 0 Z 50.00' • S89 '14 . 4 1 "E SS9'14'41"E 94.99' UJ 4 5570 SF ~ (\J. (T)o '0 Ln. ?o olD 0 Z 65.00' 5 6210 SF [!]lQ] ..... 0 0 en ..... 0 0 co 104.09' S89'14'41"E 98.92' 7 5920 SF [l]MI S89'14'41"E ~~;. ~~ 20' Private Storm drainage easement ---1 C> _ -. s------76 '45 .-_ ---19"",-_ -'-. -...::.. <.;: 16 -)--5.96'-- \ \ T ----__ ~ --~ __ -------;:: Tract A \ \ Sensitive Area 87280 SF --"'--<:> -:--!:!--r-.. co en Ln (T) The East line of the W 1/2. SW1/4. NE 1/4. SE 1/4 of Sec. 4. Twp L.------23 N. Rng 5 E. W.M. TOTAL ACREAGE: OVERALL -167660 SQ. FT./ 3.849 ACRES ROAD -15980 SQ. FT./ 0.367 ACRES LEGEND: ~ MONUMENT FOUND AS NOTED. VISITED AUGUST 7. 2001. • SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". )( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. ~ = ADDRESS NUMBER SF SQUARE FEET (SQ. FT.) PSUE 3' PUBLIC SIDEWALK & UTILITY EASEMENT Rec. No. UNPLOTT ABLE EASEMENT LIST: OLYMPIC PIPELINE COMPANY: REC. NO. 5704028, DATED FEBRUARY 27. 1964 REC. NO. 7301150412, DATED JANUARY 15. 1973 PUGET SOUND ENERGY: REC. NO. 20050929001010, DATED SEPTEMBER 29, 2005 , '~ ----. N89'09'55"W 327.35' I \ 1312.79' \ The South 1 ine of the NE 1/4 of the SE 1/4 \ Of Sec. 4, Twp 23 N. Rng 5 E, W.M. \ \ \ \ Southeast corner of Section 4. Township 23 N, Range 5 E. found 2" disk with punch, incased. City of Renton Control Point No.159. Visited August I:""'~ Z~ t::1> ~I 00 I~ 81 ~~ ..... ~ ] 9 N89'OO'25"W 2625.58' 7th 2001.--...." 4' 3 ~O ~ ~{)"d/~NmOA w. ~ ~ ~ r.n ~ Z r.n t:tj t-3 n ~ t:tj r.n t-3 ;5 () o eg ~ ~ ~ ~ ~ t"l , "-"-, Edge of asphalt \\ Power transmission tower EASEMENTS NOT SHOWN: OLYMPIC PIPE LINE COMPANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEMENT. OLYMPIC PIPE LINE COM PANTY: REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEMENT. TRACTS: TRACT A: SENSITIVE AREA: 88,020 SF TRACT B: DRAINAGE: 20,772 SF TOPOGRAPHY AND BOUNDARY SURVEY BY: ~ Centre 33701 9th Avenue South • Federal Way, WA 98003 P . te (253) 661-1901 --om t Surveying , , , , , \ I I ~ , .. I ~O~\ : , , , t ' , , , \ \ ~ 1\ \ \ \ ~. , ~ _. , ~ , , , A PORTION of the S.E. 1/4, 36" eMf' culvert IE 333.62 36" CIoIP culvert IE 333.58 SECTION 4, TOWNSHIP 23 N., RANG[ 5 E., W.M. s-----t) SANITA~V SEWER ~ANHOLE AIM A24. 91 BOO pvC IE 420.38 W NE: 24 sr. N~ 22 ST NORTH SITC"-- VICINITY MAP N.T.S. SITE SERVICES SEWER: CITY OF RENTON WATER: CITY OF RENTON SCHOOL: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENIi:RGY CABLE T.V.: COMCAST CABLEVISION SITE DATA AREA: 167,622 SF OR 3.85 ACRES AREA IN STREETS: 15,227 SF OR 0.35 AC AREA IN SENSITIVE AREA TRACT: 88,020 SF OR 2.02 AC NET AREA: 1.4 7 ACRES PROPOSED NO. LOTS: 8 ZONING: PROPOSED DENSITY: UNITS/ACRE PROPOSED USE: R-8 R8 5.44 ZONE: SINGLE FAMILY DETACHED RESID. SITE ADDRESS: 3715 NE 19th ST. ASSESSOR'S NOS. 142305 9031 LEGAL DESCRIPTION THE WEST HALF Of fHE SOUTHWEST QUARTER OF THE NORTHEAST QUARlfR OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHlf) 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE N(Jf~ I H 330 FT. THEREOF ADN EXCEPT THE NORTH 15 ,r [-I THEREOF FOR COUNTY ROAD. PROPERTY OWNER: VIOLET HONEA 3308 PARK AVE. N. RENTON, WA. 98056 ~? .:, . ,,,. GRAPHIC SCALE . .... -. 40 0 20 40 80 160 ~.-1~~~iiiiiiiIiIii!~~~1 ( IN FEET ) 1 inch = 40 ft. REIoISIONS: DATE: 9/12/04 SCALE: 1" = 40' DESIGN BY: JJJ DR~. BY: JJJ APP. BY: JOB No. SHEET ---,1_~ OF 1 --_._-----_ .... _------ A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. ~ CATCH BASIN ~ ~ ;:::: ... f .... f AIM -<133.89 fIJ = 0,3G,) 0::> 12" AOS IE 429.95 NW .... «I CLl..... Qlu 12' AOS IE 429.90 E CATCH BASIN 'V ,,\ OI c U..... c:...... FIlM A3J.66 ..-4 "" .s.::t,....~e~ CATCH BASIN 12" ADS IE A2a.SO \II .... ~ s.[ ..... rll.=~ Flllo1.433.55 12" ADS IE 429.49 E 0t: '", o ... ~ "'.. -'" 6" pvc IE 429.'57 N .......... ~~OI..... 12" AOS IE 429.39 N d CATH BASIN --~ ~1u..QI~ (1) ><4l ll. 12" ADS IE 429.3'3 E s:4 0 ~~~ :~'i~ "22.24 W NI -Iot,.Q ~ \ ';2wer bOI< "C ~ 12" ADS IE 422.19 S Wilter' weter! t: \ J '0':" • T JB It,... J' &! ' Edge of asphalt II111te7 metar7 ~ or' Qf CJB. Water ~ ~'b Water W!ltel' .i DRAIN t4ANHOLE ~ , "l. '-.. ~" ~ -!,meter "",'h "",q, !!leter meter ./ RIM 434.55 ,It'" Edge of eeph&lt • (l) 0 ,4 -\-r--c§"'-...,-;,. --::;--T-(!'lc-7T -,.-_."'---j~ _____ 1 _ __. ___ I 12" A05 lE <'123.39 W Wat8!O ,:.'1. /' Il.. ,. " Q,) ~l. "t---....1...... :.....L....1 • I.§ -.I: .. .. ,SHHHlf81k • IJ., ---I 12" ADS IE 422fJjf90 rnetelT) ~..., . ...........~. __ 61!. 1""4 ~ --. =----~.:-=-sr---=---=.....-..------=ST--r1oi=t-in-;;;.nm..c~,~--::::.... 12'" ADS IE 422,67 ~' ~·I.... ,lj K W W ~ T--4L-- --S' -+---- v~\ I ... ·01 '1 --'> _or eas ree·tl e valves thickened edge . ASPl"lalt I 'i. '!;\ i j~ '6: cy '''er, 'is ( .. ..t.r " " N th t· , 19' tWh St t 'h It •• ter ~ Fl •• ] """r:-:-:~I = =. -c:.::: AeDh8lt~ \,. e. G s I F'low hne Of GlHi pclnt mark ".--I - -~ - -~~-";'-=-':"==7== ,. ,. -I \ --~_0-~ken-;g~ed9!!!.-~ ~~ __ .;.,5 -.-;;;.-;.-:----:; .... _ s__ _ ~ S· ------l. S Flow line of -Power pol - - ----~-~-'"'"'~ ---...... ----.-----_.;;..:......--:-__ __ ----_. -, ---. I __ _ _ tt.l.l£:kenJliledOIi! S-----·--·-----() ICB We er mete -"Re -r ," .. oren t .! ~ • " " mDtfi"---Gr8verl~ n ---itavel--~~ _":"":'_tJd -. , "-"- Edge of eeo~all' ";:~=~ower M I' Cter Powe .-' -----iiJop I i& etarlli \ \ me er Dole ,/ -T _ ---ower po e r //EdQe Of Spltalt /.:t:. \ ---SANITARY seJrtER MANHOLE . I Edge of $OhOi --------' ~ 6' ADDL. /' AIM -43.4.76 1J) 1 SANITARY SEWER MANHO 113.4) ) rv S" pvc IE -4J9.56 H f.' RHo' 435.33 I I MDPlmow.. 1// I S" pVC IE .4j9.5.4 E I I S" pvC IE 421.19 N 1/ no S· PVC IE .0119.50 N I \ \ ,/ I / r ~~~ u ~~6: g~ ~ . --II 432 ( 1 1 \\ !/ / \\ ~ .{,'''''I 35'-3/ 2 1 , I' \ G> '" ,/ E'o· 0' osph,lt fill .)l(~ '\""Olll"' I / JJL-l...,i~_ ........ 1_._ ---~ /1: / SANlTARY SEWER MANHOLE ._-- RUI A24. 97 8· pvc IE 420.38 W Power-t('anstlli6S10n tower \ 0 '\"1 j:;} , ,-I a Blrc)l'\, \ ,J ' , a: ® liS I k 1 L '. \ 1 I" 7. ~ 1 s· .'P'':',--I I i J _ :_ \ , , ! ~ 1 W>'i.sT. HOUSE Ttro7t te •• I I I '" G> 0\-'. $~: REMOVED I \ I 6" or-n8m ta~rv I L ! -trr8 -... \ ~--__ A L~_ ~-;; 1 2 frult tree \ \ / , 6· M,p':kd5 _~) 1 \ 5 / / 1 / {so. s' J -~ l' I __ N 1-~ 0 .;. - I -\; ~ ~d_ ~,\ \ G> 0 ,~'r.p,:! ;1 ;' \ \, \ I Gl ,.... J ? ... I -' '. \ 'I g " \ / Edge of ae;phelt / I I , (I ,>' \\ v.. '2. 50' RAD , , I 1 1 i .• 'r \.~\, il,:~-~:~ 2:J:~ I ~ ;. i>' I"':' JO" F1 >..>lo -I ~ ~ \L j I If 8 \j:. 8~ \ J,. I:."Jf' ~ __ P1.0t ,-~\~_--I~ ~I -'I \ oe~ eoee el1\80t • I '" 200· .t iOo E~~"387BA. \ \ \ Cor ~r in "0·.;J '" -\ 'j? I I \ \ ~ 111j)1s"" I fruit tree , / '- \ \ \ , ------\------....--::.::-' -"-.... __ 1 _..Jl--1':\, '. N 9'14·41··W 132.01' I J,: \ \ \ __ --, \ -~tp:.;,;..;.;.. 1 ___ J ''''\ I I , "'"0 • • I I 1 "'" : , I • 0;; \ \ \" ; % I I I 1 Gl Gas marker posts , 1 ' \ ,.....---~- 8 • • I o '" " I :crj 00" Maple • • 1 :::::/ /' / NOTE: ALL EXISITNG STRUCTURES SHALL REMOVED BE TOPOGRAPHY AND BOUNDARY SURVEY BY: ~ Centre 33'701 9th Avenue South • Federal Way, WA. 96003 P . te (253) 661-1901 --om t Surveying LEGEND EXISTING TREES TREES TO BE REMOVED CLEARING LIMITS PROPOSED CONTOUR EXISTING CONTOUR ~ir *40..,i( -0>----(0)----- ----- GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. . ";''':r: r-r: (I,'",'_':!\:_ .' '--,' I r {" '~: P . .., g )00' 'C , 'J:,-~ RECEIVED REVISIONS: o z (t w w z o z w (t W o W <{ J DATE: 9/12/04 SCALE: 1" = 40' DESIGN BY, JJJ DR\\N. BY: JJJ APP. BY, JOB No. SHEET 1 or 1 , "-"-Edge Of !lSPhalt' \\ I r Edge of aSPhalt DRAINAGE DETENTION: , , " / / I I \ I' \ \ \ '" '" \ I \ 1/ i ,,~ ,'.: I~I '" \ I ...\-- Power transmlS510n tower -.. \ I _~ .. ~~u_ '\\ I \ ~\=-\., Ii -.l 1'-"I ,I '------- / I' Edge of asphal t / \ \ \ I I I I I I I ~ I'. I "O~ I : , , I I I I I I ~~ / LEVEL 2 DETETION STANDARD '~ FENCED POND WITH 2: 1 SIDE SLOPES ELEVATIONS: TOP: 429.0 50 YEAR WATER LEVEL: 428 0, AREA=4416 BOTTOM: 423.0 AREA= 1976 SF VOLUME PROVIDED: 15980 CF VOLUME REQUIED: 14554 CF WATER QUALITY: WETPOND BELOW DETENTION STORAGE SF -\ I ' , :; \ I . I ;:; 1'" I~ I~ I Z I 1 __ 62.5 ' I I I \ I I , I I I TOP WETPOND ELEV: 423.0, AREA= 1976 SF BOTTOM WETPOND ELEV: 419.0, AREA=600 SF VOLUME PROVIDED: 5152 CF --- VOLUME REQUIRED: 5127 CF TOPOGRAPHY AND BOUNDARY SURVEY BY: \ ~ Centre 33701 9th Avenue South I) Federal Way, WA 98003 P . te (253) 661-1901 .... -Oln t SurveyUng G1 GI!S marker , ' I DO''', I /" / "'-. /" o Fifeplt I 1"-I /" /" I I / / / (\J o " '" I :" ~;:":"----I \ A PORTION of the S.E. 1/4, 45' ~---T EVPOLE /TO BE _____ I MOVED I 2 --\ 36" CMP culvert IE 333.58 1 SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. SANITARY SEWE~ ~ANHOLE RIM 4:34.78 e-PvC IE 4J9.56 ~ I S" PVC IE 4J9.54 E I" PVC ~ 419.50 N CATH BASIN _--, RIM 427.37 12" ADS lE 422.24 W 12" AOS IE 422. J9 5 SANITARy SEWER MANHOLE RIM 42<1.97 e-PVC IE 420.38 W NOTE: ALL EXISITNG STRUCTURES SHALL REMOVED BE . I ~I NI '" inl il I I I I I I DISPERSAL PAD 434 432 430 428 426 w z ::J ~ ~ ~ ::J ~1 __________________ ~3~5~'~~~D~E~R~/~W~ ____________________ ~I~ IS: t-V) ~ I I 1.5' ~------~~----~--------~~---I 2" MIN. COMPACTED n,D'T" CRUSHED SURFACING TOP COLIRSE: 4" MIN COMPACTED DEF'TH __ J CRUSHED SURFACING BASE COURSE I~ \iii: 5' 'MOE -« () CONCRETE ~ ~ SIDE SL=2.0% CONCRETE TYPE A CURB AND GUTTER GRAVEL BASE COURSE CLASS "'_--' MAYBE REQUIRED PENDING SOIL CONDITIONS 4" COMPACTED DEPTH l.U';,:;, B ASPH, CONCRETE TWO-2" LIFTS I-(fl w z TYP. INTERIOR PLA T ROAD NOT TO SCALE " CONC. SIDEWALK LEVEL <.~ <' a..4 'IJ PROFILE INTERNAL PUBLIC STREET SCALE: HORIZ.: 1 "=40' VERT.: 1"=4' GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. 160 I REVISIONS: I-« '<;( -.J Q. -J Q >- l-I--Q:: -.J i=::,-= a ::J(J) ~ ~ ~:S OJ I-a -t5lJJ ~ -J QJ «< Q:: <:l!) () --«f'..- I-Q::~ bl c ~ <: -:::::> cj tjU) Q:: \oJ Q. -, 0 "' Il. (J <: -I- ~ 0) ~o (00) I() co o~ <o0'? <0 co co Gj:::J I() 0) C\J ;r, ::SA L!..JO::: :><~'"" o <0 Q(J ctl 0 . :i~ QQ:: 00 <:« o.:~Qj «::!E ~2 -.J Q I-::!E Z ~~ -' Il. ~~ DATE: 9Ll2L04 SCALE: 1" = 40' DESIGN BY: JJJ DRIIN. BY: JJJ APP. BY: JOB No. SHEET 1 OF 1 A PORTION of the S.E. 1/4, CATCH BASIN ____ , RIM 433.55 6" PVC IE .429.57 N J2" AOS IE 429.39 W 12" ADS lE 429.35 E CATCH BASH. mM <134.66 .12" ADS IE 428.60 W .12" AOS IE 428.49 E Edge of 8spllalt 1 I CJ8";J~~tlw t-.r Mmeter .... -,.-"'1;. r ----, _, '&f,\ I A5PhBlt"ifJ\\/ s==~~~~~~~~~ _,_ --'_. -J_ Power ,..--,.;-Il1T-:-'-:::+ :-i>la 1'1 -;- 00 I '( , " " , Edge of aspnalt I Edge of ,,,,,,hOlt i ! )\/ \\ i \ \ \ r' 1\ , I \ ' \ \ \ \ \ \ \ , I I I I I I \ \ \ '" '" I \ I I I I I \ \ / \\ ~ ,-\~\~" Power \ tr'tln6miS6ion I 1/ , tower -d \ -6, ~ L 1\\ i \ \"d --I 1~ __ ;' II E"dgtl of a5PMlt I \ '8 1 ~ \ EASEMENTS NOT SHOWN: OLYMPIC PIPE LINE COMPANY: REC. NO. 5704028 LOCATION PER ROUTE WITHIN SHOWN DEFENSE PLANT CORP. EASEMENT. OLYMPIC PIPE LINE COM PANTY: REC. NO. 7301150412 LOCATION PER ROUTE WITHIN SHOWN DEFENCE PLANT CORP EASEMENT. TRACTS: TRACT A: SENSITIVE AREA: 88,020 SF TRACT B: DRAINAGE: 20,772 SF TOPOGRAPHY AND BOUNDARY SURVEY BY: ~ Centre 33701 9th Avenue South I) Federal Way, WA 96003 P . t (253) 661-1901 ---01n e t Surveying \ \ \ \ I I \ I I I i I I i )Ed" of I SANlT ARY SE~EA "'WH(ll'f RIM 435.:lJ .-...... ' So. PVC IE 421.19 N I /8" PVC IE 421.0<1 W \ I S" PVC IE 420.99 E II , ( Edge of 8ephal t / / / \... / I o Firepd I \ '\'\, I / / \ I I \ '" !(j ( ( \ \ \ \ \ o ------ ( 50' '-. RAO / / / 6 \ 4870 SF \ I If/Iar'.~ ~'_-_IlJJ'\!~ ~,411" - I \ I I 7 \ I / I /(\ \')400 SF \ I , \ I The South Ilne of the NE 1/4 of the SE 1/.4 of Sec. 4. TwO 23 N, Flng 5 E. W.M. CMP culvert 334.33 38M CMP culvert IE 333.62 36" CMP culvert IE 33.3.58 I '" '" ~ I ) / IP 23 N., RANGE 5 E., W.M. CAfH BASIN ---, ~ht 421.3'1 12" ADS IE ~22.24 W 12" ADS IE A22.19 S s SANITARY SEWE~ MANHOLE AIM -424.97 an PVC IE 420.38 W NORTH SI SITE SERVICES SEWER: CITY OF RENTON N~ =22"'="'-j VICINITY MAP N,T.S. WATER: CITY OF RENTON : SCHOOI_: RENTON SCHOOL DISTRICT FIRE: CITY OF RENTON TELEPHONE: QWEST ELECTRICAL & GAS: PUGET SOUND ENI!:RGY CABLE T.V.: COMCAST CABLEVISION SITE DATA AREA: 167,622 SF OR 3.85 ACRES AREA IN STREETS: OR.0.35 AC AREA IN SENSITIVE 15,227 SF AR U TR,-\CT: 88,020 SF OR 2.02 AC NET AREA: 1.47 PROPOSED NO. LOTS: ZONING: PROPOSED DENSITY: ACRES 8 R8 5.44 UNITS/ACRE PROPOSED USE: R-8 ZONE: SINGLE FAMILY DETACHED RESID. .11 v . .-" t:;JOTE: ALL EXISITNG SITE ADDRESS: 3715 NE 19th ST. STRUCTURES SHALL BE REMOVED ASSESSOfrS NOS. 11f2305 9031 LEGAL DESCRIPTION THE WEST HALF OFf HE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 132 FEET OF THE NOR rli 330 FT. THEREOF ADN EXCEPT THE NORTH 15 IFFI THEREOF FOR COUNTY ROAD. PROPERTY OWNER: VIOLET HONEA 3308 PARK AVE. N. RENTON, WA. 98056 * I I SCALE 1 Sf? 28200'1 RECEIVED REVISIONS: DATE: 9/12/04 SCALE: 1" = 40' DESIGN BY: JJJ DRWN. BY: JJJ APP. BY: JOB No. SHEET --:.1 __ OF 1 CREE GREENWAY John B Koll)lc.k &. John G Loye Owan ,.. John~on Wilhelm 0 Heu'"'jer A PORTION of the S.E. 1/4, SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. Il ~~_.A-.:~L....!:=...Ji.-.!...:.J."""":'-L.::E::..t. ~--r-r--~~--lJ I • I i • I ~~~~~~~~~~~~~~~----~~ . I . ~l---+--+~f-A-J-I"III!~---1--..+---4 I ~~·Ld 'i I ~----~~._~~~~~-tb-~~~~-r"~~-P~~~~rlt Fred 1 Linde N.E ~/4TH s. JO\ \ \ ~~FPI~~ /lozel A Dolp0!i T I--~~~--~~~~~~~~~ . f · I · f · I · I Cal",n C Pallen ON-SITE AND SURROUNDING USES ARE ALL SINGLE FAMILY RESIDENTIAL SEP 28 2004 RECEIVED GRAPHIC SCALE 100 200 400 I I-----l! 1 inch = 200 It. 1 ffi i o o z « I-z « u ::; Q. Q. « DATE: SCALE: 9/7/04 1" = 200' DESIGN BY: JJJ DR't\fIj. BY: JJJ SHEET _--.:.1 __ OF 1 I VOLUME/PAGE SUNSET CREST [ A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED. HEREBY DECLARE THIS TO BE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON. INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE. UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND OR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED. WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON. IT'S SUCCESSORS AND ASSIGNS WHICH MAY BR OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION. OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED. AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, IT'S SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THERE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, IT'S SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, IT'S SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION. DEDICATION. WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS, IN WITNESS WHEREOF WE SET OUR HANDS SEALS: BY: ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF _____ ---I) ON THIS DAY OF , 200~ BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF . THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN ______ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME STATE OF WASHINGTON ) ) SS COUNTY OF ____ ---J) ON THIS DAY OF 200~ BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF . THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _______ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ,----~ ..... -~ APPROVALS: CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS FOR WHICH THE PROPERTY SUBJECT TO THIS SUBDIVISION MAY BE LIABLE TO THE CITY. AND THAT ALL SPECIAL ASSESSMENTS ON ANY PROPERTY HEREIN CONTAINED DEDICATED AS STREETS. ALLEYS. OR FOR ANY OTHER PUBLIC USE HAVE BEEN DULY PAID. SATISFIED OR DISCHARGED. THIS DAY OF . 200_. FINANCE DIRECTOR CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS EXAMINED AND APPROVED THIS ____ DAY OF _____ _ , 200_. ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS ___ DAY OF ______ . 200 MAYOR CITY OF RENTON EXAMINED AND APPROVED THIS_---->DAY OF _____ -', 200_. CITY CLERK KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS_~DAY OF ______ --'. 200_. KING COUNTY ASSESSOR DEPUTY. KING COUNTY ASSESSOR ACCOUNT NUMBERS ___________________________________________ __ KING COUNTY FINANCE DIVISION CERTIFICATE I HFREBY CERTIFY THAT AL I PROPERTY TAXES !\RE PAW' THAT THFPF ARF Nn DELINQUENT SPECIAL ASSeSSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFIC~ FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STRFETS. ALLEYS. OR FOR ANY OTHER PUBLIC USE. ARE PAID IN FULL. THIS DAY OF ______ --', 20o_. MANAGER FINANCE DIVISION DEPUTY RECORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ~c---='DAY OF .200----, AT MINUTES PAST AND RECORDED IN VOLUME OF PLATS. PAGES RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS PLAT OF SUNSET CREST IS BASED ON AN ACTUAL SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION; THAT THE BEARINGS AND DISTANCES ARE SHOWN CORRECTLY; THAT THE PERIMETER MONUMENTS HAVE BEEN SET AND THAT ALL OTHER MONUMENTS AND LOT CORNERS HAVE BEEN SET OR BONDED WITH THE CITY AND WILL BE SET PRIOR TO THE RELEASE OF THE BOND; THAT I HAVE FULLY COMPLIED WITH ALL STATE AND COUNTY REGULATIONS GOVERNING PLATTING AND THAT IT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF. S 38965 INDEX DATA: DATE DEVELOPMENT PlANNING CITY OF RENTON OCT 2 1 2005 RECEIVED t Centre 33701 9th Avenue South I) Federal Way, WA. 98003 PO · t (253) 661-1901 ~ ...... IDe ~ Surveying NE-SE 04, T23N, R5E, WM SURVEY FOR: American ClassiC Homes 644 Strander Blvd. #271 Seatt Ie. WA 98188 KING COUNTY, WASHINGTON DRAWN I3Y: J Kieswetter CHECKED BY: S Woods LUA-Q!:L-__ J 1.1-S HPL-- DATE: JOB N.AlIE: LND-__ -____ October 21, 2005 PLAT SCALE: NA JOB NO.: 2219 SHEET 1 OF 3 West 1/4 corner of Section 4. Township 23 ~ Range 5 E, 3" brass disk with "X". incased. City of Renton Control Point NO.369. North 1/4 corner of Section 4. Township 23 N. Range 5 E. found tack in lead. ~SVisited 08/07/2001. SUNSET i ~egend: ~~ ~ = Monument found as noted. Visited 08/07/2001. C\J t-. o 0) ... OJ o C\J ... ru 0) ';f East 1/4 corner of Section 4. Township 23 N, Range 5 E, found monument. incased. COR #1325 Visited 08/07/2001.~ / ViSited 08/07/2001. -./\ -S89'19'28"E 4 5190.24' 5 4 V--------{ I-----~ --;:-:-----2578.18' 1306.03' \7 r------:6~5~3-. 0""2:":'-r-653 . 02' 4 2~ 3 I K UJ , o M lO .... , 0) a ... a Z If) 10 M ... ';f M' .0) If)lO If) lOa .... M .... . lO C\J lO If) lO S89'14'41"E ' 1307.72' ru-r~~~3~2~6~.9~3~'TUJ~~~6~5~3-.8~6~' - o ~ :.. o cu· ~ ru M f'laJ M' ..... M ln aJ .M t-. ~ ~ p': l2 ~ . lO ru lO I .... lO a r-. ';f '? ~ .If) lO 0 If) If) lO 0 o 500 1000 1",1-1---1 lO ." Z C\Jru I 1309. 40 ' M , ~--__ _ --::-::-::-:-=-=-~_ _ ,.....30;2,;",7;,,;;. 3:.;;;5~' 1..:3::.::2:.:.7.:..,. :::;35:..'__ 654. 70 ' . 0) ... S89'09'55"E 2618.81' South 1/4 corner of Southeast corner of Section 4, Township 23 N, Range 5 E, M LCl S C ALE · ~~C~,i02a~g~05n~~i~ound 3" brass disk with "X". found 2" disk with C\J punch, incased. City;:;:; of Renton Control .... Point No.159. 'IIi (\J lD (\J UJ , .... o .... p o o IUl 1" - 5 0 0' S89'03'58"E • ~ViSited 08/07/2001. -178.93' 4 1312.79' I V;,;t.d OB/07/2001. ~, 1312,79' _ '!.~} ~ --N89 '00 ' 25 ,,~ 2625. 58 ' "--COR # 1843 Plat Notes: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No. 607360, dated October 6, 2005. No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) Tract "B" is a Storm Water Detention Tract Each ownership of a lot in this plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "B". The lot owners of all lots 1 through 8 shall be equally responsible for the maintenance of said tract "B". 5) Tract "A" is a Sensitive Area Tract (SAT). Each ownership of a lot in this plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "A". The lot owners of all lots 1 through 8 shall be equally responsible for the maintenance of said tract "A". AQUIFER PROTECTION NOTICE: The lots created herein fall within Zone 2 of Renton aquifer Protection area and are subject to the requirements of the City of Renton Ordinance No. 4367 and as amended by Ordinance No, 4740. This city's sole source of drinking water is supplied from A shallow aquifer under the city surface, There is no natural Barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners responsibility to protect the city's drinking water. Drainage Easement Restrictions Structures, fill, or obstructions (including but not limited to decks, patios, outbuildings. or overhangs) shall not be permitted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall not be allowed within the drainage easements shown on this plat map unless otherwise approved by the City of Renton. Tree Maintenance: Trees located within the plat shall be maintained consistant with the City of Renton's tree maintenance standards by the owners of the lot for which the trees grow in. Trees located within the street right-of-ways shall be maintained by the lot owners of the abutting lots. g~10 CREST I K I t VICINITY MAP 1"= 1/4 mile Legal Description: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, of the Willamette Meridian. in King County, Washington . EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for county road. Basis of Bearing: True North, Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 0"59'56.822" counter-clockwise was applied at an "X" set in a 3" diameter brass disk in a monument case at the intersection of Northeast 12th Street and Monroe Avenue Northeast. Monument is the south quarter corner 0 f Sect ion 4, Townsh ip 23 North, Range 5 East of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186406.967 / 1308734.228 at that point. The inverse of both the sea level correction factor of 0.999984454 and the grid scale factor of 0.999999424 was applied to the grid coordinates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1227. Control Point 1227 was found to have a Lambert Grid North Zone coordinate of 163155.101 ft./1298978.088 ft.based upon the NGS grid. A second Renton Control Point is the NGS Control station "HAFF" known as Renton Control Point 1884 having a grid coordinate of 179737.948 ft./ 1308391.960 ft. UTILITY EASEMENT NOTE: VOLUME/PAGE An easement is hereby reserved for and conveyed to the City of Renton. Puget Sound Energy. Inc .. Qwest Telephone Company. Comcast Television Cable Company and their respective successors and assigns under and upon the private streets. if any. and the exterior three (3) feet. as shown on the face of this plat. of all lots. tracts and spaces within the plat lying parallel with and adjoining all streets in which to contruct. operate. maintain. repair. replace and enlarge underground pipes. conduit. down guy anchors. cables and wires with all necessary or convenient underground or ground-mounted appurtenances thereto for the purpose of serving this subdivision and other property with electric. gas. telephone and other utility services. together with the right to enter upon the streets. lots. tracts and spaces at all times for the purposes herein stated. THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES. DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT, THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS, WATER UTILITY, SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES, THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ~~~~~f~~ , i02b' ~ Centre 33701 9th Avenue South • Federal Way, WA. 98003 INDEX DATA: NE-SE 04, T23N, R5E, WM LUA-__ -__ -__ ~ ~ , fI1J~N~iJI'JlrYta ~ ~~. ~.' ~ •• ' ;z ~ -? 38965 ~ ~ % «'6'IS1t.~~ s~~ '1;4 L U~\\ P · t (253) 661-1901 ~ ~ Olne t Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: Oc tober 21. 2005 JOB NAI4E: PLAT SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle. WA 98188 KING COUNTY, WASHINGTON \.. LND-__ _ ____ EXPIRES 5-23-2005 ,~--------------------------,----------~~--------------------~~--------------------~~----SHEET 2 OF 3 JOB NO.: SCALE: 1" = 500' 2219 .. --------~~ -------- I " o I \ \ 50 I \ \ \ \ \ \ \ \ \ \ \ \ \ \ 100 I SCALE: 1" 50' South 1/4 corner of Section 4, Township 23 N. Range 5 E, found 3" brass disk with "X". ..-1 '" '" C\.J ('T') w : ('T') '" I"- 0 . 0 0 z \ \ l:it'd AUgUst,::: ::01 . o o o (T') (Y') SUNSET CREST [ VOLUME/PAGE Northeast 19th Street -~~---=~;;.., . ______ 1_~--1,--1_5_, 0_0_' __ S ... 8 ... 9 0 .. • ... 14_' 4_1_'.,;' E;;....;1;.;9;..4;.;,..;;9;.;:3;..'_.....;~;.o_-+-15. 00' f --- ~ 34 ..... 55' 50 00' 50.~' ----~-·The North line of the The West line of the E 1/2, SW 1/4 Sec. 4, Twp 23 N, Rng 5 E, W.M, 132.00' \ \ 7,8' C\.J 0 ID ..... ('T') w : (Y') '" I"- 0 . \~ \ \ ::: +oJ ~~.rr;,. ..... . ..... NE 1/4 of the SE 1/4 104 rn ,,<:;'~ ~ 0 0 0 f See. 4. Twp 23 N, ~ ... /..V'·~<0 R 5E WM ... w «O)~?>O). ~ 0 ng , " < I~ I~ oS UJ : 1 I:l t I' 3 ru 2 ru Q) 0 (Y') (T') (T') ~ z I: 5~~r ~ 4~SF ~ 4~SF CY ltD 0 17.5' 17.5' 1--3' PSUE ~ t-. . 59 , 99 ' 50 , 00 ' o o z 50.00' (T') ~ .nl~ S89'14'41"E 94,99' UJ S89'14'41"E C\J 0 4 : 65 . 00 ' C\J ~ C\J. (T')o w o o z I 5570 SF !mID in° o' ,0 otD o Z 5 6210 SF ~ ..... o o en The East line of the ..... W 1/2, SW1/4, o NE 1/4. SE 1/4 of o Sec. 4, Twp 001..-_--3 N, Rng 5 E, W.M . L 104.09' SSg '52' 17"E 32,50' 4850 SF ~ ~ c,) S89 '14' 41 "E ~ 1>~..,. a. 0'" ;:,,; ~ ,;;:VO . .~ :(0)." 15'1';-.,::::'50' CI") A,..2'6/l. /:",),'>;"j> 7 . 4~ L~8e-:;:;-, _ v.:; to lD too.49'r . v 5920 SF 98.92' o C\.J o (Y') o lDID o • TOTAL ACREAGE: OVERALL -167660 SQ. FT./ 3.849 ACRES ROAD -15980 SQ, FT,/ 0.367 ACRES ~ I '24'08" :0 Rl ~ to ~ I .---------------_ .. 0 C\J..... 8 lD S89'14'41"E 129,11' 0 LEGEND: I en Z lD UJ "'" ~ I 5670 SF ~ ~ MONUMENT FOUND AS NOTED, VISITED AUGUST 7, 2001. S89'14'41"E 132,01' "'" I ~ ~ . .. ------------~~~~~~__.~ . en 15' Private ----I?\I-? lD • SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". . to ..... C\J (J1 ..... Storm drainage ~ 00 I 0 (Y') easement ~, z ~ ~ Tract Storm Pond 20920 SF ~ 15' 55.00' 589 '14' 41 "E B 16.16' 19.90' 20' Publie Storm drainage easement Ree. No ____ _ --1 ----------------r------__ --------~--__ -----------S89'14'41"E 159.8B' \ \ \ \ \ \ Tract A Sensitive Area 87280 SF ----.--~ 00 en lD (Y') )8( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. ~ = ADDRESS NUMBER SF SQUARE FEET (SQ. FT.) PSUE PUBLIC SIDEWALK & UTILITY EASEMENT Ree. No. UNPLOTTABLE EASEMENT LIST: OLYMPIC PIPELINE COMPANY: REC. NO. 5704028, DATED FEBRUARY 27, 1964 REC. NO. 7301150412, DATED JANUARY 15. 1973 PUGET SOUND ENERGY: REC. NO. 20050929001010. DATED SEPTEMBER 29, 2005 DECLARATION OF COVENANT: THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PLAT. \ \ ~---------r-----------------..--~-------------------~~-----. N89'09'55"W 327.35' 1312.79' \ The South 1 ine of the NE 1/4 of the SE 1/4 \ of Sec. 4. Twp 23 N, Rng 5 E, W.M. \ \ \ \ Southeast corner of Section 4. Township 23 N, Range 5 E. found 2" disk with punch, incased. Ci ty of Renton Control Point No,159. Visited August 9 N89'OO'25"W 2625.58' 7th 2001.~ --,,~3 v~O LUA- LND- ~ Centre 33701 9th Avenue South • Federal Way, WA. 9B003 P · t (253) 661-1901 ~ ~ Olne ~ Surveying DRAWN BY: J Kieswetter CHECKED 1lY: S Woods DATE: October 21, 2005 JOB NAlIE: PLAT SCALE: 1" = 50' JOB NO.: 2219 INDEX DATA: NE-SE 04, T23N, R5E, WM SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seatt Ie. WA 98188 KING COUNTY, WASHINGTON SHEET 3 OF 3 SUNSET CREST VOLUME/PAGE ~ A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS TO BE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND OR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, IT'S SUCCESSORS AND ASSIGNS WHICH MAY BR OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, IT'S SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THERE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, IT'S SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, IT'S SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS SEALS: BY: ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF _______ ) ON THIS DAY OF , 200---, BEFORE ME, THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF , THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN ____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME STATE OF WASHINGTON ) ) SS COUNTY OF ____ --l) ON THIS DAY OF 200---, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN ____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ,...----... -..... !/J.//:,.g; APPROVALS: CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS FOR WHICH THE PROPERTY SUBJECT TO THIS SUBDIVISION MAY BE LIABLE TO THE CITY, AND THAT ALL SPECIAL ASSESSMENTS ON ANY PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE HAVE BEEN DULY PAID, SATISFIED OR DISCHARGED, THIS DAY OF , 20o_. FINANCE DIRECTOR CITY OF RENTON PLANNING / BUILDING / PUBUC WORKS EXAMINED AND APPROVED THIS ___ DAY OF _____ _ , 200_ ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS ___ DAY OF _____ _ , 20o_. MAYOR CITY OF RENTON EXAMINED AND APPROVED THIS_----IDAY OF ____ -". 200_ CITY CLERK KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS_----'DAY OF ____ -', 200_ KING COUNTY ASSESSOR DEPUTY, KING COUNTY ASSESSOR ACCOUNT NUMBERS __________________________________________________ __ KING COUNTY FINANCE DIVISION CERTIFICATE T HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAIQ; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, AI_LEYS, OR FOR AN~ OTHER PUBLIC USE, ARE PAID IN FULL. THIS DAY OF _______ --', 200_ MANAGER FINANCE DIVISION DEPUTY RECORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS PA Y OF , 200 ----' AT MI NUTES PAST , ~AN~D~R~ECORDED IN VOLUME OF PLATS, PAGES . RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS PLAT OF SUNSET CREST IS BASED ON AN ACTUAL SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION: THAT THE BEARINGS AND DISTANCES ARE SHOWN CORRECTLY; THAT THE PERIMETER MONUMENTS HAVE BEEN SET AND THAT ALL OTHER MONUMENTS AND LOT CORNERS HAVE BEEN SET OR BONDED WITH THE CITY AND WILL BE SET PRIOR TO THE RELEASE OF THE BOND: THAT I HAVE FULLY COMPLIED WITH ALL STATE AND COUNTY REGULATIONS GOVERNING PLATTING AND THAT IT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF. STE~ H. WOODS, P.L.S. 3B965 DATE INDEX DATA: D€VELOPMEIVT p CITY OF RE:~~~NING OCT 2 12ac5 RECEIVED ~ Centre 33701 9th Avenue South ~ Federal Way, WA. 98003 _~_ Pointe (253) 661-1901 SURVEY FOR: NE-SE 04, T23N, R5E, WM ~~ H IJ(i J......~«;:-?' 'I/~ '~ . ~ .~ ~ ~,1 z~ ~ 1'~ 38965 \~ Ii::' I ~ 6'lsH.~ s~ LU A-IL~--li~-Sj.J.pL 'lr'4L u~'i) DRAWN BY: DATE: t Surveying J Kieswf~tter CHECKED BY: S Woods JOB NAME: American Classic Homes 644 Strander Blvd. #271 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 1 OF 3 ~~ __ L_N __ D ____________________________________ .~ __ E_Xp_IR_E_S5_-_2_3_-_20_0_5 __ ..,'-________________ .. ________________ ~'_ __________________________________ ~ ~ ______ , October ,11, 2005 PLAT SCALE: NA JOB NO.: 2219 VOLUME/PAGE SUNSET CREST West 1/4 corner of Section 4, Township 23 ~ Range 5 E, 3" brass disk with "X", incased. City of Renton Control Point NO.369. ..J\ ~ SB9'19'28"E North 1/4 corner of Section 4, Township 23 N, Range 5 E, found tack in lead, ~5Visited OB/07/2001. i :egend: ~ ~ = Monument found as noted. <' . C\J I' 0 Cl .... Cl 0 C\J .... C\J Cl 'If Visited 08/07/2001. 5190.24' East 1/4 corner of Section 4, Township 23 N, Range 5 E. found monument, incased. COR #1325 ~ViSited 08/07/2001. 5 4 V-------~ 2578.1B' 1306.03' Vis't,d OB/07/2001.~ 653.02' 653.02' 4 3 IJJ o (1) ID ..... , 0'1 o .... o . Z ID 10 (1) .... .... C\J o o (1) (1) 1' .... 'If (1), ·m IDID ID . IDO .... (1) .... SS9'14'41"E I 1307.72' 326. 93' IJJ 653. 86 ' , co co , ..... 'lfC\J (1)' .(1) ID C\J ID ID ID ID C\J ID I ~'If .... . 1D'If C\JC\J 'If ID ID IDO ID' IDO o Z ID ID ID 0 o 500 1000 I~~.j~-·I '------ , m .... 1309.40' S89'09'55"E IJJ (1) 'If I' o , t-(1)_3,"!2~7~. 3~5~' ~3=2:.:.7..:... =35::..·~1 __ 654. 70 ' 2618.S1' Southeast corner of Section 4, Township 23 N, Range 5 E, (1) ID South 1/4 corner of S C ALE Section 4, Township • 23 ~ Range 5 E, found 3" brass disk with "X". 1" · , ~vlsited OS/07/2001. C\J found 2" disk with punch, incased. City r;:; of Renton Control .... Point No.159. Visited 08/07/2001. -500 S89'03'58"E _ 178.93' 4 1312,79' ~ 1312.79' NS9 '00' 25"W 2625.-5-8-' -..:.::::.=.::.~!... COR * 1843 Plat Notes: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No. 607360. dated October 6, 2005. No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) Tract "8" is a Storm Water Detention Tract . Each ownership of a lot in this plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "B". The lot owners of all lots 1 through 8 shall be equally responsible for the maintenance of said tract "B", 5) Tract "A" is a Sensitive Area Tract (SAT). Each ownership of a lot in this plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "A". The lot owners of all lots 1 through 8 shall be equally responsible for the maintenance of said tract "A". AQUIFER PROTECTION NOTICE: The lots created herein fall within Zone 2 of Renton aquifer Protection area and are subject to the requirements of the City of Renton Ordinance No. 4367 and as amended by Ordinance No. 4740. This city's sole source of drinking water is supplied from A shallow aquifer under the city surface. There is no natural Barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners responsibility to protect the city's drinking water. Drainage Easement Restrictions Structures. fill. or obstructions (including but not limited to decks, patios. outbuildings, or overhangs) shall not be permitted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall not be allowed within the drainage easements shown on this plat map unless otherwise approved by the City of Renton. Tree Maintenance: Trees located within the plat shall be maintained consistant with the City of Renton's tree maintenance standards by the owners of the lot for which the trees grow in. Trees located within the street right-of-ways shall be maintained by the lot owners of the abutting lots. lui C\J ID C\J IJJ ..... o .... p o o I til VICINITY MAP 1"= 1/4 mile Legal Description: The west half of the Southwest quarter of the Northeast quarter of the Southeast quarter of Section 4, Township 23 north, Range 5 east, of the Willamette Meridian, in King County, Washington, EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for county road. Basis of Bearing: True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 0"59'56.822" counter-clockwise was applied at an "X" set in a 3" diameter brass disk in a monument case at the intersection of Northeast 12th Street and Monroe Avenue Northeast. Monument is the south quarter corner of Section 4. Township 23 North. Range 5 East of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186406.967 / 1308734.228 at that point. The inverse of both the sea level correction factor of 0.999984454 and the grid scale factor of 0.999999424 was applied to the grid coordinates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1227. Control Point 1227 was found to have a Lambert Grid North Zone coordinate of 163155.101 ft./1298978.088 ft.based upon the NGS grid. A second Renton Control Point is the NGS Control station "HAFF" known as Renton Control Point 1884 having a grid coordinate of 179737.948 ft./ 1308391.960 ft. UTILITY EASEMENT NOTE: An easement is hereby reserved for and conveyed to the City of Renton, Puget Sound Energy, Inc., Qwest Telephone Company, Comcast Television Cable Company and their respective successors and assigns under and upon the private streets, if any, and the exterior three (3) feet, as shown on the face of this plat, of all lots, tracts and spaces within the plat lying parallel with and adjoining all streets in which to contruct, operate, maintain, repair, replace and enlarge underground pipes, conduit, down guy anchors, cables and wires with all necessary or convenient underground or ground-mounted appurtenances thereto for the purpose of serving this subdivision and other property with electric, gas, telephone and other utility services, together with the right to enter upon the streets, lots, tracts and spaces at all times for the purposes herein stated. THE OWNER/DEVELOPER, SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES, DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY, SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. t Centre 33701 9th Avenue South (I Federal Way, WA 98003 INDEX DATA: NE-SE 04, T23N, R5E, WM LUA------- LND----- EXPIRES 5-23-2005 P · t (253) 861-1901 ~ ~ Olne t Surveying DRAWN BY; J Kieswdter CHECKED BY: S Woods DATE: October 21. 2005 JOE NA1lE: PLAT SCALE: 1 " = 500' JOE NO.: 2219 SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle. WA 98188 KING COUNTY, WASHINGTON SHEET 2 OF 3 I If' o I \ \ 50 I \ \ \ \ \ \ \ \ \ \ \ 100 I \ \ ..-t "f "f (\j ('1") w : ('11 "f I"- ? 0 0 z \ \ SCALE: 1" 50' South 1/4 corner of Section 4, Township 23 N, Range 5 E, found 3" brass disk with "X". Visited August 7th 2001. L-1312.79· ..... . o o o (Tl (Tl The West line of the E 1/2. SW 1/4 Sec. 4. Twp 23 N, Rng 5 E, W.M. 132.00' \ SUNSET CREST 7.8' (\j w 0 , (Tl l!1 ~ ....... " S89'14'41"E 94.99' 4 5570 SF ~ S89 '14' 41 "E ~ 65.00' N. (Tlo U,O o· ,0 5 ..... o The East line of the W 1/2, SW1/4, NE 1/4, SE 1/4 of Sec. 4. Twp ( VOLUME/PAGE ('1") S' \ 0 olD o Z 6210 SF ~ 1--_--3 N, Rng 5 E. W.M . w : ('1") "f I"- 0 . \~ \ \ . (!) N II1 W "<f ' (Tl S89°14'41"E 132.01' ~ 15' Pr i vate ----I Storm drainage al easement ID co (Tl Tract B 16.16' Storm Pond 20920 SF S89'14'41"E 159,88' 0 Z I L 104.09' 4850 SF ~ o· Oro oro II1 • S89'52'17"E 32,50' ~ if 8 6670 SF ~ re 'tf " N 0'1 ('11 .r-------------------6~ 5920 SF ~ w O(\j 0('11 o . 1I1l!1 o . ~N~ ________________________ .o co II1 OJ UJ , (Tl "<f . " S' 0 0 OJ II1 (Tl " S89'14'41"E 129,11' 20' Public Storm drainage easement Ree. No o Z --1 -----------------------r ~ -----.. __ -----. ----__ ----- \ \ \ Tract A Sensitive Area 87280 SF -----.--" al OJ II1 (Tl TOTAL ACREAGE: OVERALL -167660 SQ. FT./ 3.849 ACRES ROAD -15980 SQ. FT./ 0.367 ACRES LEGEND: ~ MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. • SET *4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". )8(= SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE, ~ .. ADDRESS NUMBER SF SQUARE FEET (SQ. FT. ) PSUE PUBLIC SIDEWALK 6: UTILITY EASEMENT Ree. No. UNPLOTTABLE EASEMENT LIST: OLYMPIC PIPELINE COMPANY: REC. NO. 5704028. DATED FEBRUARY 27. 1964 REC. NO. 7301150412, DATED JANUARY 15. 1973 PUGET SOUND ENERGY: REC. NO. 20050929001010, DATED SEPTEMBER 29. 2005 DECLARATION OF COVENANT: THE OWNERS OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS PLAT. \ \ ~----~------------~----------~~-----N89°09'55"W 327.35' 1312.79' \ The South 1 ine of the NE 1/4 of the SE 1/4 \ of Sec. 4, Twp 23 N, Rng 5 E, W.M. \ \ \ \ Southeast corner of Section 4, Township 23 N, Range 5 E, found 2" disk with punch. incased. City of Renton Control Point No.159. Visited August 9 N89'OO'25"W 2625.58' 7th 2001.~ ----1\,~3 ~o LUA-__ ~ Centre 33701 9th Avenue South (I Federal Way, WA. 98003 P · te (253) 661-1901 ~ ..... Oln t Surveying LND- DRAWN IlY: J Kieswd ter CHECKED IlY: S Woods DATE: October 21. 2005 JOB NAME: PLAT SCALE: 1 " = 50' JOB NO.: 2219 INDEX DATA: NE-SE 04, T23N, R5E, WM SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 3 OF 3 SUNSET CREST [ .... __ RE_CO_R_Dl_NG_N_O_. _...,J [ Land Use Action No. LUA-04-119-SHPL-H VOLUME/PAGE Land Record No. LND-20-0391 LUA LND --04--119 SHPL A PORTION OF THE NE 1/4 OF THE SE CITY OF RENTON, 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., -20-0391 W.M. KING COUNTY, WASHINGTON DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS OF THE LAND HEREIN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. By: ______________ _ It 's: Americ-a-n~C~l-as-l~·c~H~om~e-s-.~L~LC~.-a---- Washington Limited Liability Company APPROVALS: By: _______________ _ It·s: __ ~~~-~~-~---Sterling Savings Bank. c/o Action Mortgage EXAMINED AND APPROVED THIS ___ DAY OF _______ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DA Y OF _______ 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR TREE MAINTENANCE: THE TREE PLANTING AND DECLARATION OF RESTRICTIVE COVENANT FOR THIS SHORT PLAT HAS BEEN FILED UNDER RECORDING NUMBER ________ _ ROAD DEDICATION: QUEEN PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER ________ _ RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: Recording No. _______________ _ Filed for record this __ day of _____ ---'. 2006 at _:_ __ .M. in book __ of at page __ at the request of Stephen H. Woods. Manager Superintendent of Records This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in October. 2005. St~en H. Woods Certificate No. 38965 ACKNOWLEDG EMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE ______ -___ ----------' THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN ______ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNO WLEDG EMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ______ ~) ON THIS DAY OF 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE . THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME INDEX DATA: ~ -I " ~~~~VIEW NTON .1" AI 2 ~ 2006 RECEIVED • Centre 33639 9th Avenue South ~ Federal Way, WA 98003 _~_ Pointe (25:l) 661-1901 NE-SE 04, T23N, _ R5E-L WM t Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: January 23. 2006 JOB NO.: PLAT SCALE: 1" = 500' DRAWING NAVE: 2219 SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle. WA 98188 NGTON KING COUNTY, WAS HI SHEET 1 OF 3 ~ r-c: II:: t".l ........ ." ~ t".l o 33 23 N, Range 5 E, 3" l brass disk with "X", <' "'> West 1/4 corner of ~ Section 4, Township incased. City of '. North 1/4 corner of Renton Control 0 ru Section 4 Township Point No.369. "": ": 23 N, Range 5 E. ~ 0 m found tack In lead. .... m mru "fru ~ ___ S89"19'28"E 5190.24' 5 4-V------~ 2578.18' 1306.03' lJJ , 0 (Y"J I 10 , ..... 0 . 0 m z ..... ItO 0 (rJ .... 1309.40' '------S89'09'55"E 1000 SUNSET CREST East 1/4 corner of Section 4. Township 23 N. Range 5 E. found monument. incased. COR #1325. 653.02' '<t (rJ. ·m ItJIO ItJ • 100 ..... (Y"J S89"14'41"E 1 ..... 1307.72. ru 326 . 93' UJ 653 . 86 . ~ UJ ' g ru oo ~ ru . (rJ (rJ OJ ~ irl ~ ':"'" ~ ~~ ~ ? .... . 10 0 . 10 ru 10 ItJ 10 . 10 ru 3 I 10· ItJ ItJ 10 0 ...... '<t <;; ~1tJ 10 0 1O'<t Z ruru _ (rJ327 . 35' 327. 35 .1 2618.81 . ItO 654.70' _-I ~ UJ ..... o Legend: o = Monument found as noted . Visited August 7, 2001. [ .... __ RE_CO_RD_I_NG_N_O_. _J][,. __ VO_LUM_E/P_A!_G_E _J.....,., LEGAL DESCRIPTION: LUA-04-119 SHPL LND-20-0391 The west half of the southwest quarter of the northeast quarter of the southeast quarter of Section 4. Township 23, north, Range 5 east. of the WIllamette Meridian, in King County, Washington. EXCEPT the west 132 feet of the north 330 feet thereof and EXCEPT the north 15 feet thereof for County Road. BASIS OF BEARING: -;;;;;;;;;;;;;;;~-"I UJ (rJ '<t ...... ? ..... ? Tr~e North. Based upon Global Positioning System (GPS) Lambert GrId WashI~gt9n Stat~ North Zone coo~dinates. A convergence angl~ of 0.59.56.822 counter-clockwIse was applied at an "X" set In a 3 dIameter brass disk in a monument case at the IntersectIon of Northeast 12th Street and Monroe Avenue Northe~st. Monument is the south quarter corner of Section 4, TownshIp 2~ north, Range 5 east of the Willamette Meridian. The North AmerIcan Datum of 1983/1991 (NAD 83/91) grid coordinates ~ere found to be 186406.967 / 1308734.228 at that point. The Inverse of.both the sea level correction factor of 0.999984454 and the grId scale factor of 0.999999424 was applied to the grid coordInates for shown ground distances. o. o ItJ zl~ (rJ ItJ o o 1 00 1" South 1/4 corner of Section 4. Township CD o (rJ ..... Southeast corner of Section 4, Township ru ..... (rJ ..... 23 N, Range 5 E, found 3" brass disk with "X". ~S89'03'58"E 23 N. Range 5 E, found 2" disk with punch. incased. City of Renton Control Point No.159. VICINITY MAP 4 178.93' 1312.79' '-=COR * 1843 1312.79' N89"OO'25"W 2625.58' PLAT NOTES: 1) The ~onument control,s~o~n for this site was accomplished by fIe ld traverse utI hZlng a one (1) second theodoli te with ~ntegral electronic distance measuring meter (GeodImeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No. 607360. dated October 6, 2005 and updated per Supplemental #1. dated December 15. 2005. No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) Tract "B",is a.Storm Water Detention Tract. Each ownership of a lot In thIS plat (lots 1 through 8, inclusive) includes an equal and undivided ownership interest in Tract "B". The lot own~rs of all lots,1 through 8 shall be equally responsIble for the maIntenance of said tract "B". 5) Tract :'A" i~ a Sensitive Area Tract (SAT). Each ownership of a lot In thIS plat (lots 1 through 8, inc lusi vel inc ludes an equal and undivided ownership interest in Tract ·'A". The lot own~rs of all lots.1 through 8 shall be equally responsIble for the maIntenance of said tract "A". THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD 1"= 1/4 mile UTILITY EASEMENT NOTE: An easement is hereby reserved for and conveyed to the City of Renton. PUc;Je~ Sound Energy, Inc .. Qwest Telephone Company, Comcast TelevIsIon Cable Company and their respective successors and assigns under and upon the private streets if any, and the exter ior three (3) feet. as shown on the face of this plat. of all lots. tracts and spaces within the plat lying parallel with and adjoining all streets in which to construct. operate. maintain. repair, replace and enlarge underground pipes, conduit, down guy anchors. cab les and wires with all necessary or convenient underground or ground-mounted appu~t~n~nces thereto for the purpose of serving this subd I v IS Ion and other property wIth e lectr ic, gas. te lephone and other utility services, together with the right to enter upon the streets. lots. tracts and spaces at all times for the purposes herein stated. PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the plat shall be owned. operated and maintained by the owner's of Lots 1 through 8. inclusive of this subdivision. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owners is/are negligent in the maintenance of the facilities. These repairs shall be at the owners expense. RENTON CONTROL MONUMENTS: City of Renton Control Point 1227. Control Point 1227 was found to have a Lambert Grid North Zone coordinate of 163155 101 ft / 1298978.0B8 ft.based upon the NGS Grid. .. A second Renton Control Point is the NGS Control Station "HAFF" known as Renton Control Point 1884. having a grid coordinate of 179737.948 ft./ 1308391.960 ft. DRAINAGE EASEMENT RESTRICTIONS Structures, fill. or obstructions (including but not limited to d~cks. patios, outbu~ldings, or overhangs) shall not be permItted beyo~d,the bUIldlng.setback line or within the drainage easements. AddItIonally, gradIng and construction of fencing shall not be allowed within the drainage easements shown on this plat map unless otherwise approved by the City of Renton. NEW PRIVATE EASEMENT FOR INGRESS, DRAINAGE MAINTENANCE EGRESS & STORM AGREEMENT: New.private exclusive easements for ingress. egress and storm draInage are created upon the sale of lots shown on this short plat. The owners.of lot~ lots 1 through 8, inclusive shall have an equ~l and undIVIded Interest in the ownership and responsibility for maIntenance of the priyate storm drainage easement appurtenances. Thes~ appurte~ances and maIntenance responsibilities include the repaIr and maIntenan~e of the private access road, drainage pipes. and storm wa~er QualIty and/or detention facilities within this easement~ prIvate sIgnage, and other infrastructure not owned by the CIty of Renton or other utility providers. Maintenance costs sha~l be shared equally. Parking on the paving in the storm draInage easement is prohibited. unless pavement width is greater than 20 feet. THE CITY OF RENTON. ITS OFFICERS. OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES. DAMAGES, LOSSES OR SUITS INCLUOING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT • Centre 33639 9th Avenue South • Federal Way, WA. 98003 INDEX DATA: NE-SE 04 WM THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS, WATER UTILITY. SANITARY SEWER UTILITY OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. • 1-2 <j-c'P ~ ~ Pointe (253) 661-1901 "4' t Surveying DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: January 23. 2006 JOB NO.: PLAT SCALE: 1" = 20' DRAWING NAllE: 2219 SURVEY FOR: American Classic Homes 644 Strander Blvd. #271 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 2 OF 3 I Jf o 50 100 I I I SCALE: 1" == 50' m x "0 .... ~ en o (.J1 I I\.) "(W \ I 'N I\.) '.t: 0 \'I' 0 ~ " 1Zz '=' I '=' ~ ~I ~ ~_.~ I c.... c.. (J -IlJ :::J :;x:: ~ ~ 9 ill I; ~ q ~ 0 ("D o ~. g n en ~ :;' [i >-t:C R (1)<:0 ;,;g 15 2:i ~ (I) p.~ ~ -Pl ~ :. !3 N _ <:0 t:C c.ro r+ ~ ~ (I) ~~:::r ~ (f) ~ ",,::-:: ~ I\.) '"0 ~ '" (6 I\.) ,-~ s· ..... ~ ::i ...... l> 0 J..;t>~ lD ..., 0 00 <:0 (I) a. 0 (/) _ <:0 W ~ ~ Z (/).0 ~ n t;tj 0 t;tj c::: ~ ~ c.u . -......::! °l~ I-:t:j (/) ~ ~ c.uIZ 0 ~ 0 Z 3 ;:g 1=9 OlO O~ ss: (f)o)l> ......... CDl:>.3 ~ Q,Il:>.CD t:tj r+ J r+(f) ..... I I-' r+ (J r" CD J 0.1 V~ .~:::J t:tj ~a.n l> ~:;;' 10 lD (/) ""'-mm(/) ~ ~ ............... m < n ~ rna. ::r: N 0 '11::3 U:) I\.) CD Z '-.)(/) ...... ~ '=' ~ ~ \ \ \ \ \ \ \ \ \ z 0 0 \ ° 0 '-.) . l:>. \ w : rn w \ ~ l:>. \ ...... South 1/4 corner of Section 4. Township \ \ \ \ 23 ~ Range 5 E. found 3" brass disk with "X". Visited August 7th 2001. L-1312.79' a NorJ,heast 19th Street The West line of the E 1/2. SW 1/4 Sec. 4. Twp 23 N. Rng 5 E. W.M. U 7BT ~I· 132.00' . II) ('I") ,.... (0 • 1 ('I") .. r-:IO . ..... ('\JI O ('\J .... 59.99' S89"14'41"E ~ 65.00' ('\J. S89"14'41"E 94.99' 4 w w o \ ~I('\J ~ ('\J ('I") ~ If) ~ fIl \ ~ ,.... ? o o z 5570 SF IlmJ ('1")0 ?ci :.... W 1/2. SW1/4, 0(0 0 NE 1/4. SE 1/4 of ~ 6210 SF ci Sec. 4, Twp ~ m 3 N. Rng 5 E. W.M. in° 5 Uhe East line of the :--~::.. .... -.-.~~. o o 200 ' oefense Plant corporatiOn Easement ~ecording NO.333878A. "" . " 0 . \~ \ \ ~I"'" 10 IJ.J ~ ('I") .t S89°14'41"E 132.01' 'r~ 15' Private Storm---tool drainage easement m II) Tract Storm Pond 20920 SF B m (Y] 16.16' 1 8 6670 SF [lMIJ I"-a: 7 5920 SF rmNl 104.09' If' 0') SB9'1441"E 129.11 IJ.J ('I") "I' ~IO') o II) . . ('I") ,.... 20' Private Storm drainage easement ---1 <:> --! t:~~"4S--~ ~ -Jt -.!.!!."~ 165 -_ S89'14'41"E 159.88'0'; f---_ ---:!!.6· ---"'_ OJ -_ __ <:> \ \ \ \ Tract A \ \ Sens it i ve Area B7280 SF --__ -l=' --<:> --:--!::!--,.... m (J') II) ('I") TOTAL ACREAGE: OVERALL -167660 SQ. FT./ 3.849 ACRES ROAD -15980 SQ. FT./ 0.367 ACRES LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. • = SET *4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". )8( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. ~ = ADDRESS NUMBER SF = SQUARE FEET (SQ. FT.) PSUE PUBLIC SIDEWALK & UTILITY EASEMENT Rec. No. UNPLOTTABLE EASEMENT LIST: OL YMPIC PIPELINE COMPANY: REC. NO. 5704028, DATED FEBRUARY 27, 1964 REC. NO. 730115041a DATED JANUARY 1~ 1973 PUGET SOUND ENERGY: REC. NO. 20050929001010, DATED SEPTEMBER 29. 2005 , '" ----. N8g o09'55"W 327.35' 1 \ 1312.79' \ The South 1 ine 0 f the NE 1/4 of the SE 1/4 \ of Sec. 4. Twp 23 N, Rng 5 E, W.M. \ \ \ \ Southeast corner of Section 4. Township 23 N, Range 5 E. found 2" disk with punch, incased. City of Renton Control Point No.159. ~t:-< Cl C I> NI 00 I~ 81 i;O ..... .......... ~ 9 N89"00'25"W 2625.58' Visited August 7th 4001. 4 3 CO r --~OVd/OKmOA J 9 10 U1 ::r: ~ t:-< UJ c::: z UJ t:tj t-3 () ~ t:tj UJ t-3 ~ ~ ~ ~ C5 ~ S ~ t.zl