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LUA00-029
\It ICLUIII LU ,CIIUCI i' iee UUC VV1t• First-Class Mail Postage and Fees Paid USPS Permit No. G-10 CITY OF RENTON • ••', "¢ "fit. - _-- _117 , Hearing Mumbler• .r; `arc e r . " .1055 South Grady Way-.Renton Washington " [j tf1RST CL'R5S":$iA1O$1 06" 4101 1"'L7i::llLq ADDRESS SERVICE REQUESTED. -%,„r,rk.. .. 7150401.,u.a.POe urce C :j � . . . .. coLO Paul&Ruth Brandal `' C 1309 Sunnyside Blvd. Everett.WA 98205 ': .. , . tr) ORAN304 90205201E 1301 11 08/16/OS LL ... FORM .: pRANDAL �� pp0"BOX 12020 EVERETT WA90206-2620 D �1.ThIspaperconminc bO%rooyp?odpapar,2Q%poal-cbncumar:. .,c•,.." 1966.IMG S&CAS Srsssa )Itlttlitltiltttlltiltlilil,)ttltlttltlttittL)t,ltl .. • .47z . ..• a 0 CITY OF RENTON ,-...,....__.= _ ______,,_ .- -----, Fm ph 7Teigr4 f — ='''''"-7,--ze-------f--e , sal. Planning/Building/Public Works .a CO il. — t it 1#w g' = •••4 felp$, 1055 South Grady Way - Renton Washington 98055 C C.) U31-- NW 15'00 PAO - 0 3 0 2 : . co Artaiall - cc cc ' ion 7 840 * t". ADDRESS SERVICE REQUESTED U.S. POSTAGE i lusmETERI . . .. •-,, --- . __ ..' 830930-0130-03 . . . PRASA.0 AVINASH J F. -SASH' .15080A 2100 JONES,— - RE•NiTON WA ' SA5H100 980553002 1300 16 03/17/00 RETURN TO SENDER GONZALEZ ' SASHENKA MOVED LEFT NO ADDRESS UNABLE TO FORWARD RETURN TO SENDER IMP-989i5- ----------------- --- ---- - --- r idIR4 NOTICE OF APPLICATION _ AND PROPOSED DETERMINATION OF' NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 61h Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: • Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone • Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual • • Genmalot Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that Is to be disturbed. The silt fence ' shall be in place before clearing and grading Is Initiated,and shall be constructed In conformance with the . specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the . construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as • building construction. . 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works Inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant:shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 par each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ff..,;:ewl 'L:, Yv,0•E•YYY..- e 1 ___ - .—•_- .- "�'ai•' ,I- •I I 1'6411 -4111 X1ra• .-Q L , )- 4.',i, .14rr:1A. i' j . 'an I, I I.1•I.1 I.0, . . t�a �uv - C , '.: • r ,p E�, .ti • • •' -•�, 6• .m� ��o!. �"'1.;Ai?ec ;.a. "} • La p .te ti- r',•M• •..I'I i 1. ' i, :I ,• ,1. • r' e m s o •,, • o. s. �:,�.; ..,,s.r,_.• Tr`•..• .b. c :.¢: :.:_ _ .1..,,..F.p; .�' '.,. Ti , ;,,h,,b; ,,1 •i. ft pi'r,`'tuiiiicfN'% •1 • :'••'"• i�- W. Ij 1- - ' . €k �I•�_ : L ,t cIy.����___ :r.,:' 1••.' 0:: .. 1 0 .... 1��••..: t 1,..„...... 10. a. . i .1 o u ' 9e . _ . 2 i:i i.it:,f o t . ,,t ,p, j. IICPrILY_AX11 i I. o• —'c _'_4': �4- _ ��iw��,, Fi�i�ar.nn L• ,�.E e , ... ia ... rI—' . �raidLnr'° E' �9L�h�'-.:, •;.Q� a. .9.1 6 4■ •r.J• :1 •-, `` is �T B r �' II �J;1 _:_o —of �€ • • .V.• ii I I �i�m;--. ,:: r,• � °'I ' `, .,.�. - 5' •t _ I• ' _, iriT � 1' . r o 1 . I - • t ` " - -yA p, r PO imps rt.T IMAM ` I '�. o- .•a6 I & _ y I , I C I� MARTIN'S .cl� Tl. 1 - � � 4. • • }}3 . : •I . 1t •- � �� -i I I 1.. � 1} r..fir 4 . ;; p CITY OF RENTON "` � ,�, Planning/Building/Public Works ® `� ® : �� e 1055 South Grady Way - Renton Washington 98055 NV 15°0 0d q ® � [�(� * 1 RMEYEF1 ADDRESS SERVICE REQUESTED ' �' 7198401 U.S. POSTAGE CURR?N JOHN. C 509999 4021E oTH C`r RE N TO N SLA 9RU56 . L _ ___i _ __ .. _______ ,10-63,,,,,, , , . ""C‘tni C ...--",, . IiE f LF;ld TO SF.ldD;.ti -.,VI ,` �'. t t 11 1 ! 1 J i 1 ------ &'7/ 7- ft�� r {{�{irjj�i,1l3�ae{r���lltiii{�ii { {1I��{iiiit{{rrt{�{ti{{fs�{i�il1Jii{t{.{ii,t{ • +°114. • "��iNrrp� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: . March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6'"Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual • • Genmalot • Proposed Mitigation Measures: - 1. The applicant shall Install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence • shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to Intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SW DM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. • 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential - lot created by the proposed plat. The fee is due prior to the recording of the plat: 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;•Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION i YR�MiYYY ,- • �,.. , —-- e�I I- I I �i:a*ist.sW� IS 1 _.-e - :.:..,.a. • .•14!••'••%�;�-�'.I •!•.6' � .. . ..,... . 5 '1,141 el II I I iill•ce. 1. •l:i,�.•,r 4^�• , . . • rr.. `.. l• a; - 1� • T cr.., �:,=• /0� I. - •r.'nil .•,�I„i •4•II 1dS,• [, Pl ( d:-.V7�• 4• i •' rn n. ,,'�I:1.1•I•,. „SaV t'.•b' • O %Q4>r•' -.-i Ir1,1•'.. ;E5!'J»I I •-: E.tri,,Pi!og 1.,.; ;.I A. 1: .r-y-kk iiaL'i,M s .i -1 °_ • 10- Iw 1 .J- yC. II • :�u(•ii.1.i•(% �ti' '- ! i s rtli•, r•*4 L���_111iC�l'7*E ,II mil• ..1•,•et.F .. .•,.rT,,.i_I ••, -""' .r -"r v'?• Q + IN'ICI-7:. • is-'P , E- r e ° yt. � i 'ICI" .�� ;+.ld'.,,• ? I lc. rte. F yr-i- • 1:. . . •_ 1 - �• a-1 Y[. --�������\tom����r gip • -\ •.•.. .t 1•r. . MO.r= Imam�• Im•iDp g e ��"lii-c�J �•7 aTG ,pm -��tiRry . . Q .I • � ' ..4 • i �Q�.I , 1:. `M I ,• ► O ! •1 r i L' i17G.50 me, i+ rl-1 1 ! — `J •�. B• l_ ?,.v '.,. Io��TR�if `L.TRts B ..r a ..w PM r� -7 • ,i I-,— - _.i_- i. . r l , .p •jamf.01 - slim VIR .f.0 1q.'11-i lin:•C;11'-' ,.8. p ..... E• .. • ,.' N ,.rr ° :� � ...01:� 0'—dii� I ICI 1.1a!lli, r r •9 v-,- ti v t1 1'1',-1971 1 I A "`.fii l I = V - 4�{ 1 I j'I]r AAA 1 �Li , -�i'-�„r D Jt—e II•J _e el -. _el •.I_ •� . . ,t— 1: r01 api el.•T '.gt•.••''LI r- , ! .• -0 6 �I�1, d 1",. I ':.�^ n.11 ,ilt� I f T t--•• I I .. dbr 1Yq'� r `�� -C.: L.Yii71.77�MARTINa ACRE TII•CCT_L1 rY.0 ' '' — •I •e4' .. . �{*td jj --fr•K11 ��•� - _� oT21 .' ..., :...:. -; •-_ .. _1.....-_-. ,Typii.7.n. - l t2•e. 44 tg) CITY OF RENTON ailL Planning/Building/Public Works -, ti, , — 4: , 11, hou,00.4 0 vitiAl"...144 „ .• „ is HAW 1500.. ! $34'.6?ak - U .3:1) 1055 South Grady Way - Renton Washington 980 55 a) I-• ADDRESS SERVICE REQUESTED i,,,,.,.., A,,,ip A ', -1,,,,y 0 0.,,,lel--% :,..,--2,N.-T., .PBTIETER * -- ..•7158401 u.s. POSTAGE ,---i 8807. -- .100-.07 .• • DIBEL A SAMUEL R , 09999 ,,2.• NE ,STM,. ST • • • • , _ _ ___. — . --- _RENTON WA •• DIBE203 98o59aola 1299 19 03/18/00 . .. FORWARD TIME EXP RTN TO SEND ____._.,. • DIOELLA'SAMUEL '• , .. 25823 203RD AVE SE . . .. KEN WA 9604a-b1ea I RETURN TO SENDER • U��Y 0 ♦ + NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON SIGNIFICANCE - MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6t°Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: „ Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot S • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence ' shall be In place before clearing and grading Is Initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the constriction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the . construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the Installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential -.. lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION !_.•'•, -1 ;1 -�:r�-1•44 g't-.[ �/y• .. - •_•�— • •. ••...•a• e• '1'M•i C 11.--• •.. '_ ;Mi'6•i�. I'I •�•I 'It iy" 0 • ni ^r74A•- r I• .%r7 .'.. r•• l' I�bl�l ii 1 1•I1N.i:i -14^•,�• �q M' r-ii8 '—E• • • • �. f!� ; , ' •—,--el..1;,t.... •I' "• 10..a• I I tea , O ,cE: o-- - li_ ., t!.• .t.— *..' t . .. ■ t. r• - y: '� .i •'7• •,•.'t., r,,, i•.b' • e J Vz: ;._ et• i .• c •i x m t ,t•;l,ail b °1t:� j i i - J.s`wdiiiiill�E'�i '':'' ,t •.,f • L ,! ° iii�~ -• t q" ' •~ .....:. el.mil -- . .. 7¢ ` fL1j • ram.....,„C a .a F---- ,5', a,ww .v. d a •• ,. . ...4, ir.i,F,I..wl .5--c,1 ; I : . Ilift 1— -17---"""r. -a iiit g ". i .• � c��.n _ 7_:___ �._.�. tm..•v. t•tl• yeuns-p® -1 rf ll,_,p .. a ' 8 •pl ibRe'' 61y d, .I ;'ta:j711• a •� �I '�t I. �. "�I . •1 n t� -o •I _• _Al !',1. • i + I ti k t ,, ►py:•�t' PLAT i •},.. a9 .. ■. iM dry 1E°' u . �. '. 1 I . = :Ali ■•ATM$ Ace -rn•� 1-' -".l • .'-:l .1.4 mmi: , � � •fit°.:;.. : , = - , 1-1 a 0 CITY OF RENT ON ,Ire i.flame,_ .1U1n="70,.. r"..1(., ...r=1,4 ) — -- 040,6 kr A4,77:7---. _---- 3 , isIL Planning/Building/Public Works _. v) .,:t 1 4 fre.,e1 n xn 04.) 5 4 1055 South Grady Way - Renton Washington 98055 CO 1•••• 11.1 CA It ig li LI a - f -nu 9 50 0 P '" 0 :::: .-1 cc cc 0 7P81;8E4TP? u.s. POSTAGE : ADDRESS SERVICE REQUESTED , izb.o.. " _--- — 07 16 111) Ft11-:.PRE:El:IF:1E Izi 1.4 ,.lt v ''''!•':::-A' .6 .., • •,. ,-, ,, )1.\ t,'1 t':•,,•:, ': ___ ------ ( --• - - 880960-0030-07 TAB ACEK CAROL 871147 2029 FIELD AVE NE RFN TON WA 98056 NOT DELI VERABLE ., „4.-i ',.ili,,r---7-N , I AS ADDRESSED - trtit.:---2.1: — UNABLE TO FORWARD j")) via ,..0. 1 li i i ii i I I I fi• fi II WI.) I. 11.1 RETURN TO SENDER -i;•-glr.sti,t7::/77:Y7-?:::::1;:f. iiiiiiISMilfiilliiiiiiIMIHNIiii:,Miiilziihiiii:1 • 1:10.110M,\• ' , • STY O + RI *PANT°� • NOTICE OF APPLICATION AND PROPOSED DETERMINATION.OF NON SIGNIFICANCE - MITIGATED (DNS4/1) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two.(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the Issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT:; . Bob Wenzl;Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar• Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report • Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence • shall be In place before clearing and grading Is Initiated,and shall be constructed in conformance with the •specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the constriction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SW DM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled fora public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION {-�[Q!yY 4'th71'YYi - 11 I.- .31-- - — -- ... / .•,- I /,_C:• -t t. 1^i'� .- _ "w1•�. l' T ••• 1__Z,L, • 12 r 1 1;I 11 1 1•1.00i• - • ,,, a,... .41.O J--Z'' �.�, 1 'T 'I :c� r! eG) !32.31 i :c os�y4�O ;,3,,,,......`t alcl.l _ .e_3- .gailb' t'. .•r�� ^. _ I...t• I 1 _ t;7 lr, l 6 .9. �- 0 4. r i^ ng c,s oI�, . 6Cbb 'V ,1•,`ito�0y;. . 1) '''' 'U. i1� .....1•r'•• TA" 1.b' ' c ••¢« RRaI°'•• ...• .N>fr �E{I i,1 .7i6I 1•iy i-I i!!4I.r.•44-yWOts;, ' .1 "� • • • ,. ,•- A`'� ;1^ •T ..a 11� I. [cl CO ? -.' ye irg �•.a1 :.ti: thJ i ~ .:kg.� ti• ' ` ,,• ;; a,. c- ` .., , _ � -- - 4- � . ,,-,.. e .la1.1.' Iz: Z fnm �ntlia' Ja..-66 � • I .a o 1 444dd- w,. " .nW m 11 • i _ t .3 g .I + I gm II : - - f} .. m•.,,��• It i riM i` I 8 , -Er ' •pew=Q I.SJ gc. -�l ' i am ^1! I 1.34 I• ��_1.'.'...i.ji; •'.I I a ;•.' _eI . 1 D. ,• ,I a ' .f V" I.L. Ile_ m•1� Ilq W��.Ii �� .w.` •I'I I ._.. - •• ...1 • N ,� --1 :� 4� �RIR 6 I e1 • �s �A, ' b1 .I :'lo:f 9ii1 a r-r • r y '1 �_ j �i�t iCD ill iU., a T ,, lJ 1 i '~,a. I I I • • • �1 :� n• _m •I ,• _•I •i�_a.....1, - t �..a • J-* p Pp1Yi•'I PLAT '1�7•;.•'it 1 . .J 1 y "'4 _. "' .. Y ttj j CJ 'i ON I'-• t . V it . '� r-Q—Q V:110 IIAIITI"I •cn TRIG .. t ( _ .II_.I.r1i `L O 11J �` " . *. .r......11, -- •... ,.. uII•cc. v �" - �— f I cl'T I 1 = 1`I7*`r`i .....- ;1 TI _ - -L• _ '1.,0 •L..-L I - I 1 1 -- 0 IR •<4 *ePN'IVr cw NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6"'Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: • Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence • shall be In place before clearing and grading Is initiated,and shall be constructed in conformance with the . •specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the constniction of both off-site and on-site Improvements was well as building construction.- 2. Shallow drainage swales shall be constructed to Intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stomiwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. . 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the Installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall.pay_the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION o..a j3P' . .Iy to •4°••4_ �:, [ 1. IRIIi��. • .,, ,. :1«.t;�•� .[• .,. • J.• ���ems:a l,c�.•e ‘9 iI,. 0 1:•'4 '.,.�'-••• •-,[.l.f. r�n�'I •b•,• a '•, :•Q.. • -e`e, •:-y r �f�" C� f_- ]c lit i .ter '- ' 'i..-,•124 -[-• " VIlfli!!Tt'. S^C r .:I•.••• i ei7'� S` a;� 1 •a! ya . '' a 40t444o ii T1...E.i�'72-ic`i2-S�..-1e. ,:,• ••', - — � [. a• ;irsioaye eYo�app,�R i c. o- .,-:_ ter__ i a' 'i m i*ttern� '-Kt:P.: E � 3 e4 a 1 3 a -at` „„ I " 1 .. • .. I I; 1---- ii• L. (1IfIiI �_ r• y 4R�1 _'..- r I im 1 1� [•A.[. ..y.. _--•tea _. l. . ........ [ R N _I Ayr,' is • 'a -ei 11 6 .i lr 9i• , .. . ___, ........, , • a 0 CITY OF RENTON . , ,F.7` --). "'"P-47:05;r14":"17ACuef7"--- ,.1 ,•',6 '4V.Vare 441 -.------•'-'7° Planning/Building/Public Works 4 CO 7 ''' c4 , X -I ''' rein., \ 9 5 04.4a a - 3-0z- - .•... . 1055 South Grady Way - Renton Washington 98055 col- ila '0 0 0 i , elagna - - Luca \\,_, .,...)._-_, - 7P18561:477 U.S. P.OSTAGEli cis. ADDRESS' SERVICE REQUESTED 03 16. 00 Ftri‘'•PRESORTED •SE *, 'A.*-..,*-1 1 1-77. Ea1,,, :--;,- .,i(1 -n s- ,.tii,) Ity VL7,„4, , &IP-4 EL 16 illzzr:•4, 14., ,A, • - : _ 'T-- 99 4 47 5-059 0-0 8 . .1 Mfik.ITGOMERY ORE!',10A- JEAN 959999 -1-- 4025 NE 5TH Pi .. . RENTON WA . . • . ' 98056 . -------i . . 1-. . .. :. ._ , - •- , TO WRITER u. .. ---- ADDRESSEE-'''.4'.*-*''-----‘1 .. '51 P M ,' . .U N KNOW rI i ... -.4.1 V:icgssiirez-7 11,1...1,11.11nuisliddluilti Isitliilatiillutithiliwid.1.11.111111iiti :, •.• . _. . ._. . . . • • • 0( Y o 14R NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF• - APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes; proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated Into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: . Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence . shall be in place before clearing and grading is Initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as - building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works . inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. . . 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The - - Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION L Y4'.•TST YYY w _ 1 — — —-- - - 1•I r l-I I T I:If',��.�•.�r�y,� --a '.•�,� .........4!:* .,.4 • 19T,i;.l- ••-3P•— ''d• b_•t_l}bI III• �I�I I t • ^'I{(, ^?' C•a !-TF° ~�—.1 •p, �� �• r'. ..r•>.,• ,R; �I�` 1. ) r I y.a •3 :i •'•, t�. ^`. 1'I ''. T he I'•b' a p• ti:0i, . g I VEri � a m I f• .,.� �' �grik�,�I,�1 dl t,:�i•'el X••..: i�:,1#•f-.`+dllyi�l�lw;1.1 •1 ••r �._ •, g•:F;::;tX?�`1 'ti-,�1••'a�-. - {-4•i �,. ..-T'`-. . :•14.,-i;;•• , Fir '_ . .15 1^`• -•1•.�.. .. % �icr •:1__T7ai1 ::..,.1. . .t•' • Has'.. Y , ... ate ttRdi 171•ilL. 1 ln ._.p.4z,..i....:.n. ,...-.gEl o Ir Io-• • :1:11 I i.L•,? 0 t 1" Mil=I% ..Y y.�ri fedp it' Q MI . C i bN7il-7 :1 lIva=..e._.—,3 T• tee. _ - vy_�,�'�1 .^..rty inrT 8 1 .y _ -_ -ram_ f� mzu ..9 s. --, i I •r•' --:- '' .EN ....5 PI 4/GI MIA fr- * ,,,. r,.?,..- 't I i FM Et —,, Jci -a 1 `+ .•• 7 I-. :0,� I '� '• T to :' y :. • P:: 1 ■7a�1 � � I t d��•)�y . :Fig MEWIn f9 s ACM. TRAC •I 1 0 M .r......nEr; I III 'ate —F : ivia IL -- • 'C tee •°.I _ • =' „flal,_r{r _ �H tom;• �•lbl A ,d • r• I .I. 'I'I.I. --�_ „ © CITY OF RENTON *` =" ,t° Arr4 Vim' . --- ••LL Planning/Building/Public Works 0 ®� ® " NU I5'0 0. ,g;d Fli It 5 1055 South Grady Way - Renton Washington 98055 AU CA \ ; try ADDRESS SERVICE REQUESTED ?wSVEa �i5840i u.s. POSTAGE IS 16 110. F__:ill PRE== RTEL'• �-14" ;.N _--81 ri i aR0MAN CECILY Pa999 t� ' `,�,� �,.,fs ;• F r� 4231 NE 5TH ST i1C-202 £ate • RENTON li 9 059 TO WRITER " 1 ADLI?ESSEE • - ! - PM, T` — I UNKNOWN _. t_t. :Y:4.:.. 1i ii#L;T: ��:hilliiLiAiii11ini.I�T;J„iti.1s1I.1 �'fGAs�.f>]li c: p CITY OF RENTON rk.�.- ;� , soli , Planning/Building/Public Works 1�. �" " ®"ti - A. a 1055 South Grady Way - Renton Washington 98055 9 'u`; c i1Aa 1 5'0 0 .�"i .0 0 5 ADDRESS SERVICE REQUESTED • � .k P�iNfETEA --= Ti5840i 'U.S. POSTAGE i\ 03 1"�-E 00 FC11 ` REF-URT. 0 _.7; . 41-1 _ :i CRt=— 679999 SALCA O VICTOR H 21 • NE 5TH• ST • 93059 RENTON WA �J TO WRITER , �1��-CI- --- - - ADDRESSEE ... '° U UNKNOWN �' P� ]� ) J J ry i t t ! i J •1--t,A,011'�� ''sc^1'^"'sr:"42-� -' `":4Y14 Yi11111i1i11.1.1ilil'ii5- .'I1I1I311.17111iili�lllllii{il{11111}l Illi IIltt • airRA N1V'r%� • . NOTICE OF APPLICATION _ AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE -, MITIGATED (DNS-M) ,- - DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested:Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot • • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence ' shall be In place before clearing and grading Is Initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works Inspector for the construction of the civil improvements of the plat. Certification of the Installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;•Senior Planner;(425)430-7382 • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 1.1 1•A-/�i- �I1 -1'!. S•_._— 1 'f,. _Op....,•..s om,4l.1 itQ•i-1�„r., 1,�� .•• , • `L474`,,}��w,,,�t--i4.0 -• Z' . . .1 d•,.-•, c. 6 `'•,,,. • t - .1=C . p ? c• • ova IR ,ef• •wn• IMBUE^E La • I.Iq•ti .. d 7 '� ., .i'f ... rm. h..n .c...,y. Tam N .. •b• c �_` ;:•:-... �! :r_,i;a6'd{l;{f� 'i�i`.6 = 1• •I •diEFLTRIF I' i '� ,ellp,l .w.11.,, 1 Q. 0 Y.-,_• : .'•,,/..-,...,.- . g..`'t :::l '�— -.. it .' :- :Y.•,;. a - - -• r MI 31 r•saorcgpiY�j a • s •I . i - sfsi sf g i cz'''•' �••rru j LI:M i-L.L Y o / I +�I �coirJI•.jch7 -sue i _ • ' • Er , •.., c . c• I� t R�:m'i..... ,a tl ge,-i eri .`• 1.• •'•N. • -El a I. _ Int N �� r-a :__[In,.�.b •t al 17 17 -^-1 . .lee .I�' L ; 1 7 nits Pt.AT IMIllivi Eil!,: iIII2 I `1 ;- .EN Ymi YIIITIM! ACII : :: Y----.,®,•� .ice to- 0 4) CITY OF RENTON -lw"""..-'-- --- ,ii--- -nr...... Pit ,..r4..%'7"1".1.....,-.1:- sal. Planning/Building/Public Works f. .; iS < . 4e' , \ 70-14450)4 * 1055 South Grady Way - Renton Washington 98055 ., s.; to c-1 col- wca IIAR 15'00 i 0/-4.5 a : 0 3 0 5 .cfcrlm — . im cc \ PB .• .., _-..--) , METER ADDRESS SERVICE REQUESTED .. ( .z, • tikh.u. \--- ',...1.-- 7158401 U.S. POSTAGE I ,,,,y,..., e.,• N •''''Z.. -''''' 880 .. 060-05 379999 '1 ,'cRobi REN E 5 NE 5TH ST r _ -- ---- ------- _ i RENTON WA I CR00115 980592012 1C98 19 03/18/00 FORWARD TIME EXP RTN TO SEND CROOK 'KAREN ...„... --- 15605 158TH AVE SE RENTON WA 9d0L5t5-634/ RETURN TO SENDER ' FIUNI/34M/74.2,..„ 2 ii , iI liiin iist, i fitii iffi, l i1l1l 11i/1 11li 111i1t1 11i/111ti1l1l 11 11 it f1 1., 1_ • • SN NvTo� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE -,MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual • • Genmalot Proposed Mitigation Measures: -- _ 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence ' shall be in place before clearing and grading Is initiated,and shall be constructed in conformance with the . specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to Intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. . 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 35, ('N-0iVrT.MPYYP - . - , . __ ..-7-,., - _ s�1 I'f I,I I,I ' i,, 144.,1k ®si tr,--rs1 iz% --e .�.. —- • :...:,.;,.• •igr;;%I•.q.:►AA,-. -�-8: , b •1•I,�IoIIl 1 1'OA,: a 7: .. al - .L •. ••••p• 0 . o,.m moo. �.i�'?`;".' 0V.M.'••••Stti �...'�°t— .` Stt 6!•• .� INER NCB 1-.1 t'u•:r4 '�_' ,'-.= Y ,.fie• , duty!. .y....,: a .f -- - , -.: 1-.---WI • OI YO.:dwo . maw ,s. o ., ... - d . •H• d a .r..�eaactavvz� telD. ' •I . ma,-:'g t:M r (i> o f ��� ��I.i Cr73GfL ? i _ .... prim.. mi ... ,. mia„,„,, ...ritii.... .,.9, rar5= III - . 'al"' 7**--_- i • i �••'C 11 . � III = ' -:m'�''.• ' •O al 111. ��C� d'' I. • •!' al` us au • Si!0. _ ..e 1— .�,o- _ ._� __:::Win, .. •mn.v. __ laaifi.onr.�.,®. _• . ._. _ _. .'. N 1.-•-•1 An-i. • ...JD An 6 . 1 r ' ' :•I I 1: . 1°''asps ►L•T M i mi - & I, ' i I 1.1.E�.. r,-� b t !. 4 I '.: U•�ri I1AATIN t •1 t/ [ . r•'fin •... I i .) - 7 • 1. I C(' I G I 1 11..i..,_ - E3M I fflilla - :—.1. •�_ 1 ,...- ICI 1 r', �h' :� 'Id .•I°I • Utir Y Uri • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE -MITIGATED (DNS-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street'standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City.of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are Integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION:, March 14,2000. APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar - Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be.required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. • CONSISTENCY OVERVIEW: , Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),PreliminaryTechnical Information Report Development Regulations • Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence - shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the - construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works Inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. -The applicant shall-pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Elizabeth Higgins,AICP;'Senior Planner;(425)430-7382 - PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • - I �A v • �. . .r; I tg d I I" I 1wt' ¢ [ ;0 e , • r , . • ` . dtO. .- : t . , E X •_ •.•rf .o'+�b. :. . � .y 1� C. .�v.f.,- l �� r• 1 I !�4V . rl � '' 'rr ,. ,` trI, Idi 1.: • j. . Eir''' ill . aIf . It t'n Cr ? � ' r• ' r•r,.a * I ..... ,• = •.—�.aIr-� � _ .:[ "{ 1-Y ~•` - -. ,i . d . - u � .9T9..T�f Z - �- L- X &f � •• . c_-... 1 - I40l�;4T4$, t. : sTiy t�- Is- �1: .,:L.t.L..a'•t • �aa 3 a u -- I V m 1 .� .la.aS! 'ZL.g...: m �'tt3c I e �pq - -7i'— ir • 0.•__ 0; _,•. ,I 1. tir....� r y� ay'q - I ry ,•• - .1. �� 11. o: el PI d . '+ ! �n�"ter'' ■IL V NrC tr.' • mot' ■!NI 4, • =• 3 '—j=1 • "gi 'll r GA : 'Roll. • 6. M � '.i,o-1 d^k�i•1 _. _.l _el • V $ arPi �i rL•r_d 1111116111, t .. r I . I ' Dt. }it __ .•.. .- I, .I.I I . CITY OF RENTON 111 .10 _ 4elt eel/ Planning/Building/Public Works •.1 CO 1055 South Grady Way - Renton Washington 98055 co IiAR 9 5 0 0 s fP it 3 0 5 i ADDRESS SERVICE REQUESTED �'� \ pS65740i U.S. POSTAGE :: 'Vbr V) . • ., e. 8 0930-0120-05 THUS= .1NGER TRE4SA I 339999 42 .2. NE 5TH ST . _ �.:ia,� G-- .,---�-.-v i - -��a T N 3W A . 98059 RET �, TO WRIT AAI ('" ? - :'.� �� �w f AD.LR;ESSEE_.. . ; �r�� tr'AKNOWrN } A �- o P::r-;;1� __.__. ___�_.___ -. . —�- 1' „ '' �-'`� iir:l1tl.1I�liitiL iI�1L1111111 I1I:1„I1I1„1I11J,1I11H,11J,I1I.I„Iallitifl • ,vy 0 .e, NOTICE OF. APPLICATION AND PROPOSED DETERMINATION. OF NON-: SIGNIFICANCE - MITIGATED (DNS-M) •.: _.: .• DATE: March 14,2000 - LAND USE NUMBER: LUA00-029,PP,ECF - • • APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface.Water Design Manual • Genmalot Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be In place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the constriction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,It may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater . across the site. This will be required during the construction of both off-site and on-site improvements as well as • _ building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. , 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works . inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. • 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The - - Transportation Mitigation Fee is due prior to the recording of the plat. 6. The.applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential . lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION =.I . •1 I 1' ' -L;j •77y0� -•a � ....,.��f '1�'„f i+• - ,� �•6•. ,.....V-.)„. ., , 1, f 1 kg i A m t'� ;i i 7:,1' .1.1''•,. Ti C` 1', ~" 8 t Eat . 'ut:r: %fV1Y` r48 8-- ,.; :7 "' ' .rp I. ' �, a .i: ':. =�'1'�`, a .:,_.� lli ;t.e. — ,. L-, ,', t - • . —. • o- -:i EN rill N I L_l .t 0 4•S3fA 1ri. .xii' ite� . W -. 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NORMAN R. . . . 770476 169-- 126TH PL SF RE •TON WA \-, . .. 98053 ..., • \ ' - __ . _ . - - . . . .. _..„, ..: ;i0T Dal.E?,A1-1LE` I IIVA !Z ,, ;:'t• -9. : _ • .D . 1UNA:BLE TO FORWARD 4:-.7'—fr. ..5' N d ,;,"• .: . RETURN TO SENDER i'.:.- .3- \-A- 41cril..."2.72. lidifiallilimlifilliiimilii - -111,11.1ilitilitstithillild1111111111111111 I '-‘, 4%.1YEPt. " •,_ .. .. .. . .- ..-- -•_ . _ .. . „ © CITY OF RENTON - ..: Y _ .u. Planning/Building/Public Works ,17 t_, 1055 South Grady Way - Renton Washington 98055 itAR 8 O 0 a - ti .3-U 5 *... . w cn= cc �y❑ 'I1 ADDRESS SERVICE REQUESTED - - ---- - _____ ___ �”— METER G` . 'S3i,6 980572022 1799 --^ �'i5_ i5 O. !00 '/..,,,l GOERG F'_ 3547 ,:i Ng, r' 708 98Th; r NE . 1,...\ i•h^, ; ', EVERETT WA c205— -45 — —„ =� I„!„l,,,f,li!„i,Ifl,,,,11,11,a, i,l,l,ll�o,lo,l,�,IJI Qj s= .0 X 531 A 7 38 /il FP2•�3a�9 WA 98057- / ,i'\ . ii-I-CE-- ,1"0--- .1:1- .:7-- Q j • �..� v.j _-- ____--- ---- - 11r0 c, --,.1�, ._ . , P: . � Pi --- UJ 3 i J / i',' OT Ej_;i'.; _R.=; :LE ii €'i€ :iii i iiii ' �P7 i_p.q; .g . 1i t i ij i7 ic= !!.!7 T/ 1e i' i! j. •=•e::!•y::'as�" ::«:. • — ` i c , [OS A[�D�� SEIJ ! Sv1 �opo . ut '= _•_ �_' 31:1:illi1,11::,ililiiiiiiiiliil 1,1,I„1J,},IL„1,1,Ii1,,;i,I)I,1,.i,i�i1„Ii. • • �1�Y p� , • + mRa + 41LNNTo . NOTICE OF APPLICATION _ • AND PROPOSED DETERMINATION OF. NOW' ; • SIGNIFICANCE MITIGATED (DNS-M) --- DATE: March 14,2000 • LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6h2 Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are Integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,.Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the • Renton City Hall located at 1055 Grady Way South. •CONSISTENCY OVERVIEW: ,. Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot ` Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence ' shall be in place before clearing and grading Is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the constriction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow-rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a-rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter Is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;•Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION $ it ra b!1lrtml.lIt'� t'i"Np ' �4 �. .- �L . " •••'.•, 'is ' '.��Ia:. ior.a. i I� :�vdb_1 ec$s•;,�. y rzas£ ,r,. $o K - • 1 rJ ll�� •' '`. '• � iTi1i ,.da y , em ia 76' • ,0_. '}, ,-,fr�7L ,�•'•.' Ti.• .. ,b c. '_ 8o �';" 'i �i�» m 1Ei,r.I,PP V I�1`1 1.1 rrQ1 _,g. �rus•''•'. •1 ••' •.•'•' �+ i- . KA �?1)1;1!Rp. ��. - . ,, �`+mac,.-i [mow,,,i �t •r . . ,s 1°- CS.4411¢lr •- '''!1'' _.F s:717 .'wctai. Sl V1 • 'r:..t.i• •• `, �ya-i• . 1 71 �d a�64. • e"4Q=~as �,„...;...z„ a ■s •1 I-'. ' spa ° , ... i ... 'IM - :::I. �Taad)1i'6iAI :iL31� "" 9,, a ' ' : ; 't Ill' igwarw . 1 kpo• 3111,'AKE . .'1 '0 NI IP :r..?. ; I i ii• 01. r_,_ , ,: , -r N ` �'�'�Q + � r a 4'-- i.aNf7 ®ir , .. 'J 'ila'� . i' �, d"' C rI.:' rAAT 7. h .„. f,.,gif — ITRAC • • jYJ, a -jj h' L - -.-- "c�J3 ...._ fa Y•�, 7� icep ,ii d i• ,id ! ), xxr;:4 .. - . :-1 . . 4 ... a © CITY OF RENTON = �.� sal Planning/Building/Public Works ®: ``�"' 0 �6r%4: 1055 South Grady Way - Renton Washington 98055 ca IIAA' 15'0 0 , of 0 .3 0 5 * me ADDRESS SERVICE REQUESTED ' " � METER * �._ ' 7d�58d0! U.S. POSTAGE ` fin �•3 (-) \ , ' ' 042100 l75—t1T — `' HOWE � ELYN 231537 '; / 1-i.` 13568 9TH Pi SE ••.J Ns\ S,1 4 NT0N '3: 98056 . 9 IVY 0 • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) • DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF • APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been,requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob WenzJ,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report , Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA.98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual Genmalot. • • Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be In place before clearing and grading Is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to Intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or , placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works - Inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and - proper removal of the erosion control facilities shall be required prior to recording of the plat. . . 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The - - . Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential . lot created by the proposed plat. The fee is due prior to therecording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION •5 I : } }' _ • •,*.' , d1 • •°D ,j ,I_i •I i"l_� nsa� • un - a ,.•� ' ' ":.a : I .x - !a16o4141.01 I1"1p► • n, •n tqsOal ` F, --t_ ` i. -.0.. ., imig I ;— 0t ' - 1 ^ --1Y •i 7:L•L,a:• , I'.•r•. Tfc�-b' 2% 1. -: j •i�iris,,. . 1F. ,1.� .7+ i idol -.10iir•(- ;i... .' "y1 � '• .1 •r 'H L.1.! _ o l�" v., I I.. - . •• : .0E, , i.�,r:,. •H • � • 1 ^ .. . .r.1i�1� i. r; , •jpF r••: .:•. . .a 'tea,. MA i`7.'':i to -: .F. -�,•—,•.•. ,. d:, N. '4T7t;!+44C4•' rryTl [TA II,.- ( -I �1111 M a. 4 f044 i6pTTi r. --a er:::-:-1Y11ii '•.0• 'e.r.4.r. . .i�. • ,." . ' 1 •, ' eim I1d� JJ�L,,,++++���T `trim +}f a. 6 ■a. .I� {VI q � ;o- Old •••.. -7.-thrzz. N. ....... , - TAT„,,JA.a'd - ,4 ".....,..9 b rai: '-',--" - - , , N - sivoirs:3 In 1 la Ill _ .1 • -- -�. , ., .,.�, (f�f{,}�jl� .,e...p. n 1.. .... . r c� I irr Fly-..L�l 6rl{• e I 4 U PP 9 r 1 11a'. �'�'' . r ijillE "rill, 111331 1' -,ca im7 MARTIN. MR.. TII.0 •lI t " ai�®l.•IM i. . arigelo_ — � - I ' II _ = mac M� '� 11,I. l.i .j, ♦ . (ID �I • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards ' PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, Into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001[Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, • Preliminary Technical Information Report Development Regulations ' Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual • NOTICE OF APPLCIATION • Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater . across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Feels due prior to the recording of the plat. - - 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. . 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee Is due prior to the recording of the plat. Comments on the above application must be submitted in wilting to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner; (425)430-7382 `PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION , .__ .—: --.. — : . . .- .1Ti,---im .wimp_ 1411L=ito Lftit: - , : al MAI 1 If ..6., ii � 1 .Tic _ _ ill i ' I �Em+ - am J - • :n�: a� �y1Na,fiifs"'f� e..:.4 s ., fi �'�; �gn 6 aoix�yr- _rl'7L��g5,.,,-,,,°a2 .�:�a1a�i{' ° L'�1^i-"%``•q; alir„. .0 a III'LiXenemn -4•y ,aSE° :. r §�l�lrir�i�D` w�rx; �� . ' .- �� ',�, nnoo pwa ,,( �y .�•" • Y . •a .0 �.,tI lilL L7LL.r . :i[ �yy�I,, Inn�]Iv i Ili �1.. ii — .__ �} C �7.T *1' '7.. 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A•jtlnajn T owai It"4a jelt n. nn •t n ' r...,• okri ra 3 ile1 ' 4 s�'. ••`a`�,1�` �'Sl�' ''}r5�v��+��,,ig'��1t sla gsguir1E �.Yv n ,�y,-+w�z.; '�r'wi�.!1s • 11111. #1 2 /,i �, {ctli ,,w.�R rr..n i 1- ,. r� N a:: i,,-It att .'•nTT'QI •• 1• m{ 41J1.1r9P11PiglPillr-- ',':.. :: p CITY �?+F iR.I+:NTON r .� :'�. ,�� IEtl,V., Planning/Building/Public Works a �� � .M ' CC 1055 South Grady Way - Renton Washington 98055 w - A '` �=� I ADDRESS SERVICE REQUESTED ' U1 - ' ' iftlit .S, POETA .• } ey' r 1;) 88070C—CC30—C2 BRUNE ChRISTIINA- E 319S99 4101 NE 5Th S7 - -- - - - • - -- ___ _ - - -- - REt�•TOU* t � BRUN107 980593005 iN 16 04/23/01 RETURN TO SENDER �ili ? - �n ORDER ON FILE i P ADDRESSED s,„e; .., UV LZ w IUNABLE TO FORWARD 4-,ffi,.- �IyYAtltl�' �. j i _n3ETUrta O SENDER F �,/� �'1 ' raa-7 k a^:r ,i 13i 4F�- 1i111df1'tI II i ll1ll{!{!id[il'4111f1(f{1lldl dldlll+l l�.t 1i 11{!ll 0 p CITY OF RENTON co 11A.544'4i rit Planning/Building/Public Works �3 wtn � �q 1055 South Grady Way - Renton Washington 98055 �+. figAi co �l- �y'y APR-i I8'O } b�Qf i E o "3 2 p , ADDRESS SERVICE REQUESTEDF119244j4 7f4g1 U. 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S') lidtliiiliniMlilltiltittillitlii11111111111itilifillitidi 0 0 CITY OF RENTON •r;iark------...v----.77, tr.g...,2%-x.,---::::=4.:J ta, - 411,'Ur " ks,Ilf iffiStaraloor—•-•—•—•.........0 ;, - c ea Planning/Building/Public Works •1 Cr3 ... < \ 0 A l• .4479 tilt ..7 el 0 : NAR 15'0 0 f 0/.ese7411 E 0 .3--U J " 1055 South Grady Way - Renton Washington 98055 CO I-. , gleZatial ILLI CO 1 C.c-5 PB r4 ETE A * ADDRESS SERVICE REQUESTED _ i-t ', ' -,,,,. , ''-r-'- '-7'I-;-- ::;•',-i.''' - „ ,. .--• . • --;------ - ----- - 0 Jr / 325970-0210-03 ( TRUONG BRUCE G 451745 t- . 4231 NE 5TH ST 1;1)-202 5 - k\ RENTON WA 98059 _ - -,. ..-- ---,,--______-- .P.ETURC OJtic-' \ —r. --, -''''"1--- L'IA t3 -r o w F-11 1 c.. c76,....:___ -- ADDRESSEE .__ Q-1 a) IN d ,,, !UNKNOWN — , , - q "33esstdr-.472. 1,1.1„miiiii„.1.1..11.,51,1,1,1.1,1,11.,.):: • i ,1 • Oti�Y o v'PNvNTo� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF. NON- SIGNIFICANCE - MITIGATED (DNS.-M) DATE: March 14,2000 LAND USE NUMBER: LUA00-029,PP,ECF APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land, by means of a Preliminary Plat,into 44 lots suitable for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are Integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: March 14,2000 APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report • • Location where application may • be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: , Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis (pending),Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual • Genmalot Proposed Mitigation Measures: - 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence ' shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the . specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site Improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures . at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation,maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential -lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000. This matter is also scheduled for a public hearing on May 9,2000,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . s�;.I� I- �I ; 1:,4411-M ¢-I:( a •.. ..777 .•...•;,;4 .''4+'.'(1I= •.,• .� -4•" lo.,y. 1 I :q' 2•O' o :. l:.' ? ,•1•. • R� ', rt MERIN ma • rro • ta, b".4 y.q :,fl•�q;. R . n` ,,;,:t'r TfW% t'.b" CC' Q.',_•' .`.i1` •r'.tAY 1 Tt7t1, 1bi t• • i- 1 t•s:dtiiii7A{'�ii • .t _ ,..• r_ t 'I. .rt. . 3 I• . * 1' t°r• •a• -.a .r.,:! % Y.r.t ,• 1 .. — I . , Y fJI ; 771� 'ale y ,•ems[ •r.-. \i'�'1`z. 1, .J }'r -� • .�-•:+. • 1 �J� [-L S.1' t t .Yam"• •'n ... - ' -, faar�Il»�um r[ rJj3„*K��� n: t ..•!.. r:g. ', .o, ...�,..•.•, 4."_� '• �,�.�. i°�' .• i Asa '�., :�[•�! �. IV illan.M4ES= � ...� - �-.`�s�ak.Csa � 'j. • a .I i 4 _ : a '� !•`V 4�.rte' • Mill 6 0 ----,-,-*•'''.." " Rieriertgi • PCk 6'7''''• A ....,..,,,,,,. 6 a, . •N3 ipec --;••••i . 0 :.-.-•:•.ei 7 .,...irr,..,... •. It - , 1 .. 13E, Nat ,......:,..,i.:•.: >� tr . � I :to'-' �.a to Yf►�t<•;•°' ~t� .�'b• - �a• •I .., • N —-1 1:tirri' ...El .,::"rit i -gig-: z.--;.i -6 1 ; I in; 71 ja cP I . n• pj • • ti fib`_ C pV:i•fit PLAT n� ..� o- •d tY I 1MEM I i I f.L 3:',..,... MB . C('41 D I I� I IY.-1.... •• LiCaI.T; •. __ . _ 7 --I ,, • - - , ` ` :t - ' 1 - i _.1 , _ --__, a o CITY OF RENT ON .1 Planning/Building/Public Works -, ,0 in gj : 5' ; fPut -: 0 l' 1055 South Grady Way - Renton Washington 98055 eo Mg I 00 3 0 5 4,2 I- it'2 , Pb mrreR ADDRESS SERVICE REQUESTED %,..m. .. .. 715840i u.s. POSTAGE r 042100-0590-07 BLACK KAREN S . - italiliit, 1 • _I -R4a1; 3121 N 100TH PLZ fl VOL FORtfdARIN E 48 ADDRE aw..,.. r' 13 G GROFR Ex &— OMAHA NE PIRED 44- 4 s''''''''''.''---....‘"'-'"'''' 11111111111111111111111difillnifilill11111111111111111111111 1 . Y • Aceo - .41 • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant; Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. • PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001[Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental • Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th e floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the prat. . 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 `PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ' ill III El'!1 fg_...,_ ,..,:l.... ....--.. . an 31.1116 ' I -...-plasti; a .pat if -rreeill t „.._. ' L._ -...-Wi. IIpr-IC �11 ; is _ '' I 'mr i ��.�■ _Flog rs� i . cui _—;; . all KNI • IEmil 111 so�;�'ir.'VC- yr�+�,,1,..-4' :""� =i t u i_t'i'i Her MI Il an m7ntr n ..auF"� ja i�_nj • . — s[ ■ 9S�sR .. 7L?atQ�i . ate' 'yrty^ -Q,�_y_ut�tyemmmaayyau`��00 a_y31.- ■ Flig lrlb>}r �Db A --1 J•7r.'a�.I • msg.�.TT' .,la nInniFuAW-:31101 Ali E .IIIO... r s -rM n . 6' V ,�— -111IeYi ipl'.nil�f�t�� ��+�' d y -yam .1Y77,iT:' ITs. - i dY'. I . !IS f 'V ' irnyA[ v w. T ;� 1ty ilk ra -- i P: q�� � IZ . a4u' _ V'!fal 1It?i: s �,11)1164.111A r�'t.y #� 4�' :.2,k Azta��t��irmyL�r 1■Y W,,• �5;3 1:' =�i�i'��n tit 7,w+ �'u�`�_ ■`jj,�=�7 999 �ddklC(1 l+yhr 'e'�}�• *MISS GGR•i1GdGFii1 � - L r�� LyF 7¢ y w� �LA MEE- Y �i�1��.., `.AYr�IA,i�� __�• �..---•—.-^ �'IN ,.�2�.YS S M n�c� ��npnnn�n Twn��. �^., ,[� ��€•� «-. --aiii,,,iI �,., i tiLri+r._ n.t .fa t y f to-.4. Ur 1 ti•j•t SAC .,N' ij �j,��I Tf t t� C � I' .,..'" I j<''',1Z'''e '-)w-'' f t i -.T. »�: P i 'Va s.� h a x -a sea 11.1 +. ,ur �• �M IaT� - IF' ' i X, S- Y.nn.•1 u ❑nniug sft 5.7t�•i- jGt3 mg"� �1��c El 1�i,irlydn iwaVO4yr- it� Tom-^, :.:.Sour,e tIv,Ti' ri�1 gym.:%12..nn.1 1 a it ifia—''5 L� l,Wltil �'li{rr^•g] ice' t i�t .:.,...17,3�t7 `•`•E.tri; vim • ��,i a.,■(� � Eli }/ �� �N��+ Il�ia��ti4e� MICL'J 1Mut- i[ px•vi3iLlia'A 6 •.ri'rir:, ••'1• 03- .,.. a .4):zsea, 0 40 CITY OF RENTON •. r . 4471 7..''s ... ......'....**.iii I '4 .r'. ...''".."-•i=Is sntr.••:=a. ea Planning/Building/Public Works )- .tc • 'cri, , • -, 2 0 LI 0 z - •iipti e .,t.if 0 - ... ... , 1055 South Grady Way - Renton Washington 98055 01 1-.. i wo I Si) kalf::4 ' 1 TV41.-'.., TIRSI-VMS SEA Vet. t ...SIM. PBAE•eiki POTA. , ADDRESS SERVICE REQUESTED ti u tie '.s. s . ' ' — ' ''-:' .---t.' c •,---:'. i i,,-1.1 !.VASON CHECKE -:-,-,-;:,, ,, •: •. - . ( 'i ': y. :% 0.---J TO --- aimed--: -, 71-2/1 SETER Re::used __ Kn CM6iM;;;.:;',. . Attempted Not own , _ ,,v`:1" Insufficient Address IMMINII No Such Street i — 88093C—CC30 04 . No Such Number No Such Office In State MOSRWA l'A R51111 C. MARVIN 31\11240 Do-not remail in this envelope 18622 E 174Tfi Will' ,ne ' REIN; l'OhntkA 98058 4 Pi ET U R fq -4—:----;--- 1 re"\i0C;sA',."- . x i TO WRITEPv:;'' ' „7 bdV/EZ vc,:.)1 -' • -i,-.1—,----- I cr) 7 'ADDRESSEE —1' al fiAlci 'UNKNOWN ti -tay..1r..,a-crrat, (- 4.1 : 4). . sw-ssIspre,zziz 11.1.,1,11.11.i.1.1..1.iiiiI1.1.1.,11..11.131.1,1111...11,1 + ® t% 5) NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five(5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. • 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the,recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. . 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner; (425)430-7382 IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I iti 111 �W�, �iMlq R „1 I ._ ski ilLJ alr,I air 21X iiii.VidGlir 1 77-A-Mls!.._2L'250, rr' 1111� Jsdlltrrzanzirpr ��e ,l1!! 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I i'.1 -- - - - - -- , - _ . . 68343C-04GO-09 ANEREWS MIChAEL C+CAROL R 049599 431G NE 51-1-: CT 41O4 - - - - - -- ------ , RENTON WA ANWR:510 Q9OQb 1100 FORWARD TIME EXP RTN TO SEND ANDREWS - PO BOX 2633 • RENTON WA 98050-063B • RETURN TO SENDER __ jijitiliflillifsiiiiiiiiiiiiiiii . — — — I , a 0 CITY OF RENTON ill NA Planning/Building/Public Works 1.. .x / e frip.„,mq _ cc -a APR I wo i 041 : 0.32 - j p 1055 South Grady Way - Renton Washington 98055 0 I-- , 2.1ZIC.1 — 1.6) C/3 1 in,.. ,... .. ; - ..c T-RBI CUSS i AA 'BIL 1144,.' ADDRESS SERVICE REQUESTED 1-'-* - ' - - ' 21-- 'us-- -— 4 ' --- - 7' i-5rilf)-i U.S, PosTAst' =•.,..',"-.'.'ss,,,, 68343C-021006 SCHNEIE JEFFREY J 049999 4316 N CURT .1:103 \.., RENICK toa 98058 ......... ---,--.:a, ADDRESS 43; 4 RETURN TO SENDIN 4./ ,s4-:•.)7,11-r-.752.752. iiiiiiiiiiiiiIiiiiiiiillimilliliiilliimiiilliiiiiiiiiiilii 49 a rIL ' • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPUCATION NAME: The Vineyards ' PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give . notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. • PERMIT APPUCATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPUCANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental • Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBUC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat: 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. . 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner; (425)430-7382 IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 1 , I a1 a moilric :r~; "+ ,ill _..r '1111 -=arsIll.A.1111= -rilaill )ISM i 11 .47:J!) WA '1 1111111. � !I ;;4!aa t °-4.,_._,.:.'. :�5,;i_x,.:� 't ll�rtmYht�tlh *i.. a= to �-, gill tx l rau4Kwan}w:.ai4n9 ,.•n, �� ..... ,. ...,i,., �Ly� 11111111111.1111e:gh 7__ntli i7ilh;ldilA'!!!1d11 .. �Y,.... rpri FI31]L? '"�'-•^ ' . ,. ,+. 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I i� '�. 1t„ 'r'+lA� �� ct1 f1n nz.n nil E.,:.. i q �jpmiNNE irs`+1l' �`7 r -11 yr, we i* I'll 111rY� i�X�k its [S'.:r nnH I+n - 14?6. ._L t-•n. grid �.�( � � LS „uuu v9 aG t . �L Eat ti�I1I ma -iPt !-Ri i(N.V. .JLI .c.2..iipHi A _ yllf` 3k�i jd 121,1tIrt 113tilinigill i f :. -.7„sa � ���r ms 21 . _ —y�Nog M rzgaiott - >,,I:.17--nisL4ziit �l' I +� U :$ sub d � ;� n�-rim ci . F. 11 n It "�.y,Nrrp • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. • PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold) APPLICANT: Bob Wenzl,Belmont Homes . OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental • Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits • Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th E floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that • Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report • Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. . 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee Is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, • Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 `PLEASE INCLUDE THE PROJECT NUMBER WHEN CALUNG FOR PROPER FILE IDENTIFICATION I ,iii is gi-, r III lora*. � _ 1 .. i ii i = imam.,aiW a:_ a i` `--'fi• —n:17 % - m*rd n .6Fie,V -j::1 -.. n_5 _S_ - € ltrXrinMiLlai; � PY,I y a -_I�l 1 `'meal:-N •,. • r.n,a i-. aiQ r r :AM alit. v a ;>akr`�e n� ,4.5...,�1-,..-- rr �Zl (iC-;s..{', a�j _ . v W dn�{ yv14 tit -t.t y 1•� vin v Hnn ,.. S. .60,::.,. ��YO.�1�(. .CI rac .15 l •-'"-��I na--a..rrr ;.• a.non r non KJ, it'W -\ 'Qp11bi k•.- i.dP.' , K n 1 i l.t� emu..nCT' * •�..t��u 'Ita;t3 -. 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M It��1+ . ..y A •�%•E� r'.-p '.--,,��1�_illglr'^Q-.7.,� % .�y va ... 1� ..`�jj�T-�1--' n t27111. � `?1E F i J C •3rr� Kii �i3C:l��ii�l!. :.. wJkLo3���•,. a.m � - i�-'S. f* n .4-..r_r�a.14ci O 45 CITY OF RENTON .....1,---....er----0.„.._ --.4..1.#—........_ ,. er,......_— isIL Planning/Building/Public Works 12 * fr --J vo:9411s:0Y' - , 1055 South Grady Way - Renton Washington 98055 co i-. 111 1ST i fie:,14.?i -.7, 0.3 2 ... 1 lid Ca _ PPS111 --F171- ,,k.1 -MPS 'z'El% VE 181. 114I 's I t' PBte ,,i;.. , I , 7 ADDRESS SERVICE REQUESTED POSTA , 88093C—C130-0.3 750804 PRASAL At/IN-ASH J & SASH' • __ ___ ___ _ __ _ 210C JC1'ES PL. SE - RENION kik ,..•/,‘,. . ,, , PRAILW V(4,1. 0a 10(.) lb 04/ .Z/V1 FORWARD TIME EXP RTN TO SEND PRASAD ' 18826 39TH AVE 5 SEATAC WA 95188-5272 RETURN TO SENDER N , ' ,1 .3 eikr:SiS '411.6t/it1 Va 11111111dillilliliiii11111/1111 I i 1 i II i 1 ii i i 1 i 1 1 ii i iiiiiitithistititiittlitumitititiiiiiiiiiti . . . limmimir- —grow -71ROWT —MOW 1111111111 14OMMOMMIR ! t x •• - , a 0, CITY OF RENTON ,,..4 . 'f----3:''14)%traff,ert-ltk=.-......-;--i.,- 18 -- --"-'. '0 — Planning/Building/Public Works .., 17 2 4 ---.•. c) d 1 r•e_gi•-4 -- 0.3 1055 South Grady Way - Renton Washington 98055 ci) I-- ill r _ PAM T HIST-tLIES MA Vim/61 BA I 1% PB.peiriel ADDRESS SERVICE REQUESTED 7151401 u.s, POSi GE '• 4/, ' / //)- 1 • S-' __-, /e6--,5--_)--- .-..,.....e.i, e, -,: , , ........._;,. • 679\ 32597C-CC20-C3 KEYS ChRISTINE A , - - . . _ _ ________ _- 4231 NE STII ST tA102 , KEYE251 980592056 1N 14 04/24/01 RETURN TO SENDER REhl0h '\00? ., Na_Eglat/aRD ORDER— OILISILE 7MDT DELIVERABLE T.;:-...`z — ----- --- N' AS ADDRESSED UNABLE TO FORWARD Inl cl A-.) , ,. I RETURN TO F:,ENDES '''''46 -g-sit::f:itsis,ns ;j•Vrf'i;-'7'4'e---ntln-lri-ld-14iuldv_bliitll/itltliilltf sitidtlis Wit aid 1 - ------ NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. • PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled fora public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner; (425)430-7382 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION UBMWRAMM MOM?litC o iy. . .,, , . . L..... :?..p.., NAI . =Ora.= ii, , ,,, 'r"� T67-237, ;' Ai>x' t 4I �.f,= ' sii I�aiii ��i '. P ,nril p 1 t 1 NiJ rip F� ear* !Ge�aa i.a � ; ,.._7_, �,� e._ Lii 7.1i.i. tifiii»SAni r. ,ala. allifflani 10111CRIE � _ �° r.'c��® 9'��pL�iSelttizasnxai:t!�a�9E4� l�l�>�, iIC4i� xr±ASjiJ :7� � � � ,n�n�cra€:.ter. r�1 �nr,nri t 73eblLAlf u ,,. ;e� a4 WIMP G r_&a,., w. , nu .,-' x,irk von ,u,nunn v �' E Iv �/ ' �`nrxv f7,i�� .,r n ca a nor+ p yet y ,�� p� 3.0311,. r+ ,. a i t�i7 y`�I: '. 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' '+'•ltXF7F .,a--w,:X_ni•col• G��Y 0vti + r° + NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give • notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled fora public hearing on June 12,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Elizabeth Higgins,AICP; Senior Planner;(425)430-7382 IPLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION illtille!N gi t" in -:.•::-'3criflit rail --.1,4-- t."'''-i...:-114[E.ii.0;" ....,-, M 'Y{V1,i.._ r a v r=�7T43 1 ®' R1�AJ �t .a '_- _ �' 1 ,. fJ-ir..J� �'uil'r's �YAYt►� i� % ti-�JryS Ng � l ���f f e3 �UiF{{L+illC` RGC 3 �°� . . is, ,;,1 x,-rwt is 1,an >S YAARc r. SR of r• .-,�, ,, _ rgTi 1 1 J �� mar �� � ..,�� �� ,o,., 'a�� L�ttrtaenann� a a�e4 K a+r�Y�!!!>ar ��nc�':rill rr Irl,7� r1� 1 a�']1 "bilfH.T.Z Mdlbd!6 iin+ciPij�i"1r�A11 AAl! �I =$c._ ,u �} �y y 1 g 1• ry. ,j[1 y L'I . j r 1 i3213 1 11�n , AimY - . • r 7:N I N. y pi���:+iJ id I l� J IJ wir rpriFin Liu 1Ju nffej riP a.,,�.�t PPLFta . 7>tvR3 pjL t Q v Fro y"' N n ij. 1 1m Np �z• •I�l.�'a'j7 -�77t4�w.�� J j�i�x 5 1�'FI6[', n�?�� 43 Y.. �li�lJnu�u • g.'hi. _.a. ,�e� a ygy�riny o. ,rl , f ''�6` ybVEMNIE l'si ' y"'°. . 1,l: a•OM SNAP, 640"ii fi i is `ia i'tiS ,�� cy RI, • .�L •�,�� ,...• ,........., je '�iCt:IM��t%Y����:`7::::,� $„�!rz •a�'�iii =, 111 3iti . � m�, r' 1.461 MI 741, Parli 1114=4.rrtria•11; , - „ ki,..tisoatium niii14 mem , 4-;.',. -- 1 i.-.ii: '...„1..;, ,._ :r.'",.:ot �1wi =? jr I .+ yr� r ter: 2111111..1111VIR 1 I R� uaali4a J[L . etn� � i �� it q jC ' G1l[ i 7LJ , yl� 175� IW1{/.1 �R �L� � �3$ .G �H �A W J� � + iiit;dRi�� � e �:� � 3tub',d;.u71�,�•��- �,'�rLa�`.1�'r �.'•!rz .. a a.,'+ix.7� �ateAU 4... t1a.� min 0.p�- !�- " 8 Y Gr' ., afFiYry �lC]uW�1.11 �.�. .�� ',} ;' ❑ -, - �.. ....•a..• • r� .. i -R - �_._ n.a �nlL:•Lolml•L:d� F �}l..A' :�.�J.L�la,ei5lai i 1nllkT r� a 0 CITY OF RENTON • e Planning/Building/Public Works }.. a 1055 South Grady Way - Renton Washington 98055 cn $PR 18'0 i g°�4"sr%I 0.,3 2 - i TIR -C �S Stft.'w cn .48 - ; :- 11 PR,�:: riper - - ADDRESS ADDRESS SERVICE REQUESTED 715 4ot •u.s,•POSTAer , C160-03 13RQt'AN CECILY t 4231 NE 5TH ST uC-202 699999 RENIQN WA {TO WRIT ERA �� udn 2z �dLURESSE -al la,,-:� ._.__-_ - .� 3,t` `�� s=/=ate=� ff.fiif�iIiff:ti,I1fs:f.LIIII!I�fslz,ffiiil,fl.fifii)t1.l.Il.f „ p CITY OF RENTON to '.1W , ” a .: . sal. Planning/Building/Public Works a �� _, 1055 South Grady Way - Renton Washington 98055 pq� �yj y. VI I-- Mfl,'" •A = 0.3 .2 ` 4 " ADDRESS SERVICE REQUESTED , 7i 401 U.S, POSTfitiic. 6--2 - . r.::?..." / - 88096 C—C C 30-07 671147 TABACEK CAROL 202E FIELD AVE NE 98055 REt 1O ,A • _ / !t�;MESSED • m as . .E TO FORWARD %-RN f0 SENDER . V�d �`� I14k�ts > V% '_ !!,I„f„f,lt,,,,f,f„frf„,ff,,,f,l„!L„l,iri,f„l,f,,,lf,i NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards ' PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6th Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits ' Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th e floor of the Renton City Hall located at 1055 Grady Way South. 0 CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater . across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the prat. 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 `PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 11 ompliel iiItIiI! _ - .im �_µ�/. fiS:f ,m u,i �y=,;=''_'iT ill" p E 1 Lt .1, !f"i �r.,o y lr_� _ aft' .r ,....7.. .5.e rurgr d5:5- tisF� 11 n--4 rir aom' fi �a o i 1.,i x,,{H.1 Lai L:all E M x:n�Jhi�uD'•:•:pUa Y =-ice' "',slo. . : "'�''" .�.. ats.4 4;' Sr was- ¢ a ii � b, r:4�k �riCll!!!i}r Q��!9Sj i_i 7{! 111111610.11111. �,��SGddg3tl u'. 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V IP _ yyyTzj�pp�� Ik yIa•.�*`) , y„ - MI(� s'11.a11 0 ,t.><(, y""'1p�y�c ■�`1i€yy �T u� C� `enu u�y,�� � 11>,rrJ inn. ed �tC YiJ�OF? H1�� y ^'-�1�1� i: �.w��r ;•i'..lNCcu YN 1MN.IKM.1 ' Lm I�.J..p.".a � � �► I t-1 a"- rcT1g6 VVi 14�1/214/g1 1113[:EIY 214 i?:V-rMr. •'';'fi 1 .;.V.I4P r • 1 Vil le, iy (■y,��� ptt M a'ite3i 1■ g•al� Gz?:,.y:�...,r.ua.•.;�a.: • :;3irt+Al, • •� f4!`R , •ro i••i7 r,X• Yixia.. 4. �.rt f-... >r 7.7'L...... • ;i+y t (• F`i!1• `E7�1LLK it.,.�.Jl`:'1%u_r.m"�T'7^�•,''L J A—` .. 61®r n r. •i_ } .p� T + .ac • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 18,2001 • LAND USE NUMBER: LUA00-029,ECF,PP APPLICATION NAME: The Vineyards • PROJECT DESCRIPTION: The applicant, Belmont Homes, proposes to subdivide 7.32 acres of land, by means of a Preliminary Plat, into 42 lots suitable for single-family residential development. Five (5) existing houses would be demolished. The project would be accessed from NE 6t Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42) feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required prior to approval of the request. PROJECT LOCATION: 550 Union Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 03,2000 NOTICE OF COMPLETE APPLICATION: April 18,2001 [Removal of 4/13/00 hold] APPLICANT: Bob Wenzl,Belmont Homes OWNER: Bob Wenzl,Belmont Homes Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental • Review,Hearing Examiner Preliminary Plat Approval Other Permits which may be required: Building Permits,Utility Construction Permits Requested Studies: Wetland Delineation and Report,Technical Information Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, Renton City Hall,1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: Public hearing scheduled for June 12,2001,before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the Renton City Hall located at 1055 Grady Way South. CONSISTENCY OVERVIEW: Land Use: Single family residential and vacant land(existing);Residential 10 Zone Environmental Documents that Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, Preliminary Technical Information Report Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King County Surface Water Design Manual NOTICE OF APPLCIATION • Proposed Mitigation Measures: 1. The applicant shall install a silt fence along the downslope perimeter of the area that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated,and shall be constructed in conformance with the specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and on-site improvements was well as building construction. 2. Shallow drainage swales shall be constructed to intercept surface water flow and route the flow away from the construction area to a stabilized discharge point. Vegetation growth shall be established in the ditch by seeding or placing sod. Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch from erosion and to reduce flow rates. The design and construction of drainage swales shall conform to the specifications presented in Section 4.4.1 of the 1990 SWDM. Temporary pipe systems can also be used to convey stormwater across the site. This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site improvements as well as building construction. 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revision to maintenance schedules or installation shall be submitted by the project Engineer of record to the public works inspector for the construction of the civil improvements of the plat. Certification of the installation, maintenance and proper removal of the erosion control facilities shall be required prior to recording of the plat. 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the prat. - 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP,Senior Planner, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on May 2,2001. This matter is also scheduled for a public hearing on June 12,2001,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: Elizabeth Higgins,AICP;Senior Planner;(425)430-7382 `PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION 11 c!1I " zf ...�.�.. 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' w K ufFnw t' ° 6 .:r, �.:np' ., 'm 1'j"., i I .4- , 4 0 �1 --�_ ^� .. _ M u T - n . VV ..,.,. uu,u I 1 I ..7-y f I r1I of 9 E «o„s.ro„ z I ..'I]. / ,I ,o, r, 11 I [ 9 • 1 ,:w : ©',_ ,';,,� ••• . v ;p UVION AVENV E' „2.3 r�I Si :1 � ,� r '. .uy, 1'- I • s SAf�wAT r,:s 4o �yy Wy e� r3 m Eh I' E :- :r: . H ca. "b''� _,1_ .ram 0 :: ®s 0 1■d!F Fal Xi 4= I=I .e' I' , lim 1 II, w•=',® 4 °. ©.s! v" I .7,.' ik "'� an.. 3 mg o �� •�, s 61 & ,,'IN vpig pa 4 }� ,. 1 „ .. I - DILL], '-+!' I `9 �. E- TX�g �4.... I P I;'TR1NS PLAT a 'f°P„ 3 °• 6l] ■ ® '[ O O I: I WS 1.•f r O� I 6'w u.,.... �� '� 'O MARTIN'S ACRE TRACT , m.-:'� f "`� h E,�2� H Jf:1 , n r • °1 PIM OQi j1-L . ..a , 'Irli— t rill :,.•_mE , a - n ICIO �Q�I D t I ; /:111 "I t P " ^ „-. , u r s - a•.mLI SCALZ n 25 man eltivst 1Xil _- I is I I �u • S _F. � _-_ E.qRD S ,u. l); T iii iIi I t � •7 , � pp �� o :uk ( ..m iE � �9 ,...,,. . • • � ������ THE VINEYARDS • _ PRELIMINARY PLAT DRAWINGS N IN SW 1 /4, SW 1 /4 SECTION 10 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. J W ti CITY OF RENTON, KING COUNTY, WASHINGTON co UTILITY GRID D6 AND F6 .LI o ..m CJ U1 . F- PROJECT INFORMATION: DETENTION OF STORMWATER: VAULT American Engineering Corporation ''' }'` -3 ,� TREATMENT FOR WATER QUALITY: WETVAULT - ' FIRE DISTRICT: CITY OF RENTON,FIRE DEPTPARTMENT -'` `••^' ' " -``' a" '~ `� - s • - a GAS: PUGET SOUND ENERGY SERVICES t - ELECTRICITY: PUGET SOUND ENERGY SERVICES - Engineers • Planners • Surveyors —- �,'L o SEWER: CITY OF RENTON 0 WATER: CITY OF RENTON 4032 1481h Ave.N.E.Redmond,WA 98052••PHONE(425)881-7430 Fax(425)881-7731 . — F. OWNER: z 0 U 01 PROJECT DESCRIPTION: BOB WENZL/BELMONT HOMES E. P.O.BOX 2401 BELMONT HOMES INC.PROPOSES THROUGH LAND SUBDIVISION PROCESS TO KIRKLAND.WA.98083-2401 ol CREATE 42 SINGLE FAMILY RESIDENTIAL LOTS. THE PROPERTY PHONE#(206)714-6707 CURRENTLY EXISTS AS 6 TAX PARCELS,ZONED R-10. A LOT UNE ADJUSTMENT �T�411 o HAS RECONFIGURED THE SOUTHERN PARCELS SUCH THAT THE EXISTING HOUSE, ER• ADDRESSED 550 UNION AVENUE NE IS NOW SITUATED ON A SEPARATE TAX PARCEL. PROJECT ENGINEER: a THE SITE CONTAINS 5 EXISTING HOMES,WHICH ARE PROPOSED TO BE DEMOLISHED. i AMERICAN ENGINEERING CORPORATION I TWO WETLANDS(CLASS 2 AND CLASS 3)HAVE BEEN IDENTIFIED ON THE 4032 148TH AVE.N.E. PROJECT SITE. PREVIOUS FlWNG AND GRADING ACTIVITIES APPEAR TO HAVE ly REDMOND.WA 98052 11 ENCROACHED ON THEWETLAND ADJACENT UNIONAVE NE. ONSITE WETLAND (425)881-7430 (425)881-7731 FAX ENHANCEMENT IS PROPOSED AS PART OFFINAL PROJECT MITIGATION. PROJECT CONTACT: CHERYL GIRARD A WESTERLY EXTENSION OF NE 6TH STREET ONTO THE SITE IS PROPOSED TO SERVE • f: AS ACCESS. THE PROPOSED LOTS WILL BE ACCESSED VIA INTERNAL PUBLIC ROADS.AN EMERGENCY ACCESS,ENTERING FROM UNION AVENUE NE IS PROPOSED. ., RIGHT OF WAY WILL BE DEDICATED FOR INTERIOR PUBLIC ROADS SERVING THE PLAT. \li PROPOSED UTILITIES INCLUDE STORMWATER DETENTION FACILITIES. \ �t SANITARYTM SEWERL COBENNECTION EXTEN EXTENDED PROPOSED LOOP BETWEEN NE 6TH AND UNION AVE.NE. NOTES: 1. EQUIPMENT&PROCEDURES: A TOPCON GTS-303 TOTAL STATION WAS PROJECT DENSITY: I USED FOR THIS FIELD TRAVERSE SURVEY.ACCURACY MEETS OR EXCEEDS W.A.C.332-130-090. T 1 1 fV I TOTAL PROJECT AREA AFTER BOUNDARY LINE ADJUSTMENT=318,728 SF 7.32 ACRES 2. THE INFORMATION DEPICTED ON THESE DRAWNGS REPRESENTS THE RESULTS SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER-55,169 SF OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CON- SUBTRACT PROPOSED PUBLIC ROADS-58,492 SF .1 SIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. DEVELOPABLE AREA REMAINING=205,067 SF=4.7 ACRES a'e PROPERTY ZONED RIO APPLIED TO 4.7 ACRES YEILDS 47 LOTS 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL EASEMENTS OF RECORD. 42 LOTS ARE PROPOSED WITHIN THE PLAT SITE LOCATION 5 AT AN AVERAGE OF 4,622 Sq.Ft.LOT SIZE. 4. BASE MAP AND SURVEY DATA HAS BEEN PREPARED BY MEAD GILMAN& su s ASSOCIATES. BENCHMARKS: NE ORIGINAL BM: CITY OF RENTON#1937-SCRIBED.%•IN BACK OF CONC. M ♦u INDEX OF SHEETS WALK MARKED'ESN 1411,NORTH SIDE OF N.E.4TH ST. — AT WEST BOUNDARY OF WINDSOR APTS. 5. SHEET C COVER SHEET ELEVATION=403.72' A4,'6 SHEET 1 TOPOGRAPHY MAP/EXISTING SITE CONDITIONS TBM#1: SCRIBED SQUARE AT SE CORNER CONC.RETAINING WALL. 4 SHEET 2 FINISHED GRADING PLAN ELEVATION=397.91' RENTON SHEET 3 GENERAL UTILITY PLAN TBM#2: 60d NAIL IN S.FACE POWER POLE,40't N.OF TBM#1 w SHEET 4 SANITARY SEWER PROFILES z ELEVATION=39B.96' SHEET 5 ROADWAY AND DRAINAGE CONTROL PLAN MERIDIAN: SHEET 6 ROADWAY AND DRAINAGE PROFILES KCAS(PER PLAT OF THE ORCHARDS SHEET 7 TREE CUTTING/LAND CLEARING PLAN DIVISION 1,VOL.76,PGS.76-82) DATUM: VICINITY MAP NAVD 88(CITY OF RENTON) CONTOUR INTERVAL=2' N.T.S. COVER SHEET C of 7 AEC #9838 = A—NNNNAA o� e� \'`60' '®`: .' A CITY OF THE VINEYARDS SUBDIVISION °°°�_Z,_a, Ilk .IINRENTON BELMONT HOMES I IH :� Planning/Building/Public Works Dept. TOPOGRAPHY MAP �`�1 NO. REVISION BY DATE APPR -� 47= EXISTING SITE CONDITIONS gti on> g o 3 z � • ohm I v D. 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I\fti ie o t TA-17/• f rlm `N8811'31•W- 'I{? ) .�'+l. S '1'� ®I I %�f.l 1 • v� r-I >EI I __i- 93 2' ---12 _ -t- 1 . 1 \ I �'-- TA-6 J IIIaI- > a-� $ ..r, 1 o I ••, i' I KI R' �"i•" -7- I I `'�3i":`• t `--- --/ 1 t >, m rn I jS:!'` � t I g ---flm6"r I I ;16•, TA-5 \��_�:' / HI \r .� Y- -.i�i -�. a; ( <2-ll 1 I� • :i f �' 1'l�4 N64'44'S2•E �p /''`� {ltlZ"r-V�';a J CO�'F."�F'1 NB_9;4521'E r / I'���Ir Al \ -+ L', iA-4/ Ct2 T. 1322 ,i 7CP/1RC -1,,,,g•\'.\ t"+F�*1n(_C� .ri�"1� m- _-10534� _-1_-J / I �' 1.. _ --: `"'TA_2--=TA-]�-'� 5 -- . T �_ Y\-;; 8"�N' \ • I, K. _§0,0'I 65.53' 4 V+� / _ -_ N __-__F.•-___ \' ;l1 ice.`�� 1 �T •r;A'. Is• - N881'31T \ -_ •'J��,���� __..___ 'f '- • BM 2 1_ _ I f • • boy .:-- -_ �--� _ I ��of ,� �- ��l43.77'- Y.fi.'d�r+.• ,7c 40.00' 4 .�.. 4000'_. • •_• -C `\ ` +A i /..• 1 \ ..I-4.I i' ' ;__...____-1r I 4-- .4.___'�\ -to §�L" ,k-l-_'-I • sF 0.0'• :.54';-z., 015 r-__ / i fr �., I <lA: III IIIIIIIII IIIII III \ r I J i ' 'HOUSE 1+- 1 EMS F,`,7RI1GTURES 56M1 I- 1 HOUSE 4�7y;-- DPoi '! ^Cw I/ I y- i 560 1 ' iBE - ti-'i0,.2 I I +,,, ` 568 7J7�A 1�t III p� �� I� I / I HOU:iE 55. -r' I I1 .- I OFF=}99.1( IZ I TTYP.13 LOCATIONS J �`•�\ L\r•4031 /. III I I III O I I I / L___�__--I E_ ;=1 ' 'a °� _o j m r I =' `�'�'1 A q I a �I 2. ' mom ' m Io'--a TA-eA TAr10 ' Z I I`-1 I �I/ �. H N I4 �•� 06 n o n, �l'a 6 jr I 'io 8 41d ycj= ` 9^TA=SA TA7N I / 1 vIm SI� n m O �� fA-4A ''R''� -w___�� 0 11••rr,����� I I 'i I�Q' R6'F.,z2 .f1`1\\2Im I $ 6,6 $I �.8 olm X' 8IN•�b^co '`°-I: A-3 m \� l-- /i (� /` '\� I I '["�h'E'C, f ,P:.I �F2.F \Im m i} '� �\C.gO-r fO Iri �cAJ!\1f w�, ``TA-69.� 7 11h \ 'ti„"/ni"., IL /y0�6 02L �\ I YI I i,` a I1n I TA-247•F \.. w y'� TA-i2A_-- �\ J/ / 1 70 F -I L '� -LY 2t'F ` TA 13A `5• - i 1 I I 1 ;�10a� QQ J- I .L- - TA t5y-�;•� �;i •V`FV, 15 858E T A'' •-9.'4'-..�-�'S-, V ..( :(-�)E-�f( I 40 I F. I-l. TA-IA "+�T„'F •/ S , I Iy f "t 1: ! > X X-'�X-- )(4O A. �(40.00' aeon', 4D.Do' 4DbD � I�`p.; �{,p� P W:.1 `' I- ` X )� X X-X )( -/�B X �\6 Jlir`\, '- 45. 1 �L I1� ' I L. 9s.7e' I I )' ): .L \ 6'„ _ ,,a Joe aGo 7 a .c�- •.' X ,L 20 GRAPHIC sow eD I 4 E - LINE TABLE 0 �L .OZ/ .,O' I JNE-NO DIRECTION LENGTH '' I INCH=40 ET. 1 N19'43'21-6 18.08 CURVE TABLE CURVE TABLE 1 I I I 2 N19.43'21'E 6.68 CURVE NO.RADIUS LENGTH TANGENT DELTA C20 71.00 4.52 226 339'01' 3 N002513'W 16.01 CI 55.00 278.19 38.65 289.48'03' C21 50.00 80.36 51.85 92'0608- 14 5 65010001'8 31.51 02 25.00 23.95 12.99 5454'01• 023 55.00 94.66 63.95 98'36'22' 8 N1215'S5'E 6.29 C3 25.00 25.67 14.09 58'4933' C24 55,00 36.50 18.95 3801'36- I - - 8 N3811'391E 27.26 9 NO2R1'31'E 24.47 C4 225.86 46.38 24.28 1216'19' C25 55.00 46.06 24.48 4759'16' CS 179.00 43.77 21.99 14'00'35' C26 55.00 60.31 33.59 62'49.21' 10 N1737'58•E 26.28 05 25.00 38.27 24.02 8742'25• C27 55.00 40.86 21.31 4221'27' I #'i;v II 613714'41*E 31.72 C7 25.00 40.27 26.02 921735' C28 200.00 43.76 21.98 1212'34' ", ® I _ NE 5th ST. 12 soosi'09•W 21.48 C9 29.00 46.61 30.08 9205.06' ,�- 13 641.45'41'W 13.67 CIO 25.00 13.09 6.70 3000'00• �,j'�%e M"✓FS O 14 N01'41'22'E 29.62 CII 25.00 13.09 6.70 3000'00• }i t 9q I 15 61607'10•E 30.01 C12 25.00 13.09 6.70 3000'00' 1i T��'`..- 16 N4118'S9'E 38.31 C13 10.00 5.24 2.68 3000'00• i., 1 . )`a 17 63746'29'E 30.84 014 71.00 4.83 2.42 354'03' I 18 65109'31°E 41.12 C15 71.00 24.00 12.11 19'21'55. ':i*A./_ 19 642'43'09•E 30.19 C16 71.00 19.56 9.84 15'47'19• .. W I - 20 N0359'26'E 34.70 C17 71.00 19.93 10.03 1fiO4'S8• y - Q 21 N0353'41'E 28.87 C18 71.00 20.84 10.49 16'48'55' it_. ;:,40, 22 N19'43'21'E 25.57 C19 71.00 20.42 10.28 1678'56• ��• - -or®/,/ O RECORDER'S CERTIFICATE ,--,-,-y n.H LAND SURVEYOR'S CERTIFICATE ~sue�, PRELIMINARY PLAT MAP filed for record this..... day of 19 at M This Plat correctly represents a survey American En91no•ra • Planners • Su Is fare Id',rI ' "'�` , THE VINEYARDS made by me or under my direction in - - in book of of page at the request of conformance with stole and countystatutes Engineering +oaeTs"m+6N Ave N. •;A•I . -;'I DWN, BY DATE JOB NO. SURVEYOR'S NAME ,o..r - BIN -- LC.LC. 3-19-01 9838 PHCNE(425)ee1-7430 E.(425)B61-7731 --a- CHKD, BY SCALE SHEET 3 Mgr. Supt. of Records Certificate No. 1 - ' MEAD-GILLMAN 1"=40' 3 OF CITY OF APPROVALS: RECORDING NO. VOL./PAGE •'ll RENTON DEPT. OF DEVELOPMENT&ENVIRONMENTAL SERVICES DEPARTMENT OF ASSESSMENTS Examined and approved this__day of_ 19_ Examined and approved this__day of 19__ PORTION OF PLAT N0. Manager,Bunding&Land Development Division Assessor - SEC. 10, TWP. 23 N., RGE. 5 E., W.M. DEDICATION Examined and approved this____day of 19— Deputy Assessor — OWNER: KNOW ALL PEOPLE BY THESE PRESENTS that we.the undersigned owners Development Engineer Account Number of Interest In the land hereby short subdivided,hereby declare this n BOB WENZL/BELMONT HOMES short plat to be the graphic representation of the short subdivision P.O. BOX 2401 made hereby,and do hereby shown to the use of the public forever PROJECT INFORMATION: PROJECT ENGINEER: KIRKLAND.WA. 98083-2401 useall streets and oil u not snows no private sn and dedicate the thereof for all public purposes not inconsistent wile the use -- -- PHONES(206) 714-6707 thereof for public highway purposes,and also the right to make all DETENTION OF STORMWATER: VAULT AMERICAN ENGINEERING CORPORATION origisary slopes for cuts and Fills upon the lots shown thereon in the nal ra onable grading of said streets and ave..,and further 4032 148TH AVE. N.E. NOTES: dedicate to the use of the public o6 the easements d tracts shown REDMOND,WA 98052 on this short plat for all public purposes os indicated thereon,a- TREATMENT FOR WATER OUAUTY: WETVAULT eluding but not limited to parks,open space,utilities and drainage (425)881-7430 (425)881-7731 FAX 1. EQUIPMENT&PROCEDURES: A TOPCON GTS-303 unless such easements or tracts ore specifically identified on this FIRE DISTRICT: CITY OF RENTON, FIRE DEPTPARTMENT PROJECT CONTACT: CHERYL GIRARD TOTAL STATION WAS USED FOR THIS FIELD short plat os being dedicated or conveyed to a person or entity other GAS: PUGET SOUND ENERGY SERVICES TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS than the public.In which a we do hereby dedicate such streets. ELECTRICITY: PUGET SOUND ENERGY SERVICES easeents.or tracts to the person or entity identified and for the SEWER: CITY OF RENTON LAND SURVEYOR W.A.C. 332-130-090. purpose staed. WATER: CITY OF RENTON subdivided Further, form undersigned their heirls the assi hereby ondoan MEAD GILLMAN &ASSOCIATES 2. THE INFORMATIONEE DEPICTED 1' U MAP g r REPRESENTS THE RESULTSCAT A SURVEY MADE person or entity esnagai title from the undersigned.Itsany and all P.O. BOX 386 ON THE DATE INDICATED AND CAN ONLY BE CON- claims for damages against b the h city of Renton,cosuccessors and assigns LEGAL DESCRIPTION• which may be occasioned by the eetablishmenl,constmation,or main- WOODINVILLE,WA. 98072 SIDERED AS INDICATING THE GENERAL CONDITION tenenoo of roods and/or dralnoge systems within this short subdivision (425) 486-1252 EXISTING AT THAT TIME. other than dolma resulting from Inadequote mointenonce by City of PARCEL A: Renton. THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TNO ACRES OF THE SOUTH HALF 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL Further,the undersigned owners of the land hereby short OF THE SOUTHWEST QUARTER OF THE NORTHWEST OUARTER OF THE SOUTHWEST OUARTER EASEMENTS OF RECORD. subdivided agree for themselves,their heirs and assigns to Indemnify OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,IN KING COUNTY, and hold the City of Renton.Its successors and assigns.harmless from any WASHINGTON; • damage,including any costs of defense,claimed by persons within or EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF; without this short.vegetation, to how been d by alterations of PROJECT DENSITY: loser flow sithing ottos drainage,orsurface stab oeh sent,con- TOGETHER WITH TH S EASEMENT FOR N STR THE SOUTH OF 15 FEET TOFH THE WEST E50 FEET water Raves within thisn short subdivision ior thM establishment,con- OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF TINE SOUTHWEST WARNER OF Provided, or maintenance and of the roads within this short nstrueison. SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,IN KING COUNTY, TOTAL PROJECT AREA= 318,728 SF Proasing this waiver Red in,its successors shall not lg construed liability os WASHINGTON. releasing the City or Renton,its successors or assigns,from Ilabaity for SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER- 55,169 SF damages,Including the cost of defense,resulting in whde or In part PARCEL B: SUBTRACT PROPOSED PUBLIC ROADS- 58,492 SF from the negligence of the City of Renton.its euccessos,or assigns. DEVELOPABLE AREA REMAINING= 205,067 SF= 4.7 ACRES This subdivision,dedication,waiver of clams and agreement to THE EAST 7W0 ACRES OF THE SOUTH HALF OF 1HE SOUTHWEST WARIER OF THE NORTHWEST PROPERTY ZONED R10 APPLIED TO 4.7 ACRES YEILDS 47 LOTS POSSIBLE hold harmless Is mode with the free consent and in ono ence with the QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, WILLIAME TE MERIDIAN,IN KING comm.WASHINGTON: 42 LOTS ARE PROPOSED WITHIN THE PROPOSED PLAT desires of said owners. EXCEPT THE SOUTH 120 FEET THEREOF; AT AN AVERAGE OF 4,622 Sq. Ft.LOT SIZE - IN WITNESS WHEREOF we set our hands and seals. EXCEPT THE NORTH 110 FEET THEREOF; AND EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES BENCHMARKS: PARCEL C. ORIGINAL BM: CITY OF RENTON #1937- SCRIBED "X" IN BACK OF CONC. Name Nome THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST WARIER OF THE WALK MARKED"ESM 1411", NORTH SIDE OF N.E. 4TH ST. Home Name SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH.RANGE 5 EAST.W.M. AT WEST BOUNDARY OF WINDSOR APTS. IN KING COUNTY.WASHINGTON; ELEVATION=403.72' Name Name EXCEPT THE WEST 153 FEET THEREOF. TBM #1: SCRIBED SQUARE AT SE CORNER CONC. RETAINING WALL Stole of Washington PARCEL D: ELEVATION=397.91' County of King I certify that I know or have satisfactory evidence that THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST TBM p2: 60d NAIL IN S.FACE POWER POLE, 40't N. OF IBM #1 H QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, ELEVATION=398.96' signed this Instrument and acknowledged It to be(his/her)Tree and WILLAMETTE MERIDIAN,IN KING COUNTY,WASHINGTON. 9 ge ( / ) EXCEPT THE WEST 330 FEET THEREOF; vob,nlory oat for the uses and purposes mentioned in the instrument. _MERIDIAN: / \ ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER QUARTER / Signature of OF E NORTHWEST QUART OF THE SOUTHWEST QUARTER OF SAID SECTION 10,LYING KCAS(PER PLAT OF THE ORCHARDS Notary Public SOUTHERLY OF THE NORM 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DIVISION 1, VOL 76, PGS.76-82) Dated DESCRIBED AS FOLLOWS: My appointment expires BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; :::,..- . THENCE NORTH 1650.00 FEET; DATUM: I.• THENCE EAST 660 FEET; NAVO 88(CITY OF RENTON) r • Stale of Washington THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED USE: . County of King THENCE WEST 252 FEET,MORE OR LESS,TO THE WEST UNE OF THE EAST 252 FEET OF CONTOUR INTERVAL= 2' I certify that I know or have satisfactory evidence lhof SAID SUBDIVSON AND THE TERMINUS OF SAID UNE I 811 signed this Instrument and acknowledged It to be(his/her)free and PARCEL F. SITS LOCATION g voluntary act for the uses and purposes mentioned in the Instrument THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF 1HE NORTHWEST QUARTER X eu Sit OF THE SOUTHWEST QUARTER OF SECTION 10.TOWNSHIP 23 NORTH,RANGE 5 EAST, Signature of WILLAMETTE MERIDIAN.IN KING COUNTY.WASHINGTON.LYING WITHIN THE FOLLOWING Notary Public DESCRIBED PREMISES: ell W• Dated My appointment expires _ BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 1650 FEET TO THE TRUE POINT OF BEGINNING THENCE EAST 660 FEET;TH it / on...' THENCE NOSs FEET;; I RENTON State of Washington THENCE WEST 252 FEET County of King THENCE SOUTH 159 FEET; I certify that I know or have satisfactory evidence that THENCE WEST 408 FEET TO THE WEST LINE OF SAID SECTION; THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINNING: \ .„ •A/ signed this instrument and acknowledged It to be(his/her)free and EXCEPT THE WEST 30 FEET FOR ROAD. UT voluntary act for the uses and purposes mentioned in the InsWment. PARCEL F, C) Signature of THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST VICINITY MAP a Notary Public QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, Dated TOWNSHIP 23 NORTH.RANGE 5 EAST.WILLAMETTE MERIDIAN,IN KING COUNTY.WASHINGTON: J My appointment expires EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. N.T.S. 0j RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE 411 H-�'"F PRELIMINARY PLAT MAP American Engineers • Planners • Surveyors �zH sae ,, filed for record this day of 19 at M This Plat correctly represents a survey made by Engineering IWe ION Ave.NL `� � H THE VINEYARDS me or under my direction in conformance with the C or oration Reanma wA soars in book of at page at the request of P requirements n the appropriate State and County Statute and Ordinance In 19 r --- _ -31--_=_ __ -- �r i 'm„nsvv'p•' I DWN. BY DATE JOB NO. PHONE(ess)err-Toeo ro.Ices)eat-nm _ k,V AL LA.�u9 L.C. 3-19-01 9838 moos bl)yt O/ CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. "' MEAD-GILLMAN NO SCALE 1 OF 3 CITY OF RECORDING NO. VOL./PAGE tilism., .,• IN RENTON . SCALE: 1".--40' PLAT NO. 0 40 80 120 160 200 240 GRAPHIC SCALE 21Cilv.r30 PORTION OF 1 INCH 40 SEC. 10, TWP 23 N., RGE. 5 E., W.M. = FT. 1411E, l' •11-4- 1r4 !!). • ,,D. r.4 . / ! \ ! / • .II r'il' 11 I\ 1 / / 01 . \ /: \ L , , (-1-, ••••••„ . , ,• - 'T'-'-(C-) . .. N 00.18.32. 4 442.15.84' • e, -r.c.) ' C. ..00 \ 40.00 -4,044,r33.4". 40.00-1 40.00' I 40.00 I 40.00' I 40.00' II 40.00 ',..--rp.9x 6105 e-2 : ,'," io r • p _ ..1.?....4_._a._ ____ _ __IV 850- -_)-' --` - 4_'.--14"'-/' 1.4___ - __L ___ - I__ ___j__I_ __.....,1!...1, _ .1.!__ _ FL =\--4...3__, • 1 J?"1--- 32 , * 1 30 I ‘ 9 I -8., il 1 27 1 , 8.80-,Sq.FL el 4.120 Sq.Ft.,4. ..:,_ 4,231\59.Ft.I 4 2- ., .200 Sq.Ft.._,I ; 4,2002572.FLI=I , I 2 I 24 "}:1' 23 I! 22 I 2t .I„_, 4,ffe.,,,q.Ftj 4200, So.F4,41 4,200 Sq.Ft. :11,4,200 Sq.Ft.}...: 5.097 5,1,F1]z4v., .... 1.,,,r, ,4 1 Sq.Ft. ...74 sits, ,,,.. I '-' F.',- • i__ . _‘‘. u, .200'-'.. .. 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(-Sr.--3•-•-----__ '••- ' NO1 409"E z..I-• .',---s,\.•_.)'• --_1_3',.'..___ 00 38.-)11 .';' CI- ' • • T3137.114%. 318 --.16. .74-,.4.:..L.: _I_il _.___,T.J....:__, _ _ I I !;,.. -, '-"•• . , N 001638 W R :;, tam. .4 ..,4 _- , .._ -4-0.00' T 40.00. T-40.00'_[ 39.51:' -',7 'a,....;•• '3 '',. I7 ".:e1..- '2X--- ''•.. Lir--)e.„.„. FI,'.--, / 1-- _ -- N001144-3 -----20a.0' ‘, 4606,9. 9- 1-•-• !--",2 • 140":`,1'4L La '•- _ a - --` ---1 S- 'II::: . •••• % I 2,,'-'.1."- ,,,,),, .71-Z6. --N \ •Y• UNE TABLE CURVE TABLE •O'_ES ".7-3...' 0,' ..-t06kV. - --46- \ \•_---3 I ...' -INE-NO DIRECTION LENGTH CURVE NO.RADIUS LENTO!TANGENT DELTA \.?,+5,.." ---)91;3'--1--4-4719(41-.°°:‘ ' •- 1 81943'21-E 18.08 Cl 55.00 278.19 38.85 289.4803' RESERVED 't:T 0 - N-,„ "I .. .. 2 N19•43.21.E 6.88 C2 25.00 23.95 12.99 54'54.01. FUTURE DEVELp_PMENT e.•_". . 3 NO0-25.13.3 16.01 CO 25.00 25.67 14.09 58.49'33' 5 N517150.11°W 31.51 C4 225.86 48.38 24.28 121619. 4,5 1.04.----; L ....:. C5 179.00 43.77 21.99 14'0035. 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N.E. • 00,037c,.... 21.98 1212'34. 22.07S4. _1 0 .4.4 .•1•Tapk 3.2›.„..,,, > RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE . , ,---,., ,,,,,,, PRELIMINARY PLAT MAP ,xs . .. filed for record this day of 19 at M This Plat correctly represents a survey American Engineers • Planners • Surveyor./ ...`., .., "• THE VINEYARDS mode by me or under my direction in .., :' in book in C of SURVEYOR'S NAME L.C. 3-19-01........at page at the request of conformance with state and county statutes E ngineering 4032 14133 Ave.HE ,, -,,,,••,-,/ 1 331313,wA 99052 i.‘„.,.. DWN. BY DATE JOB NO.19 v..... _ . . .. . „....- ......... .t.... .C. 9838 PHONE On)881-7430 Fax(42S)31-2231 CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. VW.) MEAD-GILLMAN 1'=40' 2 OF 3 60 .o7_ fy : TERRA ASSOCIATES Inc. __ _ Consultants in Geotechnical Engineering, Geology, and •, Environmental Earth Sciences . - - • December 13, 1999 Project No.T-4011, Mr.'Robert Wenzl k i to . .- ,,q, ;'i E; in ; Belmont Homes;Inc. , ,, 2., "� 2000 _ P.O.Box.2401 _ MAR u . . Kirkland,Washington'98083 .�;,'' ' 'E®` Subject: : Wetland Evaluation Report ,•:. • . • ' " . - , - -Vineyard Court - , - , s Renton,Washington; - ; . ; Dear Mr.Wenzl: . ti As requested, we have;conducted"a wetland evaluation of the Vineyard Court property located east of Union '. Avenue NE, south of NE-7th Street, and north of NE 5th Street in Renton,Washington. The purpose of our work - ' • , was to evaluate existing site conditions and delineate the,boundaries:of the Wetland-areas known to be present.on _ , the property..':Our site :evaluation:and :delineation,.,of'wetland conditions •_was, conducted using the routine imethodology:outlined in the Federal Manual for Identing and Delineating Jurisdictional'Wetlands (1989), as required' by the,City of Renton. , These procedures involve analyses of:vegetation patterns,^soil conditions, and .- - surface hydrology-to distinguish between wetland and,upland areas. : . We originally`delineated the northern:extent of Wetland A during a site visit on'July 16, 1997: Mead Gilman and - Associates:surveyed those flag-locations. The southern portions of-Wetland A and Wetland B were sevaluated --, during.our second and third'site visits, on April`-15 and 17, 1998. We made another site visit on February 25, 1999, to'.review the-delineation .of the'northern'extent of Wetland A and to evaluate the, extent of buffer ; distur'bance... ; PROCEDURES - . For the purpose,of this study, we Used the"wetland definition adopted by the Environmental;Protection Agency _ "(EPA) :and the Army Corps of Engineers: (COE) for,, administering. Section 404 of the Clean Water Act. . ' According to this definition, wetlands:are: ." , . ' - - . . Those,areas that are,inundated or,saturated.by.surface or groundwater at a frequency and duration , : , 4 sufficient to support, and'under 'normal conditions do,,support; a',prevalence of vegetation- • . _-''' • " typically adapted for-life in'-saturated soil conditions. 'Wetlands generally include swamps, „ marshes,,bogs,,and similar areas. . : -_ ' ' - ' 12525 Willows Road, Suite:101, Kirkland, Washington 98034. - ': i'` - • Phone (425) 821-77-77'• Fax (425) 821-4334, • terra@terra-associates..com Mr.Robert Wenzl ; December 13, 1999. • In accordance with this definition,,a given area is designated as`jurisdictional wetland if the hydrology results in inundated or saturated soils during the growing season, hydric soils are present, and.the dominant vegetation is, _. hydrophytic. • Delineation procedures are,based on diagnostic environmental indicators of wetland vegetation, wetland soils, and wetland;hydrology. These .procedures, outlined in the Federal.;Manual for Identifying and Delineating: Jurisdictional Wetlands(1989), are commonly known as the Triple Parameter Method: By definition, an;area is designated as wetland when there are positive indicators for a• ll three parameters. -. A.listing of plant species has been developed,for use in,the methodology for delineating'wetland areas. This. • • listing assi • s plant species to one of five indicator status-categories ranging,from Obligate wetland species, which almost •always'occur in wetlands, to -Upland species, which'rarely;occur in wetlands. Under normal conditions,hydrophytic vegetation is determined to be present'if more than,50 percent of the dominant species are in the'Obligate(OBL),Facultative Wetland(FACW);or Facultative•(FAC)indicator-categories. Diagnostic indicators of hydric soils'are related to soil saturation,which.leads to'anaerobic-conditions'in the soil.' ' 'Under these conditions,'decomposition'of organic material is inhibited and soil minerals:are reduced,"giving • characteristic soil colors that can be quantified by comparison,with Munsell Soil Color Charts. A chroma of one or less in unmottled soils or a chroma of two or less':in mottled soils generally indicates a hydric soil. In addition, soils that are saturated during the growing season satisfy a criterion for hydric soils. We used a hand auger to • collect soil samples for determination of hydric soil criteria. - Wetland hydrology is defined,as.inundated or saturated soil conditions for at'least$"percent'(1'4`consecutive days) of the growing season.;.If no water is present at.the time of evaluation, other•indicators may include topographic.- , low points or channels, flood,debris, complete absence,of vegetation, or,presence of hydric soils. Standardized data forms are available to record'observations on each of these parameters. We completed data forms for the • Routine On-Site Determination Method. Copies of these data.forms are attached.to this report.• _ 'SITE CONDITIONS The approximately 7.18'acre irregularly shaped,subj ect property is located east of,Union Avenue NE, as.shown on Figure 1. Older single-family residences occupy adjacent properties .to- the-south and west. Adjacent properties_ to the north'and east have:recently been developed with single-family`residences as a part of the • Orchards project. - . . , • Currently, the subject-property is developed with five small single-family:residences: The remainder.of the property-is open forest dominated'•by Douglas fir (Pseudotsuga menziesii),,big-leaf maple,(Acer macrophyllum), red alder (Alnus riibra), and black cottonwood.(Populus trichocarpa): The understory includes salmonberry (Rubus spectabilis),, salal (Gaultheria shallon), creambush oceanspray, .(Holodiscus discolor); and sword fern ,(Polystichu n munitum).,;The open areas around 'the;residences' include grassy lawns and:some .landscaping. - There are thickets of Himalayan blackberry (Rubus discolor).and.Scot's broom (Cytisus scoparius) in disturbed areas Other plant species,observed on the property are listed on Table:1. . • Project No.T-4011 Page No. 2 • Mr.Robert Wenzl December 13, 1999 . - The area around'the northern residence:has recently been cleared to remove large quantities of debris: The clearing-removed',virtually the entire understory, which was dominated by Himalayan blackberry, with lesser amounts of salmonberry,red elderberry(Sambucus racemosa), and Indian plum(Oemleria cerasiformis). The Soil Survey of King County Area, Washington, US. Soil Conservation Service, 1973 maps'the soils on the ro er as.;Alderwood gravellysandyloam.: The Alderwood soil type is characterized as a Moderately well- drained soil and is not included on the National Technical Committee on Hydric Soils (NTCHS) listing of hydric soils: Topographically, the site slopes gradually down from a,`high point at the-east side of the property to lower points along the western border. A low swale crosses the southeast corner of the site'. The site is located on a plateau at. approximately Elev. 400: WETLAND AREAS Two areas with wetland conditions are located on the subject property, as shown on Figure 2.; Wetland A is located in the;.low areas in the northwest corner and extends southwest off the property. ,The Wetland'extends, back onto the subject property in the southwest. Terra:Associates, Inc delineated. .the boundaries of these wetlands'across the property, Mead Gilman and Associates,.Inc:surveyed the delineation flags.• This-,delineation - was conducted,using procedures outlined in the Federal Manual for Identifying and Delineating Jurisdictional - Wetlands (1989), However, using procedures in`the Corps'of Engineers Wetlands Delineation.Manual (1987) would result in no change in this delineation. Wetland A: Wetland:A extends from the'northwest property line southwest to Union Street. Two gravel roads cross over the wetland. The first gravel road runs,east to west at`Lot 39, and the second is at NE 6th Street. The total area of wetland on and off the property=.is estimated to be less than five acres. This wetland is dominated by forested vegetation. The most abundant:tree:species include black cottonwood, Oregon ash(Fraxinus latifolia), and red alder. Scouler willow(Salix scouleriana), Pacific ninebark(Physocarpus capitatus),,and.salmonberry-are common shrubs._The dominant herbaceous vegetation includes slough sedge (Carex obnupta), lady-fern"(Athyriutn'Jinx-fern-Ma), reed canary,:grass (Phalaris. arundinacea), and creeping buttercup (Ranunculus:repens). More details are provided on Data Forms 4,;5,7 and 9. Soil colors-in the wetland area ranged from black:(10YR2/1) with no "mottlesto dark brown (10YR3/3) with traces:of dark yellowish brown (10YR3/4) mottles. Soil samples throughout thb wetland had a histic epipedon; which is,a-very high organic:content in the surface„layer. This feature is a thin layer of,peat over mineral soil. _ The soils were generally moist to the surface throughout the•wetland area, and saturated or inundated in some areas during:our site visit in April 1999. Soils in the adjacent upland:areas were dark brown (10YR3/3)'to dark yellowish brown(10YR3/4)without mottles. Project No..T-4011 Page No. 3 Mr.Robert Wenzl. • December 13,,1999 • -Hydrologically; this wetland appears to be supported primarily by a shallow seasonal groundwater table with some surface flow through an,intermittent stream channel from property.to the north. ".Nearly all of the wetland. was inundated during our site visit in February 1999, during an extrernely,wet rainy season. Concrete-culverts • were constructed that allowed'stream flow from the north,to the south,through the.gravel roads.- • • . The continuation.of this wetland on property the north has been heavily disturbed by activities related to the ' construction of single-family residences in the'Orchards development. ,A dike:was'installed across the wetland, with a culvert that allowed surface flow. This dike might follow the,:route of an old.'gravel:driveway:r The • wetland upstream from'the dike was altered for use as a stormwater,detention facility. - • ,. The outlet from this,wetland is a culvert at the-southwest corner of the site at Union'Avenue.NE,,south of 6th Street NE. ,The outlet from this wetland is not located on the subject property,. This culvert leads into the storm , - drainage system.under Union Avenue NE.` • A portion of the buffer-on the property was:damaged_as:a result of the clearing.of debris. The portion of the wetland buffer impacted is"discussed'our.Wetland-Delineation Report, dated March 23, 1999. • ' There has also been relatively recent fills put into the southeast edge of the wetland,,and some trees have been • removed from the wetland. Wetland A•has moderate to low functional;valuues, primarily because of its relatively small size, disturbed . . boundaries,. and isolated condition in- a residential area.. :.Base flow/groundwater support, water ;quality , improvement, natural biological support, arid specific habitat functions have moderate_values., -Flood/stormwater` control has a high value. -Erosion/shoreline protection; overall'habitat functions, and cultural/socioeconomic _ values have a low rating.'.Details.of the functional`analyses are provided on Table 2. Using the U.S. Fish and Wildlife Service (USFWS) wetland classification system (Cowardin et al:, 1979), Wetland.A includes areas of palustrine,forested wetland with broad-leaved deciduous".vegetation'(PFO1) and. palustrine scrub-shrub wetland with broad-leaved deciduous vegetation (PSS1).; This•area is'not mapped:on the,- National Wetland Inventory Map (Renton quadrangle, USFWS,-1988)or in the King,County Sensitive Areas Map Atlas. ; It is our interpretation of the City of Renton Wetlands;Management Ordinance that this wetland should be rated as a Class.2 wetland,'due to its size. The wetland does:not have features required for.a Class. 1 wetland., The City of Renton requires that Class 2 wetlands be provided with 50-foot wide buffers. The northern portion of Wetland A has been significantly disturbed by a,large dike near the northern property boundary and by a gravel driveway across the southern boundary. Construction of the Orchards project'and the use of this area for storm detention.disturbed the upstream-continuation of this wetland on adjacent property to'the north. The wetland and its buffer were also disturbed by past;dumping'of trash on the site.and blackberry invasion. It is'our understanding that.-the City of Renton previously approved a Class 3 classification for this: _ portion of the wetland: The City of Renton requires a 25-foot wide buffer;for Class 3'wetlands. - • • ' Project No:T-4011` Page No. 4 ' " Mr.Robert Wenzl - - - - - ' ' December 13,,199.9 , - - • Wetland B Wetland B is located in the southeast-corner of the Vineyard•Court site. The entire perimeter of this wetland was ' delineated. This wetland is approximately 3,920 square feet(0'.09 acres): _ , , Wetland:B'"is;dominated.by relatively young broadleaf deciduous tree species, including red alder and Scouler willow. Hardhack-.spirea (Spiraea douglasii), salmonberry, and pea-fruit rose (Rosa pisocarpa) are.Common shrubs. Data Form,1 provideslmore detailed information.‘ The dominant herbaceous.vegetation is reed canary ,grass and soft rush(Juncus effusus)., • , ";Soil colors in this-wetland a•rea are generally black (10YR2/1) without mottles; but•oxidized root zones are , _ present.;These soils were saturated at a depth of about 20inches during our site visit in April 1999. Soils in the , . . adjacent undisturbed upland area are dark brown(10YR3/3),without mottles. , _ ' . : Hydrologically, this wetland,"appears to be supported by:a shallow seasonal groundwater table: There is some surface runoff.through a ditch from the Orchards development on adjacent.property. Any surface flow'into this , area appears to infiltrate quickly; and,there is no surface,outlet. The southwest end-of this wetland is adjacent to ; , landscaped-backyards. ' Wetland B and its buffers have been heavily disturbed by past activities:`. The southern'edge of the wetland is ' , close to a fence and landscaped'yards.-An old residence and gravel'parking area.are close to the,northern edge of : •the wetland. The Orchards development has cleared and graded'the adjacent property to the east: The young. vegetation in the wetland indicates,that it was probably cleared 10'and 15 years ago. = Wetland B,has generally low functional values,primarily because-Of its very small size, disturbed conditions; and. isolated condition`in a residential area. Flood/stormwater control, base,flow/groundwater support, and water ' quality: improvement have moderate:values:. Erosion/shoreline: protection; natural biological support, overall habitat functions,,specific habitat functions,-and cultural/socioeconomic values have a low,rating: Details of the'" functional analyses are provided on Table 2. _ _ - ." , - ' , ' Using the USFWS wetland,classification system.(Cowardin.et.al,, 1979), Wetland B is dominated by palustrine forested wetland with,broad-leaved deciduous vegetation (PFO1), although, the trees are 'very young and:of - _ relatively low, stature. This area Is not mapped on the National Wetland Inventory'Map (Renton quadrangle, ' USFWS, 1988)or in,the;King County Sensitive Areas Map Atlas. ' n It is our;interpretation of the City of Renton Wetlands Management Ordinance that this wetland satisfies the severely disturbed criteria to be•a Class:-3.wetland., However, the City of Renton Code specifies that Class'3 wetland's must be greater than:5,000 square feet in;size.(Section 4-32-3.D.3). This wetland area is.less than 5,000. • , . square feet in size, and therefore, is unregulated by the,City of Renton. - , .: ' - _ Project No.T-4011 Page No. 5 • • Mr.Robert Wenzl December 13, 1999 Restoration of Wetland A As discussed, there was recent fill put into the southeast edge of the wetland and buffer. Some trees and nearly", the entire understory were removed from this area. The approximate location of the fill'is shown on Figure"2. . , The fill should be removed and the impacted wetland and buffer should be replanted with native vegetation. Vegetation, should include native species, such as western red cedar; black cottonwood, red-osier dogwood , (Cornus sericea), wild rose (Rosa pisocarpa);'and willow(salix)." A final restoration plan will be prepared when the final grading plans are available for,Vineyard Court. We trust this information Is sufficient for your current needs. If you have"any questions or require additional information,please"call: - Sincerely yours; TERRA ASSOCIATES,INC. : Garet:P..Munger Project Scientist • • Encl: Table 1 -Plant Species Observed Table 2 -Wetland Functional Value Summary Figure 1 -Vicinity Map Figure 2 -Wetland Location Map Data Forms (10) • Project'No..T-4011 ' ' Page No::d • TABLE 1 _ " - ' , : - ,'�• • PLANT.SPECIES OBSERVED " ' ' Vineyard Court . ', ' , ' Renton,Washington- , Scientific Name' - Common Name , , . Status* .Upland' .'.; Wetland , TREES : . ., . Acer ntacrophyllum • : : Big-leaf maple . : • • FACU '., X -. • - X., ._ - `Alnus rubra• ' 'Red.alder ' - • • .. . ' FAC., 'X• • • X •Fraxinus.latifolia Oregon'ash . . ' • • ' FACW . X , • .Populus trichocarpa Black cottonwood ''• s FAC X. ' X - Prunus emargin'ata, : Bitter cherry •- FACU ' X . ' • • - . - - • Pseudotsuga menziesii , '` Douglas.fir : ; FACU ' X" ••. ' - • Salix lasiandra - 2 Pacific willow - • FACW X - •;.Thuja plicata: ; Western.red cedar - , , FAC : X ' X i ' Ulmus sp. '-, ' . , Elm X. . SHRUBS - : ,Acer circinatum Vine maple • _ FAC X ; ' . X Cornus-stolonifera - Red=osier dogwood• ' • FACW ` X'. ' • 'X • , Corylus cornuta 'Beaked hazelnut---' • • ; ' FACU,,, X • - . -. • _ • Crataegus monogyna -' One-seed hawthorn • • • . FACU X - X • . . 'Crataegus.douglasii ,- Black hawthorn -FAC. ✓ , . . X' •,- - •X _ ' Cytisus scoparius. 'Scot's broom , UPL',. X, - - , . _ . J Gaultheria sliallon Salal ' • •• . ' • FACU-_ • :,-X ' •_ - , • Holodiscus discolor • Creambush ocean-spray,, _ UP,L• • • -. X , ; X, - -Ilex aguifoliium: . ' English-holly UPL X " X _ • Oemleria.cerasiformis • - ' Indian plum UPL X , " ; X - Mahonia nervosa -•. .Cascade Oregon grape. • ' ` ..- -UPL, •, ` X Pliysocarpus capitatus. ' ,:Pacific ninebark ' • FACW - • - X ._ ,X , r Rhamnus pursiiiana' Cascara • , FAC' . X - Ribes lacustre Prickly currant - -•FAC X• • - . ' - Rosa"pisocarpg•, - Peafruit rose - - ' FAC' X , , X ' -Rubus discolor ''. , Himalayan blackberry. , FACU. ,. . ..X-. , X - - Rubus laciniatus ` ; - ' Evergreen blackberry - FACU ; „' - X. - - • • ' Rubusparviflorus Thimbleberry' . FAC • '''X • : , Rubus-spectabilis . •Salmonberry• , ; FAC 1,- ,..X - X. i. ' • Rubes ursini�s` • - Trailing blackberry' '_ FACU' •• X 'X . ' • 'Salix scouleriana • Scouler's willow: • . . FAC; ' ' ' 'X.- ' Salix sp.. Willow X ' • ' Sambucus racenzosa Red elderberry' FACU .- • • X ; ' : . ' Spiraea,douglasii .. Hardhack spirea - - FACW - ' '. X X . ' Sorbcis aucuparia'' -European mountain ash : • : 1, UPL: X, ' Symplioricarpos albus :Snowberry . ; - NI : 'X X • Vaccinium parvifolium Red huckleberry • UPL X , .-. ' HERBS _ .• Agrostis tenuis ' - _ 'Colonial beritgrass , . , ', ' 'UPL X. , ' " ' Athyriurn filix feinina' ' Lady fern • • - FAC- ' - X • X ' ' Bromus vulgaris _ Columbia biome;' UPL: • X Carex sp. Sedge_ X :. - - (Continued on•next page) _ TABLE 1,(Continued) -- PLANT SPECIES'OBSERVED ON-SITE, Vineyard:Court'- - , Renton,Washington', - . Scientific Name ' • . Common Name. Status* _ Upland - , Wetland. ' HERBS(Continued)- Carex canescens' Gray,sedge FACW X • Carex obnupta_ , ' ' Slough seage ' -. •' OBL ` - X ' Circa'ea alpine - . - . •Enchanters nightshade ' FAC X ✓ - • Cirsium vulgare ,- • • Bull thistle FACU' X . - Dactylis glomerate Orchard.grass FACU. X ' -. . ' Dicentra formosa Bleeding heart FACU X- Epilobiuni angustifolium Fireweed ; FACU: ` '.' X•• • ' • - •- Epilobium paniculatum ' ' Willow-herb. ' - UPL X , ' Geranium robertianum Robert geranium - , .. UPL' - X- ,' .: 'X ',' .• - ;• Getup macrophyllum ' .: Large-leaved avens . , FACW , X X' - ' ' . Glyceria elata Tall mannagrass : •FACW ' . X , Graminae spp. Grasses- Hypochaeris radicata" Hairy cat's ear " • UPL , • " ' X , ' Juncus effuses' " Soft-rush FACW. " X '-Lap-sand communis-' .; Nipplewort UPL ' X - ` • Loliuna perenne ' 'Perennial ryegrass FACU• . . X - : Lythrumsalicaria ' Purple loosestrife- FACW ;. • ' . ,- X• . ' • . Maianthenium dilatatuni ' False lily=of-the=valley., FAC . . X ' , Montia'sibirica - Western spring beauty ' FAC X •' - ' ." - . Phalaris arundinacea• Reed canary grass , FACW " ,: X. X Plantago lanceolata - Rib plantain ._ , `FAC - X ' Plantago major .: ,Broadleaf plantain n . FACU; ' X .' ; . • . P,on pratensis •: : • .Kentucky bluegrass ._ - FAC . -X X' - ' :Polygonum sachalinense , Giant knotweed :• _ : ,FACU ; '• X ,., ' - - Polystichum munituni , Sword fern. • FACU X • • •, X - , Pteridium aquilinurn , ' Bracken fern . FACU - X'-. :., .' - Ranunculus repens , Creeping buttercup FACW X X, • 'Riumex crispus ' Curly dock •FAC • X , 'X ,., . . Scirpus.naicrocarpus ' •.Small-fruit:bulrush OBL •- ' ' . • X' 'Taraxacunmmioffcinale ' Common dandelion,: .• FACU , ' ,X- - • ' • ' " • Trifolium pretense Red clover - :_FACU • "X - ' ' , Trifolium rep ens ' ' White clover - ' , FAC' X'.' - _ . .: Trillium ovatum Western trillium , FACU X- . Typh'alatifolia . Cattail . - OBL . _r •-- X' ' ' Veronica americana, American.brooklime OBL X: . *Wetland Indicator Status:-. , - • : • • : . OBL •, Obligate wetland-.almost always occurs in wetlands. FACW Facultative wetland .usually occurs in wetlands,but May found•in uplands.,: , • . FAC , Facultative':equally'likely to occur'in wetlands or uplands: • • • - ' FACU , . Facultative upland-Usually occurs in•u•lands but may be found in wetlands. • Y P �. Y UPL. Upland-almost always occurs in uplands. _ , ' • -Blank • ‘Insufficient information to assign a status. : - .. 1. TABLE 2- ' ' ,; , " - WETLAND FUNCTIONAL VALUE SUMMARY ' Vineyard'Court , Renton,Washington' : , - : Wetland-A „ ' , ' . , Functional , ' Wetland Funetion(li` Rating' " , Comments, . -, . " Flood/.Stormwater Control High' • Relatively,sinall size,,depression near headwater,moderate forest cover;culverted'outlet;upper third of drainage. - '" - Base Flow/Groundwater Support Moderate Relatively,small size,'depression near headwater,moderate forest ' . , ' cover,seasonally flooded•or saturated,possible fish populations " ' ' downstream. . Specific Habitat Functions Moderate - r Poor invertebrate and fish habitat,moderate quality habitat for ; ' amphibians,birds;and mammals.- • Water.Quality Improvement Moderate • Moderate flow through site,moderate:vegetative cover;upstream . ' -' ' basin is heavily developed;"moderate runoff retention. . : .Natural Biological Support • :Moderate , .:_Relatively,small size,moderate vegetation structure two habitat , ` types,some invasive species',moderate species diversity;moderate - - : . - •productivity and organic:accumulation,low organic export,some ' - special habitat features;buffers highly disturbed,isolated from upland'habitatS. , Overall Habitat Functions „ Low Relatively small size,'mo_derate,habitat:diversity,low sanctuary or ., " refuge potential: _ - ' Erosion/ShorelineProtection , Low = :Relatively"narrow wetland with sparse trees and shrubs above OHWM,heavily.developed boundary_area:. , Cultural/Socioeconomic Low- ' , Low educational opportunities,low aesthetic value,no fish - , . . - ' resources,no•historical"or archeological resources,'no recreational , • : , " • , ' ` opportunities;private ownership,:not near-open space. Wetland Area . ' " Less than ten acres - • _ (2)_ - Palustrine forested, broad-leaved deciduous(PFO1)Palustrine " • _ Wetland Community Types) •' scrub shrub, broad-leaved deciduous(PSSI) - " ,Wetland Category 'Renton Class 2_Wetland (1) Based On Cooke,S.S. (1996) Wetland and Buffer Functions Setni-Quantitative Assessment.Method - - (2) Cowardin'et al(1979)Classification`of Wetlands and Deepwater Habitats " ' , TALE 2(Continued) WETLAND FUNCTIONAL VALUE SUMMARY Vineyard Court-. - , Renton;Washington Wetland B ; Functional Wetland Function"..: -. • Rating. - " . Comments - Floodt Stormwater Control ' Moderate- Very small size,isolated depression,moderate forest•cover,no _ ' outlet,upper third of drainage. ` Base"Flow/Groundwater Support Moderate . , Very small size,i"solated.depression,moderate forest cover, temporarily flooded or saturated,no fish populations downstream.:, Erosion/Shoreline Protection, Low Very narrow wetland with sparse trees and shrubs at OHWM, • ti ' heavily developed subcatchment:' - - ' ' Water Quality Improvement'.- - "Moderate Slow•flow through site,moderate vegetative cover,upstream basin ,: •: is heavily developed,moderate runoff retention. " , - Natural iological Support Low- ' • Very.'small size,imoderate vegetation structure,one habitat type, - ' some invasive species;moderate species diversity,moderate productivity,low,organic accumulation,•low organic export;few , - ' . special`habitat features;buffers highly;disturbed,isolated from , ' • upland habitats: Overall Habitat:Functions -- Low= . `Very small size,'low habitat diversity,and low sanctuary or refuge.; • _ potential. Specific Habitat Functions _ : - Low ,I `, Poor invertebrate,fish,and mammal habitat,moderate quality habitat for amphibians and birds.; : , - , . " - ' Cultural/Socioeconomic. - Low Low educational opportunities,low aesthetic value,no fish' : ' resources,no historical or.archeological resources,no recreational" , opportunities,private ownership;not near open space. , Wetland Area Less than 5,000 square feet cz) Palustrineforested,"broad-leaved deciduous(PFO1)" Wetland Community Type(s) ' ' - , Wetland Category _ . . Renton Class 3 Wetland(Unregulated) . cll . ' Based on Cooke,S.S. (1996) Wetland and Buffer Functions,Semi-Quantitative'Assessment Method c2� Cowardin et al(1919)'Classification of Wetlands and,'Deepwater Habitats = . • • _ a zy n W a PARK' \< x ...r +'�v :t�'Li':a n ,onx a s: ri F,.,,. Q r C - S z I - sr h NE 1 H- 'tom.n `; ....— PL •� i • • =m e _ �-E���.,o ass,4.' .:{s, \'��,.�i� • - ..5T Sr ''�38. tl�,, 9 fry', . g�v,-, p:,..;,.\\: a -• . y,111,:-.-Ly4.,!=,,-31,--77,,,:s.h•-.,:, gz G �, - x n''nE 14m - a,sm R` -.'F`..- f 'un_ - z :'' :`A( "- •'xumsr'' L�.anm� � Q.... r': F�14TH' s ST '.2'Im NE 3THPL gADD : NE 17m 5T ;uLEa,r • ' L. • S T S�gI NE —trees ����8' g 12TN STW SE" DN `�: 1 I NE 12TH' 5T _a .-11zT4 ST ,t� 2100' gg "' 2 x van r v . .:s a700:- I 1,1 t.. 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Y • _ • _I A'w'flDD • ¢,,y?t +n t -SE 129THWIt;97�..`T,ja - , '�, i},_ - RY •¢ NE 3RD LT ,"c y},{ss J J� IT _ _ j r b/i� `�1� • .- J'_NE_ ''�ST -' • v"',END ' liC _ SE- tlisr'` 1 2ND' ¢I ST •• .. • h E t° - - . _' - '� sr,,r;6 N, 15 te•D300 Fr! 17 LErsuae <sc °', ° ;1', W sE HTx . frFad. , 'SE it • • a DUVET - £SrATEs SE Isi PL., . ,_RIVER'' ' f., J CEXE7ERY... : 16 N fi. 135TH ;5 , SE ism •e ' ' 7wv .. • • <,. fDPLSE9T16THSTST' • " - 7r. �i4 SE STB ( � ,r . - ,irl...• _ \'e c§ ):' �, 000`04,, ,,'eY °O is - 1.. - 4151 .. . � ••AfYFRv °9 std '�' PARK W. nLm r 4 sT •'••- TR. `^\ramr- > - �, 142ND ST•- •:E ATH`CTti''� ;?.•lots;:-:-;C: :s;,�\ u'>¢s�P - • ' • • • '2R I r•Q,r' - _ - .. CED•R 7 �•.. < . ' LI 'h <. • s RIVER t �F' \ • HAPLEM71 I ° ' • :•1.WrE 6 ,F.c r Tl n,Sj r • L • , 144TF��., , . , • • -'IReference:. The Thomas Guide, ,Metropolitan- ',Puget -Sound, .:'Pages . • ' ' : '. - 62,6.:-and ' 656,. 200-0 'Edition: . ' - . ' ' - •• ; , ' • t" ; . . VICINITY MAP, , :N.: TERRA _ , . • •:.•:,: Vineyard Court � Renton Washington� ASSOCIATES • • -Environmental .Consultants ' Pro': No:'T 4011•-. �, ',Date'- Dec: T999 Figure.' 1' . , : . , ' • y. O �,.1, fab® i - NE. 6th PL - ` :.. - - T ° = i.. , • 1' ! - 1, ° /1/ fsbp' 0' tempi I. r ,tob, 7 i !• , !. WETLAND ,-. ,°,�, i i , . � . , pub �T z ( !_ • i i f . --- — --- - -- lit , EXISTING_GRAVEL ROAD ' "o-• ° >rc . i - . --- - , • 4-* I. K'A 'aa Wetlan B I 7, �. i d oundary '- • �/ I I Approximate Wetland Boundary . _\_ .,. , �,ab r i � Approxirxiate Data Point Location I' a. 1 i !1 ! ' Fill*=Fill to be removed from.wetland. See"Terra Associates report T-3718-3; 1, I' , ' i dated December 3, 1999,for the.results of t ' ' - # 1 = , I '' ' environmental testing. Wetland shall be. : I -�--= -t,- i restored following removal of fill: - -1` , • S'7 7 a aab /y/ i ! ,7 1 \: .- • /, , 'EXISTING GRAVEL ROAD . .' \` ,r; ) ; . , DP4 •a ~o�, ,op NE 6th,Street , ::1 , ,- 0,...0 o 11 , .o,.�, I, APPROXIMATE SCALE' , it *,.� v.„„V 4: .. 7Vkrr , . �'. y," 30 s: = °' RP3 , _ : 1 , 0.,feet . _ 1i' m 1.,11UETLAND•A ;( FILL* ;, Q ry , ] f r11 j i 7 ✓� 'K \ ;7�1 ',ILK - - Nou , S E 7 64 -- .-•. HOUSE 550 566 �. DP2 j ^� - i I 7:T _.. -• WETIA D I. ;, ; . • . •. DP1 ; T N LOCATION MAP P '' .,; 7.; , ;� ETLAND' �' �1 '- `r•:4-:' 'TERRA Vineyard. Court \I, ,1 ®M� ~- '.� -. „� ,°7 �.. �T' ,.T�'�.T : - _ T _ . - _ - Renton Washington - , o� - i .•.�. ASSOCIATES g :.i�' I,. j--.. I - I,.. ; s i vironmental. Consultants. \, ; •r; , , ' a.. `' �!—'!� Proj.No. T-4011 Date Deo:1999 I Figure 2 DATA FORM. '.ROUTINE ONSITE,WETLAND..DETERMINATION Describe:General Site Forested,wetland Da• ta Point No.: . 1 Conditions: Site.Disturbance? _ : .Young broadleaf-trees, close to; landscaped yard, Location: 'S of TA-8;•A inlet channel has been ditched from-adj:property.' VEGETATION , Dominant Plant.Species : 1.');; .; :. Dominant Plant:Species v, 1 Sal ixscouleriana •- • FAC T 8 -Glyceria elata . FACW H. 2 Alnus,r.ubra. FAC T 9 . 3; Spiraea douglasii' FA,GW S; 10 -. 4. Rubus spectabilis FAC ' 'S " "1;1,: 5 Rosa'pisocarpa FAC S 12. , - , 6.: Juncus efftsus .: FACW ''H ':13 7 Carex sp: H '14 Percent of dominant'species that are OBL,FACW,and/or FAC': : 100% - • Is the hydrophytic vegetation criterion met? Yes Rationale: : :>'SO,%FAC,FACW,'or OBL • • SOIh. Soil Type: ' Alderwood gra velly,sandy'loam Hydrid Soils List: No :: • Histic Epipedon? 'No , Mottles? Yes: : , ' Gleyed? No : Matrix Color: . 10 YR 2/1 Mottle Colors: 10 YR.4./6, Depth:- 10"; Other.hydric soil indicators: Oxidized root zones Is the hydric soil criterion inet? Yes , , Rationale:` „Low.chroma with mottles - , HYDROLOGY., Is the ground surface inundated?' No , ,. Surface water depth: :Is the soil saturated?" Yes ,. _ • , Depth to free-standing waterinprobe hole: ' r Other•field evidence'hydrology: , Shallow swale with occasional surface flow'originating on adacent property, bare soil,' • matted leaf debris,'small topographic basin. • Is the,wetland hydrology criterion-met?_ ', Yes, , ;Rationales `, ,Evidence of inundation." • • =WETLAND.DETERMINATION, Are-wetland criteria met?. Yes " ' Rationale for wetland decision:- Positive indicators for all parameters.• • , Project Name: Vineyard Court Property Terra Associates,Inc: . Field Investigator(s):, T R.'Strong;' : „ . ' `12525.Willows Road; Suite_101: Project No. T.--4011 Date:• 4/15/98 Kirkland,Washington 98034 ;DATA FORM_;:: ROUTINE ,ONSITE WETLAND DETERMINATION 1987 T989• . Describe,General Site'. • 2nd or3rd'groivth forest . . Data Point No.:,- Condition's: Site Disturbance? : Close to house,-landscaped yard,fill, etc. 'Location: N of TA-8=A. ., VEGETATION -Dominant Plant Species. • 8 . Dominant Plant Species 1 Prunus.emarginata • ' FACU T•• 8 Rubus ur.sinus • , FACU V. .. 2 Salix s'couleridnd, ' T;FAC`: ' 9. Polystichum munitum • FACU H 3 Crataegus monogyna'. - FACU . S.` -10. , _:4-.- Corylus cornuta- FACU• S 11 ' S Oem'leria'cerasiformis , - .; FACU S 12 • 6 Rubus discolor" . FACU S ;1.3 7";` Spiraea douglasii FACW S 14. • ,Percent of dominant species that are OBL,FACW, and/or FAC: 22 % • = - ' " •.• " -Is the,hydrophytic vegetation criterion met? Na Rationale: <.50%FAG FACW, or OBL SOIL _• = Soil Type: Alderwood gravelly sandy loam Hydric Soils List No o • r Histic Epipedon?• No" Mottles? :No, Gleyed? No Matrix Color: . :10 YR 3/3 -Mottle,Colors: Depth: ',.10 '.-, Other:hydric'soil indicators' None . - • Is the hydric soil criterion',met? -No ; Rationale: :High chroma; no mottles: HYDROLOGY' ` Is the ground surface inundated? No Surface water:depth:. - Is the soil.saturated?: No • Depth,to free-standing'water'in probe hole ,Other-field evidence hydrology: Dry. Up:slope from edge of wetland , - , , • Is the wetland:hydrology:criterion met?, No , Rationale: No evidence of inundation orsaturation. t ':WETLAND DETERMINATION ' • Are,wetland criteria met? N0'' +•- Rationale for wetland decision: , No positive indicators for. any parameter. . . Project Name:_ Vineyard Court Property ,Terra Associates, Inc. -Field Investigator(s): 'T. R:Strong T252S Willows Road,Suite'101 Project No.:' T-4011 Date:. .`4/15/98: .Kirkland,Washington 98034 '. DATA FORM. ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General.Site 2nd growth mixed forest Data Point,No. 3 ; Conditions:, Site Disturbance?= • Close to driveway,All, etc. . = Location: ' —15'E of TA-13, • -VEGETATION. Dominant Plant Species -4- Plant Species - 1 Pseudotsuga menziesii FACU T 8 Polystichum munitum , _ FACU H •. ' 2 'Prunus emarginata - FACU T 9° • ,;4' ' . 3 Populus trichocarpa FAC ' T: 10 : , - . . • ' u • 4 Oemleria cerasiforinis FACU S. '11 : • 5 : •Rebus discolor , .FACU, S 12 _ • • 6 Gaultheria shallop ; • - FACU S ` 13 - ` 1 7- Rebus ursinus - FACU• ..'V �.1'4 Percent of dominant species that are QBL,FACW, and/or FAC:. , 12 %. Is,the hydrophytic•.vegetation criterion_met? No • -Rationale: < 50,%FAC FACW or OBL Type:: Alderwood gravellysandy loam y - No Soil T e:� H dric Soils List: � ,. Histic Epipedori?.:-- No Mottles? No . : •Gleyed? No , Matrix Color: 10 YR 3/3 - Mottle Colors. - Depth: 10" ' Other•hydric soil indicators: None; • Is,the hydric soil criterion met?- ,No= . Rationale:. High chroma;.no mottles.' - , • HYDROLOGY f ;: •Is:the ground surface inundated? - No . . Surface water depth Is the soil saturated'? No Depth to:free-standing water in probe hole: - ; „ . Other field evidence.hydrology: Dry:. Up natural slope from edge of wetland. . Is the wetland hydrology criterion met'? . No; Rationale No evidence of inundation or saturation. ' WETLAND DETERMINATION.'. _ ; . Are wetland criteria:met? No.= -• ` - „ Rationale for Wetland decision: No positive indicators for any parameter' • • : Project Name: Vineyard Court Property Terra Associates, Inc. Field Investigator(s); T. R..Strong 12525°Willows•Road, Suite 101 Project No:: -T--4011: Date: 4/15/98 Kirkland,Washington 98034 Ir , • DATA FO12M ; 'ROUTINE ONSITE WETLAND DETERMINATION l Describe"General Site- Forested wetland,' Data'Point No.: 4'. ,, :Conditions' - . •. - • • Site,Disturbance? Close:to.driveway,f lled area,,streets, etc: _ Location:, VEGETATION. , .Dominant Plant Species Dominant Plant Species g; , 1. • - Popuu'ls trich'ocarpa: FAO. T` }8` 2 Fraxinus latifolia FACW. :T, 9 3 Physocarpus,capitatus FACW S_ 10' : • `4•' Symphoricarpos'albus NI S ',11 5,: Spira,'ea douglasii . FACW.: S'.. ,12. -- 7- 14 Percent.of dominant species that.are OBL,FACW;and/or PAC: :.80%._- Is the-hydrophytic vegetation criterion met?' ,'Yes Rationale:' >'50%FAC,FACW or OBL } L . Soil Type: Alderwood grazvelly,sandy loam Hydric Soils List:'` ...No' Histic Epipedon? • No ". Mottles?' No •Gleyed?;, No . .. >.. . .. Matrix Color: :10.'YR.2/1 Mottle:Colors::, - " _ Depth: :10" ,Other hydric=soil indicators: _ :Is the hydric soil criterion met? -'Yes, Rationale Loiv..chroma°' HYDROLOGY Is the ground surface:inundated?: -No Surface:water.depth:,; Is the soil saturated?:, -Yes , •Depth to free-standing water in probe'hole:, `'�20" Other'field evidence hydrology: Moist to surface;'bare soil mud cracks,'matted'lreaf debris topographic basin . • Is The wetland hydrology criterion met?. , .'Yes :',Rationale: •Evidence of recent inundation., 'WETLAND DETERMINATION - - , Are wetland criteria Met? Yes`. '`Rationale,for wetland decision: Positive indicators for all parameters:' _Project Name: ' .'Vineyard;Court Property.` Terra Associates,Inc.: Field Investigator(s):,; T.R."Strong: 12525`Willows:Road, Suite 1-t)1 Project No. ;T 4.011. Date:• 4/15/98 Kirkland;Washington 98034,- • DATA FORM- ROUTINE ONSITE WETLAND DETERMINATION_-` 1987.1989.• Describe-General:-Site' Forested wetland = Data Point No 5 Conditions: . . Site Disturbance? s Close to recent clearing Location: —1 S'W of TA-4-A VEGETATION" Dominant Plant.S pp ecies ` Dominant' Plant Species r cd �, cd : 1 ; Populus trichoca'rpa FAC ' T ' '8 -Carex canescens FACW. H 2 Fraxinus latifolia' FACW T 9 'Polystichum munitum FACU H', 3 Rubus spectabilis • - FAC S 10 4 Rubus_discolor , FACU ' S 11 5'. Ilex aquifolium FACU S 12. : ' • 6 Spiraea douglasii , , - - -FACW. S, 13 7' Carex obnupta OBL- H 14 Percent of dominant species that are OBL,FACW, and/or FAC: 67 Is the hydrophytic vegetation criterion met? Yes ,Rationale: > 50%FAC, FACW, or OBL soli I Soil Type: Alderwood gravelly sandy loam , Hydric Soils List: No Histic Epipedon? Yes Mottles?' Traces Gleyed? No - Matrix.Color: 10 YR 3/2 _ Mottle Colors: . .10 YR 3/4 Depth:, 10" Other hydric soil.indicators: Saturated Is the hydric soil criterion'met? Yes Rationale: Low chroma with mottles . HYDROLOGY. Is the ground surface.inundated? Yes Surface water depth: 2" • ' Is-the soil saturated? Yes ' - • Depth to free-standing water in:probe hole: Other feldeyidence hydrology:.. Broad shallow swale. —6'froin flowing water in stream channel. Is the wetland hydrology criterion met? Yes Rationale: Inundated and saturated. ' WETLAND DETERMINATION Are wetland criteria met? Yes' • Rationale for wetland decision:' Positive indicators for all parameters. Project Name:' . Vineyard Court Property Terra Associates,Inc. ' Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 Project No.: T-401`I Date: 2/25/99 Kirkland,Washington 98034 i; DATA-FORM ROUTINE ONSITE'WETLAND DETERMINATION- 4987 1989 Describe.General'Site.: Cleared Blackberry thicket prior to clearing , 'Data Point No.: 6 Conditions: „ " Site Disturbance? Recently cleared Location: " I5'E of TA-3-A VEGETATION Dominant Plant Species 5; Dominant-Plant Species ' 1 . No"vegetation, 8. • 2. 9 2. . 5 1 " 7. 14 •� Percent of dominant species'that are OBL,)~•ACW;and/or FACT. - . Is the hydrophytic vegetation criterion met? :- Rationale: ,Undetermined SOIL -Soil Type: .Alderwood gravelly sandy loam: Hydric Soils List:, ; No Histic'Epipedon?. No Mottles?: No Gleyed? . . No Matrix Color 10.YR.3/3 Mottle,Colors: ' -- Depth: "10" . Other-hydric soil indicators;- None _ Is'the hydric'soil=criterion met? No . Rationale High chroma, no.mottles - HYDROLO,GY', - Is the ground surface inundated?. No Surface'water depth: , Is the soil saturated? Yes , ' Depth to free-standing water in probe.hole` ':—10"at end of wettest winter..on record.., Other,field.evidence hydrology:,' None Upslope from stream channel. Is"the wetland hydrology criterion met? NO , - Rationale No'evidence of long-term saturation ' ' WETLAND DETERMINATION . Are,wetlandl.criteria met?: ,.No `: I Rationale for wetland decision No positive inclica torsloi7 any parameter. Project Name Vineyard Court Property - " ' Terra Associates,Inc. Field Investigator.(s): T. R;Strong 12525 Willows Road, Suite 101 ' Project No.:, T 4011. Date:. :2/25/99 Kirkland,Washington,;•98034 • • DATA FORM • ROUTINE ONSITE WETLAND DETERMINATION; 1987 1989 Describe General Site. 'For,ested wetland, Data Point"No:: .:' 7 Conditions::Site Disturbance? , Downstream from"detention pond/created wetland" . Location: —15.'E of TA-4-B, , VEGETATION;. " ; Dominant Plant Species chi - Dominant-Plant"Species „' 1' Acer macropliyllum', .' - FACU T, :8 2_ Fraxinuslatifolia 'FACW ."T" 9 ,'. .' , .13 Rubus spectabilis. , , FAC .S., 1 . - - . _ 4 Cornus stolonifera FACW S 11 5 Carex obnu to •OBL. H`- 12 ` - • :. 6 Po'lystichum munitum FACU H " 13 " • - Percent of dominant species that are OBL,FACW;•and/or FAG: "67% . ': Is the hydrophytic vegetation criterion met? Yes Rationale: > 50%FAC, FACW:or OBL ; SOIL Soil Type:: .Alderwood gravelly sandy loam Hydric Soils List: No ' - - Histic Epipedon?, . Yes Mottles? . .No; Gleyed?, No •. Matrix Color: 10 YR 2/1" Mottle:.Colors:, - .: Depth: 10;"'. Other hydric soil indicators: --:Saturated Is the.hydric soil criterion met? ,Yes Rationale: Low chroma,;saturated •` ; IIYDROLOGY Is the ground surface;inundated? No • •. Surface•water depth - ' - . Is.the'soil saturated? ' .Yes. : Depth to.free-standing water,in probe,hole: To surface- - - • " ' ' Other'field evidence hydrology: Broad, shallow swale. -20'from stream channel"with flowing water., Is the wetland hydrology criterion met'? 1,, Yes.` Rationale Saturated; . ; ' WETLAND DETERMINATION - Are wetland criteria met? ' Yes , Rationale for..'wetland:decision:. Positive indicators for all parameters, ;_ ' • Project Name Vineyard Court Property :" Terra Associates,Inc: Field Investigator(s): T R.Strong - 12525 Willows Road, Suite,101 Project No.: T 4017.'. Date :2/25/99: Kirkland;Washington 98034 { :' DATA FORM ROUTINE'ONSITE WETLAND DETERMINATION. 1987-,1989 Describe General Site 2nd,growth mixed forest Data Point No.: 8 : Conditions: : . , Site Disturbance,.,, ; Close!o street, residential areas.` Location: of TA-4-B'' •. • „ VEGETATION : Dominant Plant Species :Dominant Plant Species" 4 Pseudotsuga menziesii FACU :. T 8 Rubus ursinus FACU V 2 Prunus emarginata FACU . T . ; 9 Polystichum munitum FACU` H ,' 3 Acer macr.ophyllum : FACU T 10 4• Rubbus•discolor FACU, S. 1.1' FAC'' S Rubus sp ectabilisi 5 _12 6. 'Oemleria ceras forniis ',.''' UPL S 13 , 7 Corylus cornuta - FACU S..: 14 :r Percent of dominant species that are OBL,FACW; and/or FAC: - 11 Is the hydrophytic vegetation'criterion-inet? No. Rationale: <50'%FAC,'FACW or OBL "`. Soil Type: Alderwood gravelly sandy.loam' : Hydric'Soils List:: No" , , Histic Epipedon? No: • : , " 'Mottles? No Gleyed? No. Matrix Color 10.YR 3/4:, Mottle;Colors - , Depth: • IQ'` ' Other hydnc soil indicators ,None _ Is the hydric soil:criterion met? No :Rationale High•chroma, no mottles: , • - Is the ground'surface inundated? No Surface water depth: - Is the.soil saturated?- Yes Depth to free-standingwater in probe hole: :—16"at end of wettest winter:on:record. -• . Other field evidence'hydrology None. Upslope from edge of wetland.: � ' f inundation;or saturation: •• 1Vo - No.evidence o -Rationale:'h r lo•' criterion met.Isthe wetland yd o gy . � f . WETLAND DETERMINATION" Are wetland criteria met? No , . Rationale for wetland,decision: : ""No positive indicators for:any parameter. -. Project Name: Vineyard Court Property `° TerraaAssociates, Inc. : .' Field Investigator(s): -T. R.-Strong.: 12525 Willows Road,;Suite 101.;- Project-No. T74,01"1 Date: 2/25/99 ,_ Kirkland;Washington 9$034 DATA FORM. ROUTINE ONSITE WETLAND DETERMINATION 1987,1989 Describe:General Site _ Forested wetland - '. Data Point No.: 9 ' Conditions:, Site Disturbance? Close to 'recent'clearing 'south of detention pond/. "Location: —10' WNW of TA-9-A f. wetland , VEGETATION • ". Dominant Plant;Species v` ' Dominant Plant Species',' -, .' 1' Fraxinus lat folia FACW T '-8 - .. 2 Acer circinatum ' 3. Rubus discolor FAC-U. S- 10 : . 4. Carex obnupta: OBL H :1.,1 " 5.. Glyceria elata FACW H 12 6 13 'Percent of dominant species that are OBL,FACW, and/or FAC ; 80 Is the hydrophytic vegetation criterion met?" Yes,' , Rationale:' > 50%FAC.FACW, or OBL „ SOI Soil`Type: ", Alderwood gravelly sandy loam Hydric"Soils-List: No • . Histic Epipedon? Yes .Mottles?" • NO 'Gleyed? ,; No Matrix:Color: 10.,YR 2%1 `. • Mottle Colors: Depth: "' 10 Other hydric soil indicators:. Saturated high organic.content ', " :Is the hydric.soil criterion met? Yes. Rationale': Low:chroina,high organic content : HYDROLOGY, _ Is`the ground surface-inundated? Yes Surface.water depth ;- ,8. , • i Is the soil saturated?. :Yes Depth to=free-standing water in'"probe hole: '- . Other;field evidence,hydrology :Center offlowingstream channel. 7saturated Yes Inundated and sa at IS the wetland'li .drolo criterion met. � Rationale: � - • WETLAND DETERMINATION. Are wetland criteria met? . Yes. Rationale'for wetland decision Positive indicator's for.all parameters: Project Name:c, Vineyard Court Property _ ' Terra.Associates,Inc.' ; : Field Investigator(s): T. R. Strong . 12525;Willows Road, Suite 101 ' Project No:: T-4011 Date::: -2/25/99' Kirkland,VaShington 98034 DATA FO'R1VI , ROUTINE ONSITE WETLAND DETERMINATION 1987 1989. Describe General Site ° 2nd growth.mixed forest 'Data Point No.: 10 Conditions: Site Disturbance? Close to recently cleared'area, .close to recent _Location: • -l5'E of TA-9-A' subdivision VEGETATION Dominant Plant Species Dominant Plant Species 1 1 �sgua h'eterophylla FACU T-.' ,.:8 = 2'; Thuja p'hcata FAC T_ 9 .'._ 1 " `3 ` Prunus emarginata FACU T 10 : 4 'Acer:circinatum FAC, S, "1:1 ': 5 Rubus discolor.•• FACU. - S; 12; • - : 6 Gaultheria shalton FACU S- :13, :7 Polystichum munitum ' FACU : 14'. , .Percent of dominant species,that are OBL,FACW,and/or FAC: 28,%-, Is the hydrophytic vegetation criterion,met? No Rationale:-- < 50':%FAC;'FACW or OBL • , ii SOIL . Soil Type Alderwood gravelly sandy loam Hydric Soils List::'...-No: : : " No - 9. No Gle-ed? No Histic E i-edon. _ '1Vlottles`. - .. - Matrix Color: 10 YR 3/1'.: Mottle Colors:: 'Depth: 10' • { _ - Other hydric soil indicators: None . .- - Is the hydric soil criterion'met? No Rationale: "High;chroma,;no,mottles... ', HYDROLOGY' . Is the ground surface inundated? No Surface water depth:- -. , Is.the soil sa''turated? _ ;No. Depth to free-standing Other d ev den e hydrology: roNo`ne. Upslop from steam chann _. p I's the_wetland hydrology criterion met? "NO Rationale: No:evidencef o inundation or,saturation, f , . WETLAN D DETERMINATI ON - • , Are wetland criteria met?: ' `No- 'Rationale for_wetland.idecision:= No positive indicators for any parameter. ' Project Name:.. ;Vineyard Court"Property` - _Terra Associates,Inc; 'Field Investigator(s): 'T R:Strong 12525 Willows Road, Suite 101 Project No.: T,-40.11 . ,Date: 2/25/99, 'Kirkland,Washington 98034 • • • Q Ln 14iII 4 = E. .:e 11 ' a _ o w a. J 9 J j O of f kin % L •___ C, _ 7._ _....,___j.„.... _c_47.....,..,,.....7..N___ ,04:7_ COt N2 __ 113 C.,nt ss sros,.f - ' ---- 13111 1 r..4 E„o-.w w sw 1p I- N (MV.¢u ro to. aq 7 ILa` No < mow 070 ___ .__ EARTH ELEV.�' I I X g 370.0 po $ & $ $ Al .41 &$ .12 A$ g s§ 5$ d .1 it I 111 Elm roy 0.00 1.00 2.00 NOD .00 0.011 ..00 7• Uai N.E. BL14TREET sutra soli 1-w a �71 g 1 K AU 5 = - I 1 r s J idit s 0 T.MFaZ 420 410 412 a� I I. 111 0+0 IS 0 f1t.9:.YC•..- - 70017 n' s�90°fe ex-.-- - d G '0°LiP11N= ��IF�-ii sea B B I B�! - 2" ,,,L111-umomm�i132i01 b I ��Siner.. g sr IMIIIIIIMIIIIIIIMMIIMIFM 3 26. • u�1-���1f a 1 .7.......MIIMIll _ n2 PATW ELEV.• ���i �� 7.00 ..00 .100 10.00 11.00 12100 N00 1.00 VASHON AVM. N.E Wit r.,r r.r-ta American Lncrn..t. . 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AEC 91338 Corporation 9hp1 ,"P A ROne,l_T•30 r.OM)a61_rJ, •4 . r......... z i A—NNNNAA CCMMENTS „?q " • 04:2100-0510-04 • \ S1MKOVA MARCELA 6'09599 A3530 NE OTH FL RENTON WA 980S6 , • 042100-0515-C9 JU.NJEK WILLIAM Z 3NS074 4 35'36 NE 6TH PL RENTON WA . 98035 • 042100-0520-C2 BOCKMASTER JOHN A 639599 630 TACOMA AVE NE RENTON WA 98036 ' 042100-0523-07 CUFFELL GARY L 79j5 626 TACOMA AVE NE • RENTUi WA 96056 .• • 042100-05SO-CO HAUGAN RICHARC R 63999S 620 TACOMA AVE NE RENTON WA - 9305o • . , • U42100-0535-05 LGNAHUE GErALU1NE M 616, TACOMA AVE NE RENTON NA ' 3C56 0421(30-0540-OS JACOBSON GARY L+LiNbi LT39999 612 TACOMA AVE NE kENTON wA 93036 042100-045-03 MANION MICHAELENE M 01.195 6,C8 TACOmA AVE NE RENTON 'AA .J8U6 042100-0550-C3 BA1,:,Ry C 038024 PC BOX 6132 BELLEVUE NA 96039 0421U0-0555-O0 ESCAmILLA SALVAOOR ESCAMICLA FLIELIA (ADfUAmA 4(120 NE 6Th RENTON WA • • • • , 042100-0560—C3 • RLSS AMY bC UNION AVE NE RENTON WA 96056 042100-0565-06 'eAXTER JOHN 699399 LCS UNION AVE NE . RENTON WA 9805.9 • 04.2100-0570-01 TRUjILLO LGUIS E+HONOR1A G 0799j9 613 UNION AVE NE RENTON WA 960-39 042100-0575—C6 HC1A,E EVELYN O34691 14546 SE 51ST ST 1ELLEVLE WA 98(..10o • • 042100-058O-09 KANG MARY S 059999 651 UNION AVE NE ' . RENTON WA 98059 . 042100-0585-04 EARRANS ROBIN Ri-KAREN L 919999 655 UNION AVE NE RENTON WA 98059 042100-0590-07 CTT K 3 K 91)0037 21005 132ND AVE SE KENT WA 93042 042100-O595-02 GREFTHEN RICHARD g+NICOLE L07'9i9 663 UNION AVE NE • RENTON WA 93056 092305-9041-01 WALTER WHI LE+WALTER SOREN949999 • 673 -UNION AVE NE RENTON WA 90059 • 0923G5-9048-04 .ROTEN ANTHONY L 839949 525 UNION AVE NE RENTON WA 98059 • 092305-5106-G3 VISION HOUSE 809999 P 0 EOX 2951 RENTON WA 98056 . . • • 092305-9169-07 • VISION HOUSE 6605.96 FC BOX 2951 RENTON wA , 9305o 092305-9211-05 SwANIGAN LAVELLE-I-KENNETH 7-,Y999 555 UNION AVE NE RENTON WA 9605b 092305-9212—C4 ELON20 WINSTON Si' 4011 NE 6Th ST RENTON WA c)8055 092305-9214—C2 DYKES JAMES FREU+OONNA JEAN'5N9999 537 UNION AVE- NE RENTON wA 052 092305-9236-06 UINSTON ELON20 SR-cvALLENA C0393-39 4011 NE 6Th ST RENTON w4 - 8055 . . 102 05-9029-04 SUND UIST NORMAN Li-JOANP L 039999 4E47 S 282ND St ALEURN WA 98001 1023 i5-9056-00 B ANDAL PAUL :RI UTH E 162431 1309 SUNNYSIDE BLVD EVEi ETT WA 96205 • 102305-9100-0;5 WINDSOR ASSOCIATES LTD PA; T7N99 H 9777 WILSHIRE BLVD STE 710 BEVERLY HILLS CA 90212 • 102305-9102-04 WILLIAMS CLARENCt+LEUNA 429599 550 UNION AVE NE RENTON WA 98059 • 102305-9114-00 NELSON 3TAFFCRD+FRt1NCES 059999 • P 0 'BUX 2134 RENTON WA 98030 • 102305-9236-03 i<ING MICHAEL S+15RENUM L 579999 622 UNION AVE NE RENTON WA 960 9 . I02305-9282-06 JEFFREY ELLA J4006 656 UNION AVE NE RENTON WA 96059 102305-9234-04. WRIGHT NAThANIELfJR 352544 658 UNION AVE NE •RENTON WA '98056 102305-9285-03 WRIGHT NATHANIEL JR+WILLIE 1b0832 68 UNION AVE NE RENTON WA c.I6O36 102305-9266-02 ' WRIGHT NATHANIEL JR+WILLIE .,.133310 658 UNION AVE NE RENTON wA 98056 102305-9309-05 PETERSEN JOHN E JR J99999 . . . 748 VASHON PL NE RENTON wA 9805-J 102305-9345—C1 LAUGHERTY GREGORY WAYNE 709999 12201 148TH AVE SE RENTON WA 980E09 • 7 102305-9411-00 • TCKARSYCK JA4ES+JUDITH 599999 1203 PIERCE PL NE RENTON WA 98056 102305-9421-08' • PETERSEN JOHN E JR 850387 PETERSEN LORRAItNE N 748 VASHON PL NE RENTON WA 58039 • 102305-9422-07 JACKSON BR,IAN M+JACQUELINE 889999 • 755 VASHON PL NE RENTON WA 98058 325970-0010-05 • MCLENDON TED 4 GERRY 401i69 • .5750 MATTERHORN PL Nw ISSAQUA}- WA 98027 325S70-0020-03 KEYES CHRISTINE A 189999 4231 NE 5ih ST 4:A102 RENTON WA 98 5b 325970-0030-01 CARLI SANCRA 6299--19 4231 NE 5Th ST A103 •• RENTON WA - 8059 325570-0040-09 GEhRING JANET E 769999 • 4231 NE 5Th ST i'.=A201 RENTON WA '1'8059 •325570-0050-06 SCHMEICHEL WILLIS H+CHARLEN629999 14311 148Th , FL SE RENTON WA 98059 325970-0060-C4 MELCALF CARLA L . 699999 4231 NE 5Th Si A203 RENTON WA 98059 - 325970-0070-02 BAKER ROBERT E. ANGIE 9720967 4231 NE 5Th ST 4...6-101 RENTON WA 325970-0080-00 LOWY ROBER1 0 929999 4231 NE 5Th 31 102 RENTON WA 98059 325970-0030-08 SHIONO KEIKO 411713 4231 NE 5Th ST, . -1.03 RENTON WA 95056 • • • 325S70-0100-06 ROMO JAMES A 649599 4231 NE 5Th ST ,i,',r.6-201 • RENTON 11A '98059 ' 3259,70-0110-04 •• LEWIS NANCY A 3NC7D9 4231 NE 5Th ST B—202 RENTON WA 98C59 325S70—0120—C2 SALOMON TAMARA L bS3999 • 4231 NE 51h ST • ' • RENTON WA 9601)6 325S70—0130—00 LOLA:SE-RS GLORIA M 091763 4231 NE 5Th ST APT C-101 • RENTON WA 98059 • _ . , . ( • • • • - • 32557O-0140-C3 AEBOTI PAMELA SUE 359a9 4231 NE 5Th 51 =C-1O2 . - RENTON WP 96E5a 325970-G130-05 HGHNE E 3 11C236- PG EOX 78153 SEATTLE WA 38176 325970-0160-Ci 2ROMAN CEC1L¥ M 69999i 4231 NE 5Th ST »C-2O2 RENTON WA 960 325570-017D-01 DIAMOND SLSAN MARIE 8N9999 4231 NE 5Th ST RENTON WA ZJ C 9 325970-0160-C9 KEYES CHARLES R s35999 4231 N£ 5Th ST 4L1u2 RENTON WA 95059 325970-0190-07 MIYAHARA TIMOTHY 619999 • 42231 NE 5Th ST ::C-103 RENTON WA 98059 325970-0200-05 RESOVSKY NANCY L 9 .3617 4231 NE 5Th 5f #0 201 RENTON WA 98059 325570-0210-03 NORCSTOti JILL 0 039999 4231 NE .51H ST U 202 • RENTON WA 9E059 325570-0220-01 HCISINGTO►N LIN-MA tIE 579999 4231 NE 5Th ST ==0203 RENTON WA 95059 • 325570-0230-09 HOFFMAN W 610533 4231 NE 5Th ST ;1E101 RENTON w.A 9EG59 325970-02440-07 SHIM1 ZU A 1i) HELEN 009999 4231 NE .5Th STREET - E-102 RENTON WA 98039 325570-0250-04 . . LENT h0 ARE L+BETTY A 939999 4231 NE 5Th 5T =E 103 \ \ RENTON WA 98059 \ ^ . 325970-0260-02 KEATON TAM1 J O99999 . g 4231 NE 5Th ST iE 201 RENTON WA 96059 325970-0270-00 RICHTER GARY4KAMPHAU3 KR£31569999 . . ,/ 4231 NE 5Th ST =E202 RENTON WA 98036 325S10-0260-06 z . , LAU KWOK HO G+{OR M1U LING 499999 « 4231 NE 5Th ST 4E203 RENTON WA 93059 640350-0050-08 . IRAN LINK MY 50A005 V 4331' iE 6Th CT RENTON WA 960J9 64u.150-0060-06 CHUNG MINH C*THUONG LE 679999 V 4325 NE 6Th CT RENTON WA 98059 640350-0070-C4 ONG TONY 009959 V 4319 NE 6Th CT RENTON WA 93059 • 640350-0080-02 SIPRASEUTh THOMAS 139959 v 4313 NE 6TH CT RENTON WA 9,309 • 640350-0090-00 hASS STEVEN P+LESLIE HASS 67NA,•..!3 v/ 4307 NE 6Th CT • .ENTON wA 56059 640350-0100-C3 TANG GARY G 739599 V 4301NE 6TH CT RENTON wA 98059 . 640350-0110-06 VUNGSP BOUNSY+LEUTh ISi'49599 s3OU NE 6Th CT RENTON wA 98059 • t4u .Joo-4.:1,1-u—u4 CYROU5 + .5HAHNA2 06O6o7 j- 4306 NE 6Th CT RENTON WA 9605 64035U-0130-02 TSE KAR WING+YEUN LAM FUNGb899 v' 4312 NE 6Th CT RENTON WA • 980'59 640350-0140-00 . PHAM TUYEN K 01399-.) ' 4316 NE 6TH Si RENTON WA 64O350-0150—C7 YEE KIN L4CHRISFINA M 11999J - 4324 NE 6TH CT U7 RENTON WA ,Jeosci • 64C350-0220—C3 BOEN JOHN R+EL1SE A b,8NOI4 44O7 NE 6TH FL RENTON WA '38CS9 • • • • • WONG RICXY+LESLEY 719999 • v' 4-401 NE 6Th FL RENTON wA 9•8059 640350-0240-09 LALINE5 MELECIO B LOLITA 773121 1/74321 NE 6Th FL ' RENTON WA 98059 640350-0250-C6 • • • ROEINSON LARREN wAYNE+SUSAN719999 v/ 43.15 NE 6Th FL RENTON WA . 98059 • • 640350-U260-04 . . SCENER DAVID H+5U5AN 5 609999 V 4309 NE 6Th FL RENTON WA 98033 640350-0270-C2 • ALI KhLAJi MOHAMMED 072267 YA5M1N 1/- 4303 NE 6Th FL RENTON wA 98059 640350-0280-00 • YUEN WAYNE+GRACE E 729999 V 4302 NE 6Th FL RENTON AA 98056 _ • • • 64Ui5k.)—Od'JU—Ui5 KOVACElalCh BRIAN R4r3ETh K 722:016 4308 NE 6TH FL RENTON WA '96059 640250-0300-06 BUONO CANON A+CINO R 01999'J 4314 NE 6Th FL V RENTON WA 96059 64C350-0310-04 OhLSON JANES Ki-VALJENE A 6N999'J v 4400 NE 6Th FL RENTON WA 'J8059 640350-0320-02 • BUENAFE ROMMEL I ET AL 73959L.) 4212 NE 9TH CI RENTON WA 9809 640250-0330-00 • LE KHANH TAN 09999J 6E1 BREMERTON AVE NE RENTON WA - ' b4U-tzW-U.540-eb NEVI KiT o$J5999 V 657 ilREMERIONAE • RENTON WA 960D9 64U350-0350-05 SENATORE MATTHEW Ai-DONNA R i719 6E:5 BREMEFTON AVE NE RENTON WA 98059 640350-0360-03 12:UTTAR BALJINDER Sve.A5PhAL 02SOUi6 671 liREMERION AVE NE RENTON WA 640350-0370-01 SLLLIVAN TERRY M+JUDITH A ba9')I-49 4405 NE 7Th ST RENTON WA 16CDt; 640350-0360-C) KAwASAKI CV Y 4323 NE 7TH ST RENTON WA 644.131.50-03J0-07 RUCK MICHPEL L +LISA A 4317 NE ifh ST R .NTUN WA 1 b4U U—U4UU—U5 SUEN WILL/AM CIHUI-JEN UN9999 v- 4311 NE 7TH ST RENTON WA aaosw 64035O-0410-C3 2 ZA£ACK RODNEY G o35999 2 4305 NE 7TH 5T • RENTON WA 98059. 640350-042O-C1 GRABER TIMOTHY W 039999 4304 NE 7TH ST RENTON WA 98055 640350-0430-09 FISCHER M}CHAEL a & KATRLNAUi49IU ® 4310 NE 1TH ST RENTON WA 98055' 640350-0440-07 MCGRATH SHAWN M 679959 4316 NE 7TH ST RENTON WA 98055 64U350-0450-04 TUAZON FREEERICK P 699999 • 4322 NE 7Th 5T RENTON WA 98059 640.1!50-04b0-02 BALAIS ROGELIO C-I-LOLITA 5 520114 4404 NE 7Th 5T RENTON WA 98059 640350-0470-CO LINH KIM NGAN Er AL 149999 4410 NE 7Th 5T RENTON wA 98059 • 640350-0490-C6 LUCKETT JENNIFER 989999 ; 4 742 UNION AVE NE RENTON WA 96059 • 640350-0500-04 WILLIAMS COLLEEN L STERLINGODO6J7 j 4102 NE 7Th 5T RENTON WA 98059 640350-0510-C2 HARBERT SCOTT 04-DANA L 741534 Q 4108 NE 7TH ST RENTON WA 96059 . _ • • • • • cro—unu—ou GGNZALEZ HECTOR E e. 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CT #102 RENTON wA 98056 • 683430-0390-01 • BINGHAM LILLIE BEATRICE j49999 4210 NE 51-h CT #103 RENTON wA- -980S9 • " . • • • • hJi4;U-U4UU-v`7 ANL EWS MICHAEEL C+CARQL t 049599 4310 NE 5Th CT 4104 RENTON WA ) 98058 68343O-0410-C7 5KELLE.Y GRANT 059999' 6547 COAL CREEK PKWY SE PME 324 NEWCASTLE WA .98059 • 635430-0420-05 - LONG ANNETTE 059999 3325 NE 17TH PL RENTON WA 98056 • 68 3 4 30-0430-03 • hINTZE KALISA M 089999 561101 ANACORTES CT NE • RENTON WA 98059 68 3430-0440-01' GREGORY ELAINE MARIE 079999 361 ANACORTES CT NE 4102 RENTON iA • 980'9 683430-045C-08 RUfiPAkIS (MARK K 09 j9''39 561 W ANACORTES CT NE 4-103 RENTON WA 58059 bJittifJ—UgibU—Ub DECARO DINA M 059999 5E1 ANACORIES CT NE iT,104 RENTON WA 98059 683430-0470-04 • RANI DIANE M . 009999 561 ANACORTES CT NE 105 RENTON WA 98059 • 663i430-0460-02 PARKINSON JONATHAN+MOLLIE 079939 1.f670 915T AVE SE • MERCER ISLAND WA 96040 • 683ii30-0490-00 OLFKY JAMES M 119999 555 ANACQRTES CT NE 41101 • RENTON wA 98059 683430-0500-08 . 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MAE 690061 4119 NE 5Th ST • RENTON WA 98059 880700-0090-09 LINDNER J0f-sN J _ 982745 • 4201 NE 5Th ST • RENTON WA 98055 • 880700-0100-07 NGUYEN JOHN COONS 905018 4203 NE 5Th ST • RENTON WA 98039 • 880700-0110-05 ANDERSEN SARA A 009599 4205 NE 5Th ST RENTON WA 98059 860700-0120-03 WASHINGTON-HARVEY CARMELA , M059399 4207 NE 5Th 5T a4207 RENTON WA 98055 • • • • • • 66(A00-010-01 ANDERSEN R ANNETTE 500927 4215 NE 5TH 5T RENTON WA 98059 ,.e3C7C0—0140—C3 HAMADA ALAS N 61.99--],9 42.17 NE 3Th 5T RENTON wA 980.5s 860700—C150—C6 ChAMiiERS itiONDA R 1.299,,J9 42C1 NE 5Th ST 421.9 RENTON WA 98059 66C7C0—C160—04 SALGADO viCTC M 7c.)99:J • 4221 NE 5Th ST RENTON WA 96G5c„; 88030—0010—C6 • BLI.?,GY MARVIN C '7.,LP-3599 41C2 NE 5Th ST RENTON wA 9,P,c56 • • • 86u;30—uu.eu—u6 • • PRIMLANI KAYLEE 9,04418 4104 NE 5Th ST RENTON WA 98CL5 880930-0030—C4 19,05KWA MARSHA & MARVIN 3NI240 18622 SE 174TH WAY RENTON WA 38056 680930-0040-02 EGAN CIANE L 64NU4iI. 4110 NE 5Th •RENTON WA 98039 880930-0050-09 LUKIN JERRY N JR+ZECCHINO— L8N999 , 4114 NE 3TH ST RENTON WA 9803c/ 880530-0060—G7 TERRY LAUREL A 139999 4116 NE 5Th ST RENTON WA 98 ,9 860930-0070—G5 • KEu FAMILY Tiwsr I 1E713 NE 18Th 4;F5 EELLEVLE wA 98008 ZEE JULIA F Z6-9g99 4122 NE 3Th ST • RENTON WA 9805E • 880930-0090-01 LEONG LINEA Y .975190 4126 NE 5Th 5T SEATTLE WA 98059 830930-0100-09 SIMMONS VICTORIA N 032010 4128 NE 5TH ST RENTON WA 98059 850930-0110-07 Sit GERMAN MARLENE 66'9999 4200 NE 5Th 5T . FENT3N WA 93059 • 880930-0120-05 THLERINGER TREASA L 3399)9 4202 NE 5TH ST RENTON wA 980E39 . . . _ FRASAL AVINASH J 5A5HT. 750604 2100 JONES Pi_ SE •RENTON AA 98055 , . 880530-0140-01 MCCLELLAND CAROL A • 4206 NE 5Th •RENTON AA 98066 ' 860530-0150-06 JOLLIE IRENE M 4299-145 4212 NE 5Th RENTON AA 58,05b 880530-0100-06 CRLICKSHANKS FRAN JULIE 4-O9995 4214 NE 5Th STREET RENTON wA 96059 ; 880530-0170-04 CCM85 BRIAR Hi-CHERYL A i.fc9545 4218 NE 5TH 51 1;4216 RENTON wA• 880530-0160-02 VAN AINKLE RAYMOND J zd959‹.i 4220 NE 5Th , ST RENTON AA 9603'.:J • • • • • • • • • • • • • • • SHLP.LEY A 2UZC29 • 41C2 NE 61h FL UNIT 1—A RENTON WA 96059 -68096U—0O20—C9 MCAMMOND MARK U119999 • 4104 NE 6fh FL i1.113 RENTON WA S46059 86(1560—0030—C7 • TAbACEK CAROL , c,71147 2C29 FIELL AVE NE RENTON WA 98056 ' 86O560—00_40—05 TABACEK CAROL 645721 2C25 FIELC AVE NE RENTON WA • 98U5b 88Ci60—0050—C2 TABACEK ANNE M 6-59999 4114 NE 6Th PL RENTON WA . 980'59 • • • • doL'IbU—U(MU—UU - 50KOLOSKI LAVIO V+CLAIRE J4i9999 4116 NE 6TH FL i;.ENTON wA 98JS9 8944/5-0380-CO ChAN ANTHONY V+NINA P 66999 4E11 NE 22N0 PL RENTON wA • 694475-0390-C6 • • LE MINH-THIET I 060667 +O25 NE 5TH FL RENTON 104A 96056 694/J75-0600-C6 DANGEO ESmER1A 119,,n9 7216 RAINIER AVE S SEATTLE wA -,J811.6 894q75-06.10-C4 KITH SOM NANG 4C13 NE 'Si+ FL RENTON WA 9e3CE6 • • • • ., r.R, CITY ( RENTON s I"4''. Board of Public Works Jesse Tanner,Mayor September 15,2003 U��FI C/7),p yF Robert Wenzl OPNT,o Darnell, L.L.C. sep P.O. Box 2401 Kirkland,WA 98083-2401 /9FeFi ?003 SUBJECT: RELEASE OF CASH DEPOSIT OFF-SITE DEFERRAL THE VINEYARDS,LUA 00-029,550 UNION AVE.N.E. Dear Mr. Wenzl: The City has approved your installation of the paved roadway fire access for The Vineyards. Therefore, please find the enclosed City of Renton check in the amount of$12,279.38 which represents a return of the cash security you posted, as required by the Board of Public Works. You may call Juliana Sitthidet, Board Coordinator, at(425)430-7278 if you have any questions or need additional information. Sincerely, itJei Neil Watts,Chairman Board of Public Works cc: Neil Watts,Chairman Gregg Zimmerman,PBIPW Administrator Juliana Sitthidet,Board Coordinator Jan Illian,Plan Review Mark Wetherbee,Inspector LUA 00-029 File I"I.Fitcsys\BPW wncspondeuce 2003 RENTON 1055 South Grad Way-Renton,Washington 98055 AHEAD OF THE CURVE CO This paper contains 50%recycled material,30%post consumer Judy Walter- Re: The Vineyards D *al Page 1 From: Juliana Sitthidet To: Illian, Jan; Kittrick, Kayren; Walter, Judy Date: 9/5/03 8:18AM Subject: Re: The Vineyards Deferral All, The deferred improvements for the Vineyards(paved fire access) are completed and accepted by the PW inspector. The security device can be released. Juliana >>> Jan Illian 09/02/03 12:26PM >>> Good afternoon Mark Bob Wenzl is requesting to have funds released for deferred items under U030262. The fence he was to put up along the north side of 6th has been installed to the satisfaction of Elizabeth Higgins. Has the pole at the corner of 6th and Union been removed? Are you aware of anyt outstanding items which need to be completed before release of funds? Thanks Jan CITY 4 i RENTON Board of Public Works Jesse Tanner,Mayor February 19,2003 Robert P.Wenzl Darnell LLC P.O. Box 2401 Kirkland,WA 98083-2401 SUBJECT: OFF-SITE DEFERRAL THE VINEYARDS—LUA 00-029 550 UNION AVE.N.E.,RENTON,WA Dear Mr.Wenzl: On February 19,2003,the Board of Public Works met to consider your request for a 90 day deferral of curbs,gutters, sidewalks,paving,street signs and a pedestrian handrail(on future N.E. 6th St.). Your request was granted, subject to the following conditions: 1. Applicant will provide approved fire access roadway that will support a 40-ton fire apparatus with appropriate paving(ATB layer). 2. A security device,acceptable to the Board of Public Works,in the amount of$ 12,279.38(150%of the estimated cost of the deferred items)be in place to cover the deferred improvements. 3. Street signs be installed as originally required,being that they were denied deferral by the Board. Once the deferred improvements have been installed,written documentation shall be submitted for the record and the security device will subsequently be released. You may call Juliana Sitthidet,Board Coordinator,at(425)430-7278 if you have any questions or need additional information. Sincerely, Crystal McMeans DEVELOPMENT NT NN'NG Recording Secretary C OF REM O� Enclosure FEB 2 4 2003 RECEIVED cc: Neil Watts,Chairman Board Members Juliana Sitthidet Jan Illian,Plan Review LUA 00-029 File JJ H.\Filc Sys\BPW-Bumd of-Public,Wolks\BPW-02-Dcfmials\BPW-02 Defeuals 2003\The Vineyards Letter.doc\W� E N T O N 1055 South Grady Way-Renton,Washington 98055 1 �� AHEAD OF THE CURVE �.� This paper contains 50%recycled material,30%post consumer ASSIGNMENT OF FUNDS . TO THE CITY OF RENTON APPLICANT: BANK: Owner. Branch: • Address: Address: Phone: - Phone: FAX: FAX: _ Attention: Attention: • Title: Title: The above referenced bank hereby certifies that dollars ($ ) is on deposit in the account number under the name of City of Renton, to secure the applicant's performance of the following work required in connection with the plat or project described below. Plat or Project Location/Address of Plat or Project The required work is generally described as follows: • • • The bank hereby certify and agrees that these funds will not be released without written instructions from an authorized agent of the City of Renton (the City). We further agree that these funds will be paid to the City within 10 days of receiving written notice that the City has determined that the required work has not been properly performed. The bank shall have no duty or right to evaluate the correctness or appropriateness of any such notice or determination by the City and shall not interplead or in-any manner delay payment of said funds to the City. The applicant hereby agrees to this assignment of funds and that its obligation to perform the required work is not limited to the amount of funds held by the bank. This Assignment of funds is irrevocable and cannot be cancelled by the bank or applicant. Applicant: Bank: Authorized Signature Authorized Signature Name, Title Name, Title Date Date d: K E CI'I OF RENTON mu. City Clerk Jesse Tanner,Mayor Marilyn J.Petersen October 16, 2001 Bob Wenzel Belmont Homes 0 P.O. Box 2401 Kirkland, WA 98083 Re: The Vineyards Preliminary Plat; File No. LUA-00-029,PP, ECF Dear Mr. Wenzel: At the regular Council meeting of October 15, 2001,the Renton City Council approved the referenced preliminary plat'as recommended-by the•hearing examiner. Pursuant to RCW, a final plat meeting all requirements of State law and Renton ' Municipal Code shall be submitted to the..City for-approval within five years of the date of preliminary plat approval. If I can provide additional information`or assistance, please feel free to call. Sincerely, Maril ersen City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President Dan Clawson Elizabeth Higgins,Development Services Division Fred Kaufman,Hearing Examiner t&'fl a' r 19O1,, 2Oo1 1055 South Grady Way - Renton,Washington 98055 - (425) 430-6510/FAX (425) 430-6516 C. This paper contains 50%recycled material,30%post consumer / .. 0 __. CITI S)F RENTON m -,.,a Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman October 9,2001 , Bob Wenzel Belmont Homes PO Box 2401 Kirkland,WA 98083 Re: The Vineyards Preliminary Plat File No.LUA00-029,PP,ECF Dear Mr.Wenzel: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore,this matter is being submitted to the City Clerk this date for transmittal to the City Council for review. You will receive notification of fmal approval from the City Clerk,and will be notified of all action taken by the City Council upon approval of the request. Please feel free to contact this office if further assistance or information is required. Sincerely, \11.411______ Fred J.KaufMan Hearing Examiner FJK:kw cc: Elizabeth Higgins,Project Manager Andree DeBauw,Development Services 1055 South Grady Way- Renton, Washington 98055 - (425)430-6515 Thic nanwr nnntainc SO.A.rwwclwd malarial 9002,nnct nnncumAr Fred Kaufman - LUAoo-029 The Vineyay ‘\; — Page1 `: From: Elizabeth Higgins To: Illian, Jan; Kaufman, Fred; Petersen, Marilyn; Williams, Kelly Date: 10/8/01 10:46AM Subject: LUAoo-029 The Vineyards The legal issues raised by Property Services on this preliminary plat have been resolved. Bob MacOnie asked me to let you know they are now satisfied that all is in order and this plat can move to the City Council Agenda for approval. Thank you. Elizabeth Higgins, AICP, Senior Planner Development/ Planning - Development Services Division Renton City Hall, Sixth Floor 1055 South Grady Way Renton Washington 98055 (t)425-430-7382 (f)425-430-7300 c , October 15,2001 Renton City Council Minutes Page 365 Plat: Vineyards,Union Ave Hearing Examiner recommended approval, with conditions, of The Vineyards NE(PP-00-029) preliminary plat; 42 single-family lots on 7.32 acres located on Union Ave. NE, between NE 5th St. and NE 7th St. (PP-00-029). Council concur. CAG: 00-099,East Valley -Transportation Systems Division requested an additional $110,000 to fund the Road Rehabilitation Project East Valley Road Rehabilitation Project(CAG-00-099) due to changes in the Additional Funding contract requirements as a result of unforeseen conditions. Funds could be taken from the NE 44th Street Project, which is currently on hold. Refer to Transportation Committee. CAG: 00-119, Highlands Transportation Systems Division submitted CAG-00-119, Highlands Neighborhood Walkway & Neighborhood Walkways and Curb Ramps Project; and requested approval of Curb Ramps, GMT Inc the project, authorization for final pay estimate in the amount of$322,822.48, commencement of 60-day lien period,and release of retained amount of $16,990.66 to GMT,Inc.,contractor, if all required releases are obtained. Authorization was also requested to transfer$25,000 from the Walkways Program to fund additional work needed for this project. Council concur. Transportation: Transit Signal Transportation Systems Division recommended approval of an agreement with Priority Project Funding, King King County for$270,000 in matching funds towards the Transit Signal County Priority Project. Council concur. (See page 367 for resolution.) Utility: King Conservation Utility Systems Division recommended approval of an agreement with the King District Grant Conservation District Number 9 to accept the City's share of the King Conservation District's assessment in the amount of$55,466 for use on water quality, habitat and water resource protection projects. Council concur. (See page 367 for resolution.) Utility: Maplewood Water Utility Systems Division recommended acceptance of a five-year Public Works Treatment Improvements Trust Fund Pre-Construction Loan in the amount of$567,831 for the Design,PWTF Loan Maplewood Water Treatment Improvements design. Refer to Utilities Committee. MOVED BY CLAWSON, SECONDED BY NELSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. OLD BUSINESS Transportation (Aviation) Committee Chair Persson presented a report Transportation(Aviation) regarding the installation of security improvements at the Renton Municipal Committee Airport. Because of the events of September 11, 2001, there is a need to move Airport: Security forward, in cooperation with the Boeing Company, other airport tenants and the Federal Aviation Administration(FAA), with the implementation of security improvements at the airport. The Committee concurred with the staff recommendation that the City Council authorize an expenditure of up to $300,000 to identify and install needed security improvements. There is sufficient funding available in the Airport Capital Reserves to pay for these improvements without causing a negative impact to ongoing airport operations or capital projects. The Committee likewise recommended that Council endorse the administration's efforts to obtain funding from such potential partners in these efforts as the Boeing Company, the FAA, and others. The Committee expects periodic progress reports from the administration regarding specific capital improvements and costs as this program progresses. MOVED BY PERSSON, SECONDED BY KEOLKER-WHEELER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. CITY OF RENTON COUNCIL AGENDA BILL AI #: (p.d. SUBMITTING DATA: FOR AGENDA OF: Dept/Div/Board.. HEARING EXAMINER Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. The Vineyards Preliminary Plat Correspondence.. File No. LUA00-029,PP,ECF Ordinance Resolution Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation Other RECOMMENDED ACTION: APPROVALS: Legal Dept Council Concur Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on The Vineyards Preliminary Plat was published on July 16, 2001. There were no requests for reconsideration and the appeal period ended on July 30, 2001. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 11 of the Examiner's Report and Recommendation. This office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of the The Vineyards Preliminary Plat. July 16,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Bob Wenzel Belmont Homes PO Box 2401 Kirkland, WA 98083 File No: LUA00-029,PP,ECF LOCATION: Union Avenue NE,between NE 5th Street and NE 7th Street SUMMARY OF REQUEST: Subdivide a 7.32 acre site into 42 lots suitable for construction of detached, single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on June 5, 2001. PUBLIC HEARING: 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 June 12,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,June 12,2001,at 9:45 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: Preliminary Plat Map application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Map,North Portion Exhibit No.4: Preliminary Plat Map, South Portion Exhibit No. 5: Topography Map and Existing Site Exhibit No.6: Finish Grading Plan Conditions Exhibit No.7: General Utility Plan Exhibit No. 8: Sanitary Sewer Profiles Exhibit No. 9: Drainage Control Plan Exhibit No. 10: Storm Drainage Profiles The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16, 2001 Page 2 Exhibit No. 11: Tree Cutting/Land Clearing Plan Exhibit No. 12: Zoning Map Exhibit No. 13: Wetlands Trail Background Exhibit No. 14: Wetland Delineation Map Information The hearing opened with a presentation of the staff report by Elizabeth Higgins, Senior Planner,Development Services,City of Renton, 1055 S Grady Way, Renton, Washington 98055.Ms. Higgins reported that the owner of record of the tax parcels involved is Bob Wenzel. The property is located at 550 Union Avenue NE. There is an emergency access proposed at the southern portion of the property that would front on Union Avenue NE. The property is zoned R-10. There are some other zones around it. The property to the east is R-10 and abutting that is a suburban zone. To the north is an R-8 zone. There is an R-8 zone on the eastside and also some R-14 with developed apartment buildings or condos at the southeastern portion. The property all around it is developed except for the property abutting to the west. The proposal is to subdivide, by means of a preliminary plat,property existing of about four tax parcels. There are structures on the property in various states of disrepair. The structures will all be removed from the site. There are wetlands located on the property that continue on to abutting property. The southern portion of the development has wetlands with a 50-foot buffer because they have been classified as Category 2 wetlands. The northern part of the property has been more impacted by past development. These wetlands have been classified as Category 3 and have a proposed 25-foot buffer. There is a small isolated wetland in the southeast corner of the property that because of its size is not regulated by the City of Renton and will be filled. The applicant has proposed developing 42 lots suitable for detached single-family houses. The R-10 allows attached or semi-attached housing. The density could be 13 dwelling units per acre because the homes will all be detached. Because of the wetlands on the property and the configuration of the property the proposed density is only 7.7 dwelling units per acre. Access to the site would come from NE 6th Street. It will not continue through because there is no right-of-way dedicated at this time and there are wetlands. The proposal is to extend NE 6th Street onto the site and where there would be a T-intersection. NE 6th Street would continue to the south and then precede west through an emergency access to Union Avenue NE. To the north would be a new public road Vashon Avenue. The pipestem out to Union Avenue NE has been proposed as a paved pedestrian walkway. Staff will have to work with the applicant to connect the paved walkway over to the new Vashon Avenue so that it does not just end before reaching Vashon Avenue. Stormwater will be collected from all the paved areas and directed to a detention facility where it will be treated prior to being discharged into a City system. The roof drains will probably be infiltrated due to the wetland. The Environmental Review Committee(ERC)met and discussed this project and issued a Determination of Nonsignificance with Mitigation(DNS-M). There were no appeals filed. The ERC developed five mitigation measures that include; using the 1998 King County Surface Water Design Manual to calculate the surface water runoff and that Level 2 flow control be used,the wetland buffers be delineated with a 4-foot high split rail wood fence,the applicant pay the applicable transportation mitigation fee at the rate of$75 for each new average weekday trip attributable to the project,the applicant pay the fire mitigation fee at the rate of$488 per new single-family residential lot, and that the applicant pay the park mitigation fee at the rate of$530.76 per new single-family lot. The Vineyards Preliminary Plat( File No.: LUA00-029,PP,ECF July 16, 2001 Page 3 The criteria used for evaluating the appropriateness of the preliminary plat included the land use element for residential options. This is the Comprehensive Plan designation that allows the 10 units per acre density. This is a difficult zone in the City. It allows very small lots. There are some difficulties in getting this zone to work; but staff believes that this plan is one that will probably work in this zone. The intent of the R-10 zone is to create affordable housing in the City. The lots will range in size from 3,559 square feet to 7,539 square feet. The average lot size will be 4,600 square feet. Most of the lots are directly accessible from the new public streets or the cul-de-sac. Lot 17 is located in back of lot 16 and will be accessible from a driveway extended from NE 6th Street. The applicant requested that the standard right-of-way of 50 feet be reduced down to 42 feet. Sidewalks may be placed in easements on private property. The pavement width would still be the standard of 32 feet. The advisory notes have been revised since they were issued with the Environmental Committee Review. These are items that are required by code or otherwise required by the City but are not appealable. There are some special utility requirements covered in the advisory notes. Because staff is now looking at the potential development of the abutting property there is a requirement that a sewer extension connect NE 6th Street with the abutting property. In the vicinity of the drainage pond there needs to be a center sewer connection up to the abutting property. The sewer connection can be made either from.Union Avenue NE or from NE 6th Street. Staff will be requesting that a native growth protection easement be created to protect the wetlands. There is currently a road in the 50-foot buffer. There is some additional area that is not designated as wetland or buffer that could be used for buffer averaging. The buffer cannot be any less than 25 feet. With this in mind there is still a road within 25 feet of the wetland. Trails are allowed in a buffer. Ms. Higgins would recommend an added condition that a revised wetland delineation be submitted demonstrating the edge of the wetland off the property,which would require cooperation with the neighbor, and that the 25-foot buffer line be continued. When this application was submitted the 1998 King County Surface Water Design Manual was not required so it is unknown at this time how big the detention system has to be. Before the developer completes the construction documents they would be required to do calculations based on the 1998 King County Surface Water Design Manual. Ms.Higgins went over the conditions by.staff. Conditions include; compliance with the Environmental Review Committee Mitigation measures; a paved pedestrian walkway,preferably concrete, be constructed in the public right-of-way(pipestem to Union Avenue NE);and a maintenance agreement be drafted and recorded or a homeowners' association be established for maintenance of the common areas. An additional recommended condition is that a native growth protection area easement be created for the wetland and the buffer areas. Robert Wenzel, 11411 NE 124th St. Suite 225,Kirkland, WA 98034 stated that he is the owner and the applicant. The owner of record is Belmont Homes, Inc. He is the president of Belmont Homes. He concurs with staff on compliance and will comply with the ERC mitigation measures. He is in support of the new native growth protection area requested today. In paying the mitigation fees he wants to clarify the number of credits that are received for existing structures or existing tax lots. There are currently six legal tax lots in the project. Mr. Wenzel's concerns regard the pedestrian pathway that staff would like dedicated for public open space.The pathway that goes out to Union Avenue NE does go through the main portion of the wetland. Constructing this The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 4 pathway out of concrete or asphalt would be a challenge. The existing roadway goes through the wetland and is submerged a fair part of the year. To put a functional long life concrete or asphalt walkway through there would be very challenging. It is possible that a less invasive type of pathway, such as crushed rock or chips of some kind,might present a better opportunity to connect the pathway through the wetland buffer. Ms. Higgins stated that the City is not interested in taking this piece of property just to maintain it if there is no walkway on it. Cheryl Girard,American Engineering Corp.,4032 148th Avenue NE,Redmond, WA :98052, stated that the proposal as it currently exists regarding the eye brow or half cul-de-sac at NE 6th Street would in fact continue the sidewalk in a depressed form around the actual right-of-way or vehicular travel pattern on at the southern edge of the expanded apron. The curb and gutter is proposed as rolled curb and cutter,which is drivable surface. This area is also proposed as an alternative turn-around for emergency vehicles. Ms. Girard reported that the turn around area at the end of NE 6th Street is an expanded pavement area that was proposed to assist the public in turning around. Again rolled curb and gutter was proposed to create a drivable surface making the total drivable surface 30 feet wide,which is usually ample for a normal vehicle to turn around in. The sanitary sewer,with respect to the offsite parcels immediately north of lots 17 and 20, is currently proposed sanitary sewer easement. There is sanitary sewer at the eastern portion of the site at NE 6►h Street but due to its depth the majority of the site could not be served from this location. They are proposing connection for sanitary sewer via easement at the westerly extension of NE 6th Street and southerly along Union Avenue NE to an existing structure near NE 5th Street intersection with Union Avenue NE. Tracts A and D on the preliminary plat are setup such as they can be dedicated native growth protection areas. The property immediately west of Tract E future development is an open right-of-way. At this point and time there is no proposal for utility connection through the wetland. That tract is reserved for future development and/or buffer averaging if it is needed. A pedestrian walkway is possible through the pipe stem out to Union Avenue NE as long as there are mitigating proposals. They are currently proposing that the pedestrian access be provided from Union Avenue NE in an easterly direction to the back of lot 37 then northerly along the buffer to where the path would connect with the sidewalks at the extension of Vashon Avenue NE. Tract B is identified as the storm drainage tract. The storm drainage calculations have been prepared and there is approximately 17,000 cubic feet of combined detention and water quality storage that fit into that facility with an approximate active storage depth of five feet. They can always go deeper;there is an additional two feet of extra storage capacity available. The storm drainage issues have been addressed. Ruth Brandal,PO Box 12820, Everett, WA 98206, stated that she and her husband are the owners of the property located north of NE 6th Street and south of the pipestem that fronts on Union Avenue NE. They have done a wetland study. The wetland to the north near the cul-de-sac and the wetland down in the south is all one continuous wetland that runs through the center of their property. Because of the size of the wetland there really . is nothing much to be developed on the eastern boundary of their property. All of the development would be proposed to front on Union Avenue NE and it would probably be something like a nine lot short plat. Because of that they need to know that they have access to sewer. Kayren Kittrick, Development Services Division, stated that currently there are no standards for the proposed turnaround at the western edge of NE 6th Street. There are emergency turnarounds,fire department turnarounds The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 5 but for a turn around in a street that has an access out,there is no such standard. It was known that the wetland would encroach so this was worked out so that they could show that there was something for the public to use to turnaround. The standard for the pavement on the access easement or emergency access is 20 feet of pavement. Bollards are not allowed in any shape or form and the fire department will disallow the entire project if the developer tries to put a bollard in. A gate is allowed and will be recommended. Sewer will be going across where the emergency access is located. The wastewater utility had declared that they needed an opening, an easement for possible service. The pre- application at that time showed the possibility of there being a lot above lot 17. They were requiring an easement but not necessarily an extension. It was matter of making service available to public service. There was concern because of the size of the parcel to the north,the Brandal parcel,that there be access to that edge because the sewer can be extended up Union Avenue NE to serve the properties that face Union Avenue NE. Rolled curb and gutter are not allowed in this area. The depressed sidewalk in the proposed eyebrow area is also not allowed in current standards. It was unclear if this area was going to be dedicated or not and if it is not, staff wants nothing to do with it. Shared driveway access for these lots is highly recommended but not required. Based on the calculations that Ms. Girard shared for storm drainage it will probably be able to handle it and there is a certain amount of water that is wanted to go into the wetlands anyway to keep them watered. Both of the wetlands to the north and the south were under code enforcement actions for several years running due to the damage being created by local owners doing some minor fill here and there. Over several years more dirt and garbage was brought in. Therefore it is very likely in looking at them that the wetland biologist could very well make a determination that they were different types or grades of wetland. There has been varying degrees of success in getting the code enforcement against it. Just above the north property line where it connects into The Orchards,Wetland A started out as a garbage line ditch and was created as part of the mitigation for The Orchards plat when it went in. Mr. Wenzel stated that in regard to the wetland in tract D,there was an agreement of some kind that was crafted between the City and the previous owner that either mitigated or made an agreement that that wetland buffer would be 25 feet in consideration for some mitigation agreements. This is how he established the 25 feet on tract D. Mr. Wenzel stated that he has no problem with eliminating the eyebrow. Ms. Higgins stated that she had a few suggestions. A fourth condition was added that the native growth protection area easement be established. Condition number two can be revised by deleting concrete paved to say, "a pedestrian walkway shall be constructed."This will leave the negotiation with the applicant as to the most appropriate type of construction for this walkway. There does need to be some type of pedestrian connection in order for students to get out to Union Avenue NE to catch a bus to go to school. There are many wooden structures built in wetlands that cause very little impact. A suggested additional condition would be that a wetland mitigation plan be submitted prior to the recording of the plat. In this plan measures that need to be taken to restore wetland areas if necessary can be looked at. There is some intrusion of roads into the wetland area. Some averaging or mitigation could be used in those areas along the edges where there is no development planned and are outside of proposed lots. This should be submitted in a mitigation plan. Mr. Wenzel stated that the end of NE 6th Street will be revegetated and a mitigation plan will be submitted. Mr. Wenzel stated that he did provide a wetland study,delineation and the boundaries in the plan. He does not believe that they have made a particular restoration plan. What they have been working on is making sure that there were no other materials or issues in the wetland other than taking out the fill and restoring it. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 6 Ms.Brandal would like more clarification on the outcome of the sewer issue. She was under the impression from her conversation with the utility that the sewer needed to be at a maximum two percent slope from NE 5th Street and Union Avenue NE in order to go beyond her property to the north and service some properties that come up toward Union Avenue NE. Ms. Higgins clarified that the statement"side sewer lines must have a two percent slope" is a standard statement. It is not specific to this particular property. Everytime a developer puts in a side sewer it has to be sloped two percent. It is an issue that will be looked at in the construction document phase. Ms.Brandal stated a concern regarding a sewer extension. The property north of the emergency access road and west of the proposed of development and south of her property has a great deal of wetlands and probably has minimal development potential. The problem exists that without getting some required sewer line to the north somewhere between Union Avenue NE and tract B heading north to the boundary line she may not have the right or access to get sewers to her property except by coming up the middle of Union Avenue NE. Ms. Higgins explained that the way it reads is, an extension to the property boundary east of Union Avenue NE and north Tract B. She believes the City does require that utilities be stubbed to undeveloped parcels. Streets are not required to be stubbed. Ms. Kittrick stated that the discussion from the wastewater utility is that they do want a connection to the north. If the connection cannot be decided upon as to exactly the depth, etc.they at the least want an easement so that they can have a connection. The concern is about the wetlands. Ms.Brandal would like the sewer connection to be along the western boundary,with the delineation of the wetlands it would encroach. By being on the other side it is out of the wetland boundary. It would have to be along Union Avenue NE to be the most effective and shortest range. They will work with all people involved to find an equitable manner of serving while still preserving and conserving the wetlands and do the least amount of damage. 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 was adjourned at 11:20 a.m.,to be continued to a future date. The continued appeal hearing opened on Tuesday,July 3,2001 at 9:32 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Ms. Higgins stated that there were questions on several issues. One of those issues was alternative methods for providing a pathway through the wetland. There is a 16-foot access that crosses at the north of the Brandal property,which is a large parcel that may be developed in the near future. It connects the proposed plat with Union Avenue NE. It goes through a wetland. One of the recommended conditions of approval by staff was to provide a pedestrian pathway in this area so that students trying to get out to Union Avenue NE can get there without having to trespass or mush through the wetland. The Environmental Review Committee supported this concept and the head of public works has committed the City to maintaining it if it is built by the developer. Staff has requested a paved pathway and the developer is proposing an alternative to pavement such as gravel or crushed rock. Ms. Higgins stated that additional information was required from the applicant that would clarify the location of the wetland on the adjacent property. The Wetland Delineation map was entered as Exhibit No. 14. The Vineyards Preliminary Plat " File No.: LUA00-029,PP,ECF July 16, 2001 Page 7 Ms. Higgins demonstrated on the map where the buffers are located. The buffer does not connect very easily where the pipestem goes out to Union Avenue NE. One of the problems with this wetland is that the upper area is very disturbed. This wetland to the south is slightly better quality. It has been impacted by fill that took place over the years. It is a Category 2 wetland and is a Category 2 across the Brandal property. There will have to be a connection somehow to public road. The developer will have to make suggestions on how to move the property lines around to connect this pathway to the public road. A pathway can be placed in a wetland buffer. There was some question as to whether or not a road would be allowed within 25 feet of the wetland. This concerns the emergency access running directly along lots 13, 14 and 15. It is the extension of NE 6th Street. It will be a paved 20-foot wide road. They could do some buffer averaging and reduce the buffer down in this area but the buffer cannot be reduced more than 50 percent of the required width. This road is within the 25-foot area. Staff reviewed the Code and found in Renton Municipal Code; Section 4-3-050C, Subsection 5: Specific Exemptions Critical Areas and Buffers,E.Roads Parks and Public Utilities,4.Modification of Existing Utilities and Streets by 10 percent or less: "Over building enlargement beyond existing project needs or replacement of existing utilities systems and replacement and or rehabilitation of existing streets provided that the work does not increase the footprint of the structure line or street by more then 10 percent within the critical area and or buffer areas is exempt from the critical area regulations." This is an existing street, it cuts across the Williams property but it has been serving the existing houses at the eastern portion of this proposed project. The street has been established. Staff is not proposing that it be built to public street standards. They are requiring that it be paved for emergency access but are not requesting that it be increased in the buffer area by more then 10 percent so it would be an exempt activity. Ms.Higgins stated that the configuration of the emergency street is not a City of Renton standard street configuration. It is a City of Seattle type situation and it has been accepted. Ms. Girard discussed the alternative surfacing for the proposed walkway other than a concrete walkway. She has been told that the inundation depth is between three and four inches of water. It could probably get up to a half a foot in depth. They are not averse to installing a boardwalk; however,the maintenance, installation costs the disturbance to the wetland would be greater than installing a crushed walk surface or perhaps even a wood chip surface to a sufficient depth. As far as the route of the pathway it was suggested that the pathway could connect to the public road through lots 37 and 38. Currently these lots are configured such as they are of a minimum width. Putting a pathway between these two lots could interrupt the building potential of those lots. They are currently proposing running the pathway along the edge of the buffer in a northerly direction up to where it connects directly to the cul-de- sac. The applicant has decided to eliminate the eyebrow at the southeast corner or the intersection of NE 6th Street and Vashon Avenue. They would still like to install the other eyebrow,which is at the westerly terminus of NE 61'Street. This is not for emergency vehicles; it would be for the public. Ms.Kittrick stated that the eyebrow at the end of NE 6th Street is a design that transportation and traffic people were familiar with from their history in Seattle. It is specifically for the convenience of those who are unaware that it is a dead end. It would need to be marked no parking. City of Renton will have the ability to have parking enforcement because it is a public street. It would be dedicated public right-of-way. It won't be an easy turn it will be a broken U-turn. • The Vineyards Preliminary Plat _ File No.: LUA00-029,PP,ECF July 16, 2001 Page 8 Ms.Higgins stated that she had suggested that the pathway be connected to Vashon Avenue between lots 37 and 38. The reasoning for this is on the wetland map the lot lines have changed somewhat. Lot 34 has a wider frontage on the cul-de-sac then required. The developer could shift all the east-west property lines for lots 34, 35,36 and 37 to the north leaving an area between lots 37 and 38 to connect to Vashon Avenue. 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 9:58 a.m. FINDINGS,CONCLUSIONS&RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Belmont Homes,Inc.,filed a request for approval of a 42-lot preliminary plat. 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) 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 550 Union Avenue NE. The subject site is located on the east side of Union north of NE 5th Street. The subject site is actually approximately 120 feet east of Union. It has a Union Avenue address due to a narrow 16-foot wide,approximately 350 foot long dogleg out to Union. 6. The subject site was annexed to the City in June 1981,with the adoption of Ordinance 3553. 7. The site received its current zoning classification,R-10(Residential- 10 dwelling units per acre),with the adoption of the new zoning code in June 1993. The density in the R-10 zone is required to be between 7 and 10 dwelling units per acre. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of residential options,but does not mandate such development without consideration of other policies of the Plan. 9. The subject site is an irregular somewhat L-shaped parcel. The subject site is narrow in the north and widens to the south. Its eastern and southern property lines are straight while its western property line jogs considerably around adjacent property to the west. 10. The subject site is approximately 318,728 square feet or 7.32 acres. The parcel is approximately 955.84 feet long(north to south). The parcel is approximately 495.78 feet wide at it south boundary and 321.02 feet wide at the north end. 11. The subject site consists of a number of underlying lots.A number of older single-family homes and outbuildings are located on these underlying lots. These buildings will be removed if the new plat is approved. .The Vineyards Preliminary Plat' File No.: LUA00-029,PP,ECF July 16,2001 Page 9 12. The western edges of the subject site are dominated by wetland areas. Near the northwestern corner of the subject site are Class 3 wetlands. It is approximately 17,000 square feet in area. Class 3 wetlands require a 25-foot buffer. Near the southwestern corner of the subject site is an approximately 3,920 square foot Class 2 wetland. A 50-foot buffer is required for Class 2 wetlands. These wetland areas actually continue off site to the west and are somewhat interconnected. The narrow dogleg in the center of the subject site that connects to Union Avenue NE also traverses across a wetland. The total wetland acreage is approximately 21,535 square feet. 13. There are a variety of residential uses in the vicinity of the subject site with a mix of R-10 zoning such as found on the subject site and R-8 (Single Family; Lot size-4,500 sq ft). Along NE 4th Street south of the subject site are commercial uses in a Center Suburban Zone(CS). 14. The subject site generally slopes down to the southwest and northwest where the primary wetlands are located from a high point near the center of the east property line. The slope approaches approximately 12 percent(12%)and is unregulated. 15. The R-10 zone allows both single family and attached housing. The applicant proposes developing 42 lots for detached single-family homes only. 16. Approximately 58,492.00 square feet would be used for roads. This, along with the wetland area, is subtracted from the gross acreage to determine density. The approximately 238,701 square feet remaining would have a density of 7.7 units per acre. 17. The main access to the subject site will be from an "L-aligned" roadway with a T-intersection to Bremerton Avenue NE. The 42 lots would be located on both sides of this road. 18. The R-10 zone requires a minimum lot size of 3,000 square feet and lot widths of 30 feet for interior lots and 40 feet for corner lots as well as a lot depth of 55 feet. Staff noted that all the lots meet these minimum requirements. 19. The applicant will be importing approximately 12,000 cubic yards of clean fill to create road subgrades and suitable building pads for homes. 20. NE 6th Street, a new east to west Street,would enter the plat from the east from Bremerton Avenue NE. It would almost immediately form a T-intersection. At that point it would join a new segment of Vashon Avenue NE. Vashon Avenue NE would end in a cul-de-sac at its north and curve to rejoin NE 6th Street as it runs west toward but does not connect to Union. There would be a gated, emergency connection to Union Avenue NE. Proposed Lot 17 would have its access via an easement across proposed lot 16. 21. The applicant originally included a widened bulb on the outside of where Vashon and NE 6th Street joined and turned. At staffs suggestion that was removed during the public hearing. There is also a slightly widened area at the western end of 6th where it ends at the emergency gate. It is somewhat like a pull out but not as wide as a parking space. It is intended to allow vehicles to complete a U-turn. 22. The wetlands and their buffers appear to be fully delineated on updated plans submitted at the continued hearing. The portion of NE 6th Street at the southwestern corner of the plat will cross or displace approximately 2,039 square feet of wetland buffer area. 23. The 42 homes would generate approximately 402 traffic trips per day over neighborhood roads. There • The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16, 2001 Page 10 were no reports of transportation issues by Staff. 24. The subject site will generate approximately 19 students. The students would attend schools in the Renton School District and would be placed on a space available basis. 25. The subject site is located within an Aquifer Protection Area and appropriate protective language will be required on the plat documents. Clean, certified fill will be required for any materials imported to the site. 26. Tract B, in the southwest corner of the subject site, immediately east of the southwestern wetland, would serve as the storm water detention system. Water quality treatment will be provided on the site. The applicant will be required to comply with the 1998 King County Surface Water Design Manual. 27. The subject site will be served by City of Renton sanitary sewer and water service. 28. Staff has recommended that a trail or pathway be provided between the cul-de-sac and Union Avenue NE across the narrow dogleg that connects between the north interior of the parcel and Union Avenue NE. It would cross the wetlands to provide a footpath since the route down to NE 6th Street and Union Avenue NE from the cul-de-sac is fairly lengthy. An issue was the type of surface material to be used since the dogleg is inundated by wetland water during certain times of the year. Suggested surfaces were a hard surface such as asphalt or concrete,gravel,bark or a boardwalk. The connection to the cul-de-sac was also at issue. The question was should the path run from the wetland buffer at the cul-de-sac which would run to the rear of approximately four lots and traverse north or traverse directly east from the dogleg between Proposed Lots 36 and 37 or between 37 and 38. If it ran between the lots, it might reduce one of the lots in size and be intrusive. CONCLUSIONS: 1. The proposed plat appears to satisfy the public use and interest. The plat will provide 42 additional smaller lots for detached housing. The plat has been designed to work with and around two wetlands and their respective buffers while providing a fairly rectangular lot layout and rectilinear street system. 2. The plat creates additional housing while preserving the natural wetland communities on the site thereby meeting the policies and goals of the Comprehensive Plan. 3. The project provides infill in an area in which urban services are available. It meets the required densities of the City with a density of 7.7 dwelling units per acre. 4. The development should not tax either the road system or the existing utility infrastructure. It will, however, add another approximately 400 cars to local streets. 5. The development of the additional lots will increase the tax base of the City. The applicant will also be paying Fire, Parks and Transportation Mitigation fees to help offset its impacts on City services. 6. Staff is correct that a pathway between the northern portion of the plat and Union Avenue NE across the dogleg makes sense as a walking shortcut. It should be designed so that it is useable most, if not all, seasons of the year. It probably will be most in demand during the school year,which also probably corresponds with the more rainy or wet periods. The choice of design and material should be determined by the Parks Division of the City and they may select from raised, planked boardwalk, asphalt, concrete or other suitable, low maintenance materials which further permit the wetland functions to be minimally disturbed and allow water to flow appropriately between the wetland areas north and south of the pathway. 'The Vineyards Preliminary Plat;" File No.: LUA00-029,PP,ECF July 16, 2001 Page 11 7. The path should not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. 8. The non-standard turnaround at the western end of NE 6th Street does not seem appropriate. Creating a situation where vehicles will probably have to use private driveways to negotiate a legal U-turn does not appear reasonable and it not justified by code. It should be a standard cul-de-sac turnaround although offset to the south to avoid any further intrusion into the wetland or its buffer. This probably will require a reconfiguring of the lots in that area and a possible loss of one lot. 9. The applicant shall provide a means of both wetland and aquifer recharge. 10. The development of the subject site will create additional traffic and noise associated with residential development but these impacts should not create any undue impacts on the overall community. 11. In conclusion,the proposed plat appears to provide a new and reasonable residential community and should be approved by the City Council. RECOMMENDATION: The City Council should approve the Preliminary Plat subject to the following conditions: 1. Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental Review Committee Threshold Determination. 2. A maintenance agreement shall be drafted and recorded,or a Homeowners' Association be established, for the maintenance of all common stormwater and access improvements. 3. The applicant shall, at the western end of NE 6th Street,design a standard cul-de-sac turnaround, offset to the south to avoid intrusion into the wetland or its buffer. If this requires reconfiguring of the lots,the plat plan shall be submitted for review by staff and the Examiner prior to submission of the plat to the City Council. 4. The applicant shall provide a means of both wetland and aquifer recharge. 5. The pathway shall be subject to review and approval by the City. The choice of design and material should be determined by the Parks Division of the City and they may select from raised planked boardwalk, asphalt,concrete or other suitable low maintenance materials,which further permit the wetland functions to be minimally disturbed and allow water to flow appropriately between the wetland areas north and south of the pathway. 6. The path should not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 12 ORDERED THIS 16th day of July,2001. FRED J. KAUF N HEARING EXA INER TRANSMITTED THIS 16th day of July,2001 to the parties of record: Elizabeth Higgins Robert Wenzel Ruth Brandal 1055 S Grady Way 11411 NE 124th Street, Suite 225 PO Box 12820 Renton, WA 98055 Kirkland,WA 98034 Everett, WA 98026 Kayren Kittrick Cheryl Girard 1055 S Grady Way American Engineering Renton, WA 98055 4032 148th Avenue NE Redmond, WA 98052 TRANSMITTED THIS 16th day of July, 2001 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Admin. Members, Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,July 30,2001. 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 a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This 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 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.,July 30,2001. 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 ' The Vineyards Preliminary Plai,J File No.: LUA00-029,PP,ECF July 16,2001 Page 13 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 rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: June 12, 2001 Project Name: The Vineyards Preliminary Plat Applicant/ Belmont Homes, Inc. Address: P.O. Box 2401 Kirkland,WA 98083-2401 Contact: Bob Wenzl Owner/ Same as applicant Address: File Number: LUA-00-029, ECF, PP Project Planner: Elizabeth Higgins, AICP • :: - -- - •t31,;►� i �.i_ 1F-1;WNW- ��yy - =�Q�F� t -- ;��; � .,a• .. t , - MI tallg P. • e e . o ,a M S7 E®7h<'J i "t c �-'':5_y ,. •'..•`.• ')• %I • •. 'P g 4—I e al iB = 4 - n' C d tr. ..� 1.2 N. .o.� PM I. PL. 1. a y0..."pt ICI pR V ®' m [L " _ LI •, "�}..''V _, ulnae- w .41 1.-."' ,i,},i. .ME% •• r� !' .c3_= r~e:eT M •. 6 t C4. [M`Y�` imi A eT m New. 0 ,i1 di r 6,hiti,tt i ri'-:ej0.' 7. f ,`E`]' N.E TTN.,7T •.1'4 L T H� •4 ••• tiz v '•:e• •` �� 74/•zitri'ailittim� M�j'�rr�y►-DEC R�'R"l� 'Pt"' 2 •f fry i•.LaNv�L'�Eu ..AN �ia,�.,�. 76•.-�f�.L•'� r�^y 1 ��' eArxes� •� .. •} - WI —.1 r-•�"•04�;.�,-; �fl,.. •' Y•.. 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I Fe— - ,C5 55 Mt 5 b ,tt 8 1 I TRACT'ON n‘.....: s, , I " ,- " I a I 39 40 i 41 I 42 1 r 0 20 : 19 valve ir ••'1; '; *ti• o---------.. 1 WETLAND‘N ss`s . iI I .. I I I '':.‘'.'-::'%1 - k 1------1-- ___L '.'.*-Y,.: E-, ---.....L. ;t ES2 1 ., T .,. E 1 i______ — —. --4 fr---------------T-J1 ..17 i us 4•.. ,,, is) 11.1. r 1 -..:!i:. : --- — . a ' atonaa MOM TO IMO,- I . .'4Y,N•1 .. • PAOPPITI 17.0•1 Ur at c AK NA I I-—,,,—di-er— . .i. BULL TRACT'E.RESERVED I OMR(A.02511.6 FOR KWO FROMM TO NI..AR re 1..u. fTteg,.. '::.-:.'....i ---.;-"--- -. SCE PRET•el T rot ROADWAY•140 DAMARA /ROOMS ANO ROADWAY 5(irn 1 FOR FUTURE DEVELOPMENT 1 WTN IAR.ORO '..81 MOSS=PONS .. 1: ii W orlinan imoo I 11:::I I ni .16.:AD:I.."'" HAD STOW(.WO 255 ft DUD STORAGD WIN A UV V,I_......, Xl-r- .t... s......••.illeigNACE .-e.--1' 11 1 . I I I VkI WAIL WAT.1.2245,103 115 OTANI•MAT 220 CI MARROW•505 eV SWIM an t.MAN' (1.1 12 ----___ .1%glil i %tom II -r ...: 1 1.,.:.r i -1 ., : 13 it 03 j Cf I f: .; • .....„..4. . ! 'a -111 I •1 4 ' - --,- '` 3 .... ..! I i,,, i I I -..1 . I II I I.11 til' i I ;1% I . I cvl....1 7,.,ill I 1 Et.7.- - I . I g !TRACT'NA;11 Iii I - .. Cal/F4 ro. 15. ,. ZeRgyorZ22,. \:......i. g ii4Vi I SEE SHEET 4 of 7 FOR SANITARY SERER PROFILES. ......\ , 0 I I 1 I Ig 1'1 1 I SEE SHEET 0 of 7 FOR STORM DRAINAGE PROFILES. I '''...R..../ d . . . .1 locos,Is 1 1 1 I 2 All I t . i - 1:,: •-•ro.mmorromm.-• MINIIIIL. I I ,AR F.-It.,,,f" I' 11' w I w .•'.:I 4 ri a I i I •il 1 bell ;El GRAPHIC SCALE to 2i.00? 1( 10 iglp.g il R.: I ' I I ...• ... I OICII•40 rt. I i I 1 X WI •.. =clEg 1 1,' Ioroiro, c I I R...22, I /LAID MD Oft N "R. - --- •••—• •-• ••••• • ••••••• •• • ••• •-•- ..).''L - losoaero MAIL N NW MINIUNIF ,. % I C. _ 63 I _ _ _ _ _ _ _ UNION AVE. N.E. _ _ _ _ 1 -—-- —- -— -— - - Farrifilm' /_\ .._ ..._ _ .._ _. __..... _-_ _- - ---_- -. .... --. - - fis. t.n _ 11:174;SIS: ,•••/ 1,1,i114,..A•1 ROADWAY AND DRAINAGE American [nohow. • Plonnm • Surt•yer. ' ,k;1,OF CONTROL PLAN E ngineering NOR MO ArA FM SHEET 5 of 7 AEC#9838 PRON5(425)0.51-7420 R54(425)551.7721 re“-P-Ina2,-1 A-NNNNIA A PLAT CERTIFICATE SCHEDULE A Page 2 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: PARCEL A: The south 120 feet of the east 150 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; PARCEL B: The east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the south 120 feet thereof; AND EXCEPT the north 110 feet thereof; PARCEL C: The north 299 feet of the west half of the southwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the west 153 feet thereof. (ALSO KNOWN AS Lot 2, City of Renton Lot Line Adjustment Number LUA 98-148-LLA, recorded under Recording Number 9903029027. ) PARCEL D: • The north 124 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington; EXCEPT the west 33,0 feet thereof; I ALSO that portion of the east 252 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, lying southerly of the north 124 feet of said subdivision and lying northerly of a line described as follows: (continued) PLAT CERTIFICATE SCHEDULE A Page 3 LEGAL DESCRIPTION, continued: Beginning at the southwest corner of said Section 10; Thence north 1650.00 feet; Thence east 660 feet; Thence north 175.00 feet to the TRUE POINT OF BEGINNING of said described line; Thence west 252 feet, more or less, to the west line of the east 252 feet of said subdivision and the terminus of said line. PARCEL E: That portion of the north half of the southwest quarter of northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County Washington, lying within the following described premises; Beginning at the southwest corner of said Section 10; Thence north 1650 feet to the TRUE POINT OF BEGINNING; Thence east 660 feet; Thence north 175 feet; Thence west 252 feet; Thence south 159 feet; Thence west 408 feet to the west line of said Section; Thence south 16 feet to the TRUE POINT OF BEGINNING; EXCEPT the west 30 feet for road. PARCEL F: The north 110 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; END SCHEDULE A `•, �, CITI )F RENTON NJ/ City Clerk Jesse Tanner,Mayor Marilyn J.Petersen September 26, 2001 Robert Wenzl, President Belmont Homes, Inc. P.O. Box 2401 Kirkland, WA 98083 Re: Withdrawal of Appeal & Subsequent Appeal Fee Refund The Vineyards Preliminary Plat; LUA-00-029, PP,ECF Dear Mr. Wenzl: In response to your notice to withdraw your appeal in regards to the above referenced file, we enclosed our check#0197010 in the amount of$75.00, which represents full refund of your appeal fee received 7/30/2001. If you have any further questions on this, please do not hesitate to call. Sincerely, 6/1414 \ti• Idat6-7^- Bonnie I. Walton Records Management Specialist bw Enclosure cc: Fred Kaufman,Hearing Examiner File No.PP-00-029 unto 1901 2001 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 0. •1� 4. This paper contains 50%recycled material,30%post consumer ' /? `}Pn1y CITY OF RENTON ACCOUNTS PAYABLE CHECK NO. 0197010 INVOICE NUMBER DATE P.O NUL..._., DESCRIPTION DISCOUNT AMOUNT Refund )9/18/01 Appeal withdrawn -The Vineya 0 . 00 75 . 00 PLEASE DETACH BEFORE DEPOSITING zyp 'Mx. ).t7: .;i:' yp`at.1iF R`y.;aF `.w t}.. v ..te wa+ti,.;� f 1 x s. . .. /° .,n,,, ,s1. rir ;r''Sr': + "i i - 4 .. r .1 ,S.f .+' /.., •'3 _,ir s.,°:' `- fit. 4 r xd' 1 a,�."i�•t. �t,t�,.�'. '� ,S! �.�r�.'v- L. *Ai'', w; $Yh v:7 '1. :1`t*✓y r k4 Y' a i +2'ioo^aC ^',, . .7 i t -- .7..+'W... : ,4. ,*Ili. 'F c., ) a; r `9 t� �»t "r r '''' .' �`' *.�p,.A, '4 r# i a',,.*c �k �V,, c. a ,{ k* a a :"_F r`.fi } a t'r:.fµ 1'�,7 k ...,4 p ,/"";..r „ .,.,�. "' �vte r;e w ,x. ,_'+�a.Y' ?" s� t.. .,w �^" ft":�#' n. f .:;� �` Y O CITY OF RENTON `, ,Y,� ;"u i 4 U.S BANK of WASHINGTON •� I'A<,`A 19 10/21 G ACCOUNTS PAYABLE Tt �w , 5a RENTON BRANCH "t. 250 � to ® 4 1055 S. GRADY WAY VENDOR A.` CHECK ;� „pDATE CHECK AMOUNT RENTON, WA 98055 NUMBER NV,MBER \�� �/ Phone: (425) 430-6918 Fax: (425) 430-6855 , , 75 . 00 `1\1`S/ 101599 09/21/01 0197010 + g sS _xa f< r,,, «4Y$vc 3' (si+. ;-- ` e. f tr _: , s,t3: 4 c,,..4k,,gta-. e , + a I trs + , 4 � t'e • . r , "PAY ' a ' i.., , .'�1.n ,„ ✓?r tp ! .ti , ,- Seventy Five Dollars and No Cents ,, ;.: 4' ` t r .3,.2, t Y.. ,,,,'...V.;:...:,.:.,t k - VOID AFTER 6 MONTHS TO THE BELMONT HOMES INC ',.:>` ) c7.004‘4"-cf% PO BOX 2401 - ----_--- MAYOR ORDER KIRKLAND , WA 98083 - 2401 ':`: OF , I V,t 4::::ic-C/6 TREAE,URFR ' �,"�f Yz k. II'0000 L 9 70 LOII' 1: L 2 5000 LO 51: L 5 3 SOO E 98 3 LEP' ,- `6, ,,. ...,�:;,t* : City of Renton Finance Depar at Request for CI is or Treasurer's Check Date of Request 9/18/2001 Date Required 9/21/2001 Requesting Department Exec/City Clerk Authorized Signature 1;,-.0 ' _ •;� 'Id ar SEP 2 5 2001 REASON FOR CHECK RECEIVED CITY CLERK'S OFFICE Deposit Refundxx Name Bob Wenzl, Belmont Homes, Inc. Amount $75.00 Finance Receipt No 03-0006560 Receipt Date 8/13/2001 Other Describe Circumstances Requiring Issuance of Check: Appeal withdrawn; The Vineyards File I LUA-00-029, PP, ECF CHECK PREPARATION INSTRUCTIONS Amount $ 75.00 Charge to Account(s) 000.000000.000.3450.0081.00.000003 Payable To Robert Wenzl, President Address Belmont Homes, Inc. P.O. Box 2801 Kirkland, WA 98083 6°1/4 0 Mail Check to Payee �� fix Return to Dept:— lionnee �• Soc Sec or IRS ID No 0 Other: CHECK AUTHORIZATION - Finance Department Use Only Approved toyet) Date r0 8 / 0 Claims 0 Treasurer's Check No: FIN 101 7/87 SEP-17-2001 16:37 RENTON MUNICIPAL COURT 4254306544 P.02/02 -(5\--- e1mont . Homes, Inc. a September 17,2001 ;- ! E 2001 t _ L2Y !OJIT OFN. tNO Office of the Hearing Examiner CITY OF RENTON City of Renton 1055 S. Grady Way Renton, WA 98055 $EP 1 7 2001 Attention: Fred J. Kaufman Hearing Examiner RECEIVED CITY CLERK'S OFFICE RE: The Vineyards File#LUA00-029,PP,ECF Dear Mr. Hearing Examiner; I am writing to withdraw my appeal of the above-mentioned file regarding The Vineyards subdivision. - If you should ave any questions please call me at 206-714-6707. ,r � r77 Sincere! y u ' R 1 ,4..i,Farident/Ap 4 .nt f !MOTES 1 i .. _ RifsCEI P_• DATE f . 4,-t3 If- ; �A . i it RECEIVED FROM \deli 10 ' .›-: .-1,ci, ADDRESS i _.:.1 3d:c9 FOR `^ll, k=ce - li = Q�r'-1'd;A - ;� lr,G�iz , li- �, 6 O L I ACCOUNT HOW PAID° , M Q.. ,. AMT.OF, r. L9..1 t,C c ACCOUNT CASH 7s eV a"'CD O CD 2 E PAID CHECK LL J { �—CC BALANCE MONEY DUE ORDERBY ..-W. .. �,_.....u.__. ,.,.. ©1999 REDIFOIiM®8L802 TOTAL P.02 SEP-17-2001 16:37 RENTON MUNICIPAL COURT 4254306544 P.01/02 e1mont Homes, Inc. FACSIMILE TRANSMITTAL SHEET To: mow FRED KAUFMAN, ROBERT WENZL HEARING EXAMINER COMPANY: DATC.: CITY OF RENTON 09/17/2001 I AX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 425-430-654.4 (p S•I-3 2 mows NUMBER: SENDER'S RSPCA ENCSNUMBER: 425-430-6515 J/24 'VINEYARDS 1lE YOUR RE.PF.RENCE NUMl3W( WITHDRAWAL OF APPEAL FILE#LUA 00-029,PP,ECF ❑URGENT 0 FOR ACTION ❑PLEASE REPLY PLEASE RF.VTEW ❑AS REQUESTED e. ..- _ a VOTES/COMMENTS: Attached,is our withdrawal of appeal for the project referenced above. You may reach me at the office or via my cell Q 206-714-6707,as needed. ( ItAAAr THANK YOU. Hm c agreat day! PM. BOX 2401 KIRKLAND, VGA 98083-2401 TEL 425-823-4713 FAX 425-825-0956 JUL-3 ,2001 04:37P FROM:BELMONT HOMES INC 425 825 0956 TU:14b5'+ bb1b• i elmont Homes, Inc. CITY OF RENTTON JUL 30Z001 July 24,2001 RECEIVED CITY CLERK'S OFFICE Office of the Hearing Examiner City of Renton 1055 S. Grady Way Renton, WA 98055 Attention: Fred J. Kaufman Hearing Examiner RE: The Vineyards File #LUA00-029,PP,ECF Dear Mr. Hearing Examiner; I am writing in response to your report and recommendation on the above- mentioned file.. The specific issue I have is in regards to recommerdation #3 on page 11 of your report. You have recommended that the applicant construct a standard cul de-sac turnaround at the westerly end.of NE 6th Street. I believe that all departments of planning and public works have re‘iiewed the plan as was presented to you and approve of the plan. The intention:of the.. design is to allow for future connection to Union avenue and contin a NE 6th Westerly. all publications and public hearings there was NO.opposition to the design from the public. - I Not only would this recommendation be a deterrent for the extension of NE 6th street Westerly to Union it would also put an extreme burden on the project with • the loss of a minimum of 3 affordable building lots, One very important issue in this property is infill:affordable housing, With:the creation of the.cud-de-sac over 8% of the lots would be consumed ly the construction of the cul•-de-sac. Which the city does not want and DOES want-NE 6th to continue Westerly.in the future. _ f P.O. Box 2401, Kirkland, WA 98083-2401 (206) 7:14.6707 JUL-30-2001 04:38P FROM:BELMUNT HUMtb INC, 9tD t=�D 107J0 iu•i-T ,,,u.J1.... , --- - B , I am filing an APPEAL to the recommendation of a standard cul-de-sac item #3 of the recommendation to the City Council. Since e y urs 1/ R nz 4 P esident/Applic;t. I • I 1 .. ; • ) CITF RENTON .mil vl Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman DEVELOPMENT OF Pi A"' REAL,ON August 13,2001 AUG 131001 Robert P. Wenzl Elizabeth Higgins RECEIVED President Planning/Building/Public Works Dept. Belmont Homes,Inc. City of Renton PO Box 2401 1055 S.Grady Way Kirkland, WA 98083-2401 Renton,WA 98055 RE: The Vineyards Preliminary Plat,LUA00-029,ECF,PP Dear Mr. Wenzl and Ms.Higgins: This office has received two requests for reconsideration,one from staff and one from the applicant,as well as a request from staff to clarify Condition Numbers 5 and 6. This office has reviewed these requests. This office completely sympathizes with the objective of providing affordable housing. But such housing cannot be done at the expense of orderly development that meets code standards. The proposed "wide spot" in the road is not sanctioned anywhere in code. It is merely an expedient circumvention of normal road building standards. It is completely inappropriate to rely more or less on using some resident's private driveway to facilitate a u-turn on a public street. The lack of opposition to the proposal from the public is not demonstrative. There are a number of improper design issues that would not affect the general public,particularly,before the project is inhabited. The consequences of this"turnaround"would only be felt after the unorthodox turnaround and repeated u-turns occurred on someone's private lot. • Both the applicant and staff suggest that the property west of the subject site will eventually be platted allowing the road to be connected to Union Avenue NE,no timeframe exists and it could be months or even years. It may not happen at all. The current gated,but defacto dead-end of NE 6th off of Union could stay that way for a long time with no certainty that a public road connection to Union would ever be created. Similarly,an easement over a private, inhabited lot for a turnaround to serve an entire 42-lot plat is inappropriate. Again, it may have to serve as an official turnaround or u-turn route for a long time. A temporary turnaround on Proposed Lot 14 would work in the interim as long as that lot is not developed. Again, it is completely inappropriate to rely on a private lot's area for a needed turnaround to accommodate the general public. This is not the instance of a small short plat where interior lots need a hammerhead turnaround but a full plat. Therefore,Proposed Lot 14 should serve in its entirety as a turnaround,which could be abandoned when and if the property to the west is actually subdivided, and a through road to Union is created. Once a through road is created then Proposed Lot 14 could be developed with a single family home. The remainder of the lot could be used as a temporary tot lot or picnic area. While this would result in the temporary loss of one lot from the proposed subdivision, it would lento 1901c2001 1055 South Grady Way -Renton, Washington 98055 - (425) 430-6515 .. This paper contains 50%recycled material,20%post consumer en C eT1 t • not be a permanent loss since both the applicant and staff believe that the property to the west will • create the through link to Union in the future. Therefore, Condition Number 3 shall be altered to read as follows: 3. A temporary hammerhead turnaround shall be constructed on Proposed Lot 14 and Proposed Lot 14 shall not be developed with a single-family home until NE 6th Street is connected to Union Avenue NE by a full,open dedicated public street. Staff was concerned that neither Condition Numbers 5 nor 6 directed the applicant to install the path in Open Space Tract C. Therefore,Condition Number 6 shall be altered to read as follows: 6. The path shall not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. The applicant shall be responsible for constructing the pathway. The parties may seek additional clarification, seek additional reconsideration or appeal to the City Council within 14 days of this decision. Such additional relief shall be filed not later than 5:00 p.m. on August 27,2001. If this office can be of further assistance please feel free to write. Sincerely, Fred J. Kauf an Hearing Examiner FJK/kw cc: Mayor Jesse Tanner Councilperson Kathy Koelker-Wheeler Jay Covington,Chief Administrative Officer Larry Warren,City Attorney Gregg Zimmerman,Plan/Bldg/Public Works Administrator Neil Watts,Development Services Director Sue Carlson,Economic Development Administrator Alex Pietsch,Economic Development Director Larry Rude,Fire Marshall Larry Meckling,Building Official Planning Commission Transportation Division Utilities Division Jennifer Henning,Development Services Janet Conklin,Development Services Sandi Seeger,Development Services Parties of Record CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 9, 2001 TO: Kelly Williams FROM: Sonja J.Fesser SUBJECT: The Vineyards,LUA-00-029,PP Legal Description Review Bob Mac Onie and I have reviewed the above referenced legal description submittal(initially submitted to the City in April 2001)and find that we cannot respond favorably as to the validity of said legal description at this time. The issues noted in our memo dated April 26, 2001 need to be resolved. These issues are : • In our first review memo for this proposed plat, dated March 28,2000,we stated that ownership of the 15' and 30' strips of land, excepted from conveying documents for tax parcels 1023059237, 1023059061 and 1023059235,was unclear. The applicant noted on the drawing submittal that he was seeking title to said strips and would include them in the project when title was clear. • The current submittal includes a Quit Claim Deed document from Ruth and Paul Brandal to Belmont Homes,Inc. recorded under Recording No. 20001113001463 for the subject strips of land. However it is not clear, from the records provided,when, or even if,the Brandals acquired title to said strips of land. The records do show that the legal description for the Brandal property(as noted in the access agreement document) excludes the subject 15' strip,which probably reflects the legal description contained within their acquisition documents. • A quiet title action would best serve to remove any encumbrances from the properties at issue. It should be noted that Tax Parcel No.1023059236 may also enjoy rights associated with the subject roads similar to those quit claimed by the Brandals' to Belmont Homes. If the above issues have been resolved,we have not been informed of it. \H:\FILE.SYS\LND\10\0351\RV010808.doc CITY OF RENTON .21 . HEARING EXAMINER MEMORANDUM Date: August 2, 2001 To: Sonja Fesser From: Kelly Williams \ Re: The Vineyards Preliminary Plat LUA00-029,PP,ECF Would you please verify that the attached legal is correct before we send it on to City Council for approval. Thanks • PLAT CERTIFICATE SCHEDULE A Page 2 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: PARCEL A: The south 120 feet of the east 150 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; PARCEL B: The east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the south 120 feet thereof; AND EXCEPT the north 110 feet thereof; PARCEL C: The north 299 feet of the west half of the southwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT the west 153 feet thereof. (ALSO KNOWN AS Lot 2, City of Renton Lot Line Adjustment Number LUA 98-148-LLA, recorded under Recording Number 9903029027. ) PARCEL D: The north 124 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington; EXCEPT the west 33,0 feet thereof; ALSO that portion of the east 252 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, lying southerly of the north 124 feet of said subdivisa on and lying northerly of a line described as follows: (continued) M +-J PLAT CERTIFICATE SCHEDULE A Page 3 LEGAL DESCRIPTION, continued: • Beginning at the southwest corner of said Section 10; Thence north 1650.00 feet; Thence east 660 feet; Thence north 175.00 feet to the TRUE POINT OF BEGINNING of said described line; Thence west 252 feet, more or less, to the west line of the east 252 feet of said subdivision and the terminus of said line. PARCEL E: That portion of the north half of the southwest quarter of northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County Washington, lying within the following described premises; Beginning at the southwest corner of said Section 10; Thence north 1650 feet to the TRUE POINT OF BEGINNING; Thence east 660 feet; Thence north 175 feet; Thence west 252 feet; Thence south 159 feet; Thence west 408 feet to the west line of said Section; Thence south 16 feet to the TRUE POINT OF BEGINNING; EXCEPT the west 30 feet for road. PARCEL F: The north 110 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington; END SCHEDULE A ` CITY opnsmTow ACCOUNTS PAYABLE CHECK NO. 0197010 INVOICE NUMBER oArs P4�N R x:� ���~' ` osacnIPr|ow b/SooumT �� ^��4MuuNT Refund }0/18/01 Appeal withdrawn The Vineya 0 . 00 75 . 00 ' PLEASE DETACH BEFORE DEPOSITING 4$ CITY IF RENTON ••U. " � City Clerk Jesse Tanner,Mayor Marilyn J.Petersen September 26, 2001 Robert Wenzl, President Belmont Homes, Inc. P.O. Box 2401 Kirkland, WA 98083 Re: Withdrawal of Appeal & Subsequent Appeal Fee Refund The Vineyards Preliminary Plat; LUA-00-029,PP,ECF Dear Mr. Wenzl: In response to your notice to withdraw your appeal in regards to the above referenced file, we enclosed our check#0197010 in the amount of$75.00, which represents full refund of your appeal fee received 7/30/2001. If you have any further questions on this, please do not hesitate to call. Sincerely, eeit41.a., Wat6r`J Bonnie I. Walton Records Management Specialist bw Enclosure cc: Fred Kaufman,Hearing Examiner File No.PP-00-029 ntO 1901 2001 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 /FAX (425) 430-6516 0. C. This paper contains 50%recycled material,30%post consumer eil ten:61 elmont P „DI Homes, Inc. _ P.O. Box 2401, Kirkland, WA 98083-2401 Office of the Hearing Examiner City of Renton 1055 S. Grady Way Renton, WA 98055 Attention: Fred J. Kaufman Hearing Examiner ?+ice'`-,'r.•�:+_ y.ti^�� ll! ??Ii!Iil ?if!lfiiii?i!i?!1?'.f!!if?IIi?fi?li ?�!5!if:ii� ? ,,_ A . „ , elmont Homes, Inc, E � � OBI [ L________,,P 18 2001 CITY OF RENTON HEARING EXAMINER September 17,2001 Office of the Hearing Examiner City of Renton 1055 S. Grady Way Renton, WA 98055 Attention: Fred J. Kaufman Hearing Examiner RE: The Vineyards File #LUA00-029,PP,ECF Dear Mr. Hearing Examiner; I am writing to withdraw my appeal of the above-mentioned file regarding The Vineyards subdivision. If you should ave any questions please call me at 206-714-6707. Sincerely y ,ur ? r` .I(R . e z R ,sident/Ap k.ant P.O. Box 2401, Kirkland, WA 98083-2401 (206) 714-6707 SEP-17-2001 16:3? RENTON MUNICIPAL COURT 4254306544 F'.02ib2 ?e.1mont . Homes, Inc. September 17,2001 D P I W IE =} F� i T2001LflJ V L_! Office of the Hearing Examiner —1 City of Renton CITY OF RENTON _HEARING EXAMINER 1055 S. Grady Way Renton, WA 98055 Attention: Fred J. Kaufman Hearing Examiner RE: The Vineyards File#LUA00-029,PP,ECF Dear Mr. Hearing Examiner; I am writing to withdraw my appeal of the above-mentioned file regarding The Vineyards subdivision. If you should ave any questions please call me at 206-714-6707. '' ./ ice7 Sincere, y u 1 / /!�/ J R e F3' ident/Ap nt TOTAL P.02 SEP-17-2001 16:37 RENTON MUNICIPAL COURT 4254306544 P.01/02 , • Aeirriont Homes, Inc. FACSIMILE TRANSMITTAL SHEET • . . TO: FAON: FRED KAUFMAN, ROBERT WENZL HEARING EXAMINER COMPANY: uA'ra: CITY OF RENTON 09/17/2001 I'AX NUMBER TOTAL NU.OF PACES INCLUDING COVER: 425-430-6544 (o S 1.-3 2 PHONE NUMBER: SI.NDER'S REFERENCE NUMBER: 425-430-6515 • J/24 VINEYARDS RE: \'OLR REI•FiRBNCE NUMMIR: WITHDRAWAL OF APPEAL - FILE#LUA 00-029,PP,ECF 0 URGENT . 0 FOR ACTION ❑PLEASE REPLY PLEASE REVIEW ❑ AS REQUESTED VOTES/COMMENTS; Atrached,is our withdrawal of appeal for the project referenced above. You may reach me at the office or via my cell @ 206-714-6707,as needed. 415* ' 411A.A:(-74 THANK YOU. Have ag►eat day! P.O. BOX 2401 KIRKLAND, 'GA 98083-2401 TEL 425-823-4713 FAX 425-825-0956 I. CITI JF RENTON ►, # Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 27,2001, • l sf ‘''�.. • / Mr.Fred Kaufman,Hearing Examiner Office of the Hearing Examiner F,r4ic;;oh, `T�r City of Renton 1055 S. Grady Way " • Renton,WA 98055 • • Re: The Vineyards Preliminary Plat, LUA 00-029,ECF, PP Dear Mr.Kaufman • . This letter is sent to request your reconsideration of condition#3 of your recommendation for • approval of the above referenced preliminary plat. In the early stages of review of this project,the City of Renton Fire Prevention Bureau requested that a cul-de-sac be placed at the western end of NE 6th Street in the plat. The applicant,however, proposed that a through road in a temporary,easement across abutting property.be used as an emergency road connecting NE 6th Street with Union Avenue NE. Staff anticipates that the abutting property will be short platted and redeveloped in the future, at which time,the emergency access road could be improved to higher street standards to meet city • requirements. The road would then serve as a through street to Union Avenue NE. • Because the easement portion of the emergency access would not meet public road standards this access would not be a through street at'this time, and would be gated at the property line and used for emergency access only. . • - Staff is concerned that a cul-de-sac would become permanent, thereby precluding the possibility of completing the grid street pattern in that vicinity. As another possible alternative to a cul-de-sac, a hammerhead turnaround could be placed in an easement on the abutting property. • • If you have any questions regarding this request please contact me at 7382.. Thank you. Sincerely 404r4-e41-Z • Elizabeth Higgins,AICP Senior Planner , • gento 19O1coo1 1055 South,Grady Way-Renton,Washington 98055 ti ., This paper contains 50%recycled material,20%post consumer enten-C‘-l- CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: July 25, 2001 TO: Fred Kaufman, Hearing Examiner FROM: Elizabeth Higgins, AICP SUBJECT: The Vineyards, LUA00-029, ECF, PP — Clarification of Conditions of Recommendation In reviewing the conditions of your recommendation to Council on the above- referenced preliminary plat I wondered if a line, or condition, was inadvertently deleted from the text of the Hearing Examiner's Report and Recommendation. Conditions 5. and 6. of the Report refer to "the pathway", but there does not appear to be a clear requirement to install or construct said pathway. The staff report to the Hearing Examiner included the following: 2) A concrete paved pedestrian walkway (sidewalk) shall be constructed in a public right-of-way from Union Avenue NE to Vashon Avenue NE in the area designated "Public Open Space Tract 'C'." This condition is not included in the final Report. I am concerned that unless clarified, the applicant will avoid constructing a pathway that staff believes is important in order to provide pedestrian access to what is otherwise a somewhat isolated property. Thank you for consideration of this matter. Aelmont Homes, Inc. FD) El , July 24,2001 . JUL 2 6 2001 C!TY OF RENTON Office of the Hearing Examiner � 1i,lr+clvc EXAM11�ER City of Renton 1055 S. Grady Way Renton, WA 98055 Attention: Fred J. Kaufman Hearing Examiner RE: The Vineyards File #LUA00-029,PP,ECF Dear Mr. Hearing Examiner; I am writing in response to your report and recommendation on the above- mentioned file. The specific issue I have is in regards to recommendation #3 on page 11 of your report. You have recommended that the applicant construct a standard cul-de-sac turnaround at the westerly end of NE 6th Street. I believe that all departments of planning and public works have reviewed the plan as was presented to you and approve of the plan. The intention of the design is to allow for future connection to Union avenue and continue NE 6th Westerly. I all publications and public hearings there was NO opposition to the design from the public. Not only would this recommendation be a deterrent for the extension of NE 6th street Westerly to Union it would also put an extreme burden on the project with the loss of a minimum of 3 affordable building lots. One very important issue in this property is infill affordable housing. With the creation of the cud-de-sac over 8% of the lots would be consumed by the construction of the cul-de-sac. Which the city does not want and DOES want NE 6th to continue Westerly in the future. P.O. Box 2401, Kirkland, WA 98083-2401 (206) 714-6707 I would respectfully request that you reconsider the recommendation of a standard cul-de-sac and delete this from the report. It would be very difficult for the City to extend NE 6th through to Union IF a cul-de-sac is constructed. If it unreasonable for you to delete this recommendation from your report I would request that you consider a standard City of Renton hammerhead turn-a-round. A portion of the hammerhead would be over lot 14 of the proposed plat. A temporary easement would be created on this lot until NE 6th street is continued Westerly. This would not alter the layout or cause reconfiguring of the lots and the public would have the turn-a-round area that would be necessary at the westerly end of NE 6th Street. I appreciate your review and look forward to your response. Sincerely yours, Robert P. Wenzl President/Applicant DF RENTON _l Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman August 13, 2001 Robert P. Wenzl Elizabeth Higgins President Planning/Building/Public Works Dept. Belmont Homes,Inc. City of Renton PO Box 2401 1055 S.Grady Way Kirkland, WA 98083-2401 Renton, WA 98055 RE: The Vineyards Preliminary Plat,LUA00-029,ECF,PP Dear Mr.Wenzl and Ms.Higgins: This office has received two requests for reconsideration, one from staff and one from the applicant, as well as a request from staff to clarify Condition Numbers 5 and 6. This office has reviewed these requests. This office completely sympathizes with the objective of providing affordable housing. But such housing cannot be done at the expense of orderly development that meets code standards. The proposed "wide spot" in the road is not sanctioned anywhere in code. It is merely an expedient circumvention of normal road building standards. It is completely inappropriate to rely more or less on using some resident's private driveway to facilitate a u-turn on a public street. The lack of opposition to the proposal from the public is not demonstrative. There are a number of improper design issues that would not affect the general public,particularly,before the project is inhabited. The consequences of this "turnaround"would only be felt after the unorthodox turnaround and repeated u-turns occurred on someone's private lot. Both the applicant and staff suggest that the property west of the subject site will eventually be platted allowing the road to be connected to Union Avenue NE;no timeframe exists and it could be months or even years. It may not happen at.all. The current gated,but defacto dead-end of NE 6th off of Union could stay that way for a long time with no certainty that a public road connection to Union would ever be created. Similarly, an easement over a private, inhabited lot for a turnaround to serve an entire 42-lot plat is inappropriate. Again,it may have to serve as an official turnaround or u-turn route for a long time. A temporary turnaround on Proposed Lot 14 would work in the interim as long as that lot is not developed. Again, it is completely inappropriate to rely on a private lot's area for a needed turnaround to accommodate the general public. This is not the instance of a small short plat where interior lots need a hammerhead turnaround but a full plat. Therefore,Proposed Lot 14 should serve in its entirety as a turnaround,which could be abandoned when and if the property to the west is actually subdivided, and a through road to Union is created. Once a through road is created then Proposed Lot 14 could be developed with a single family home. The remainder of the lot could be used as a temporary tot lot or picnic area. While this would result in the temporary loss of one lot from the proposed subdivision, it would nto 1.9012001. 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6515 :;? This paper contains 50%recycled material,20%post consumer not be a permanent loss since both the applicant and staff believe that the property to the west will create the through link to Union in the future. Therefore, Condition Number 3 shall be altered to read as follows: 3. A temporary hammerhead turnaround shall be constructed on Proposed Lot 14 and Proposed Lot 14 shall not be developed with a single-family home until NE 6th Street is connected to Union Avenue NE by a full,open dedicated public street. Staff was concerned that neither Condition Numbers 5 nor 6 directed the applicant to install the path in Open Space Tract C. Therefore, Condition Number 6 shall be altered to read as follows: 6. The path shall not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. The applicant shall be responsible for constructing the pathway. The parties may seek additional clarification, seek additional reconsideration or appeal to the City Council within 14 days of this decision. Such additional relief shall be filed not later than 5:00 p.m. on August 27,2001. If this office can be of further assistance please feel free to write. Sincerely, Fred J.Kauf an Hearing Examiner FJK/kw cc: Mayor Jesse Tanner: Councilperson Kathy Koelker-Wheeler y-- " • Jay Covington,Chief Administrative Officer, Larry Warren,City Attorney Gregg Zimmerman,Plan/Bldg/Public Works Administrator Neil Watts,Development Services Director Sue Carlson,Economic Development Administrator Alex Pietsch,Economic Development Director Larry Rude,Fire Marshall Larry Meckling,Building Official Planning Commission Transportation Division Utilities Division Jennifer Henning,Development Services Janet Conklin,Development Services Sandi Seeger,Development Services - Parties of Record • AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ss. County of King ) Kelly Williams being first duly sworn,upon oath, deposes and states: That on the 16th day of July, 2001 affiant deposited in the mail of the United States 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: kkLID,. m SUBSCRIBED AN1MORN to before me this/(clay of ,, 2001. D. L01, , � rI,, �p, :0 .0 40 fin: O 0 V = Not Public in and for the State of Washington, s), pq`p�. = Residing at ( c7 '{�/.� ,therein. o~ r'�9�OF WASH. Application,Petition, or Case No.: The Vineyards Preliminary Plat LUA-00-029,PP,ECF The Decision or Recommendation contains a complete list of the Parties of Record HEARING EXAMINER'S REPORT July 16,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Bob Wenzel Belmont Homes PO Box 2401 Kirkland,WA 98083 File No: LUA00-029,PP,ECF LOCATION: Union Avenue NE,between NE 5th Street and NE 7ch Street SUMMARY OF REQUEST: Subdivide a 7.32 acre site into 42 lots suitable for construction of detached, single family houses SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on June 5,2001. PUBLIC HEARING: 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 June 12,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,June 12,2001, at 9:45 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: Preliminary Plat Map application, proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary Plat Map,North Portion Exhibit No. 4: Preliminary Plat Map, South Portion Exhibit No. 5: Topography Map and Existing Site Exhibit No.6: Finish Grading Plan Conditions Exhibit No.7: General Utility Plan Exhibit No.8: Sanitary Sewer Profiles Exhibit No. 9: Drainage Control Plan Exhibit No. 10: Storm Drainage Profiles The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 2 Exhibit No. 11: Tree Cutting/Land Clearing Plan Exhibit No. 12: Zoning Map Exhibit No. 13: Wetlands Trail Background Exhibit No. 14: Wetland Delineation Map Information The hearing opened with a presentation of the staff report by Elizabeth Higgins, Senior Planner,Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055.Ms. Higgins reported that the owner of record of the tax parcels involved is Bob Wenzel. The property is located at 550 Union Avenue NE. There is an emergency access proposed at the southern portion of the property that would front on Union Avenue NE. The property is zoned R-10. There are some other zones around it. The property to the east is R-10 and abutting that is a suburban zone. To the north is an R-8 zone. There is an R-8 zone on the eastside and also some R-14 with developed apartment buildings or condos at the southeastern portion. The property all around it is developed except for the property abutting to the west. The proposal is to subdivide, by means of a preliminary plat, property existing of about four tax parcels. There are structures on the property in various states of disrepair. The structures will all be removed from the site. There are wetlands located on the property that continue on to abutting property. The southern portion of the development has wetlands with a 50-foot buffer because they have been classified as Category 2 wetlands. The northern part of the property has been more impacted by past development. These wetlands have been classified as Category 3 and have a proposed 25-foot buffer. There is a small isolated wetland in the southeast corner of the property that because of its size is not regulated by the City of Renton and will be filled. The applicant has proposed developing 42 lots suitable for detached single-family houses. The R-10 allows attached or semi-attached housing. The density could be 13 dwelling units per acre because the homes will all be detached. Because of the wetlands on the property and the configuration of the property the proposed density is only 7.7 dwelling units per acre. Access to the site would come from NE 6th Street. It will not continue through because there is no right-of-way dedicated at this time and there are wetlands. The proposal is to extend NE 6th Street onto the site and where there would be a T-intersection. NE 6th Street would continue to the south and then precede west through an emergency access to Union Avenue NE. To the north would be a new public road Vashon Avenue. The pipestem out to Union Avenue NE has been proposed as a paved pedestrian walkway. Staff will have to work with the applicant to connect the paved walkway over to the new Vashon Avenue so that it does not just end before reaching Vashon Avenue. Stormwater will be collected from all the paved areas and directed to a detention facility where it will be treated prior to being discharged into a City system. The roof drains will probably be infiltrated due to the wetland. The Environmental Review Committee(ERC)met and discussed this project and issued a Determination of Nonsignificance with Mitigation(DNS-M). There were no appeals filed. The ERC developed five mitigation measures that include;using the 1998 King County Surface Water Design Manual to calculate the surface water runoff and that Level 2 flow control be used,the wetland buffers be delineated with a 4-foot high split rail wood fence,the applicant pay the applicable transportation mitigation fee at the rate of$75 for each new average weekday trip attributable to the project,the applicant pay the fire mitigation fee at the rate of$488 per new single-family residential lot, and that the applicant pay the park mitigation fee at the rate of$530.76 per new single-family lot. ' The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 3 The criteria used for evaluating the appropriateness of the preliminary plat included the land use element for residential options. This is the Comprehensive Plan designation that allows the 10 units per acre density. This is a difficult zone in the City. It allows very small lots. There are some difficulties in getting this zone to work; but staff believes that this plan is one that will probably work in this zone. The intent of the R-10 zone is to create affordable housing in the City. The lots will range in size from 3,559 square feet to 7,539 square feet. The average lot size will be 4,600 square feet. Most of the lots are directly accessible from the new public streets or the cul-de-sac. Lot 17 is located in back of lot 16 and will be accessible from a driveway extended from NE 6th Street. The applicant requested that the standard right-of-way of 50 feet be reduced down to 42 feet. Sidewalks may be placed in easements on private property. The pavement width would still be the standard of 32 feet. The advisory notes have been revised since they were issued with the Environmental Committee Review. These are items that are required by code or otherwise required by the City but are not appealable. There are some special utility requirements covered in the advisory notes. Because staff is now looking at the potential development of the abutting property there is a requirement that a sewer extension connect NE 6`h Street with the abutting property. In the vicinity of the drainage pond there needs to be a center sewer connection up to the abutting property. The sewer connection can be made either from Union Avenue NE or from NE 6th Street. Staff will be requesting that a native growth protection easement be created to protect the wetlands. There is currently a road in the 50-foot buffer. There is some additional area that is not designated as wetland or buffer that could be used for buffer averaging. The buffer cannot be any less than 25 feet. With this in mind there is still a road within 25 feet of the wetland. Trails are allowed in a buffer. Ms. Higgins would recommend an added condition that a revised wetland delineation be submitted demonstrating the edge of the wetland off the property,which would require cooperation with the neighbor, and that the 25-foot buffer line be continued. When this application was submitted the 1998 King County Surface Water Design Manual was not required so it is unknown at this time how big the detention system has to be. Before the developer completes the construction documents they would be required to do calculations based on the 1998 King County Surface Water Design Manual. Ms.Higgins went over the conditions by staff. Conditions include; compliance with the Environmental Review Committee Mitigation measures; a paved pedestrian walkway,preferably concrete,be constructed in the public right-of-way(pipestem to Union Avenue NE); and a maintenance agreement be drafted and recorded or a homeowners' association be established for maintenance of the common areas. An additional recommended condition is that a native growth protection area easement be created for the wetland and the buffer areas. Robert Wenzel, 11411 NE 124th St. Suite 225,Kirkland,WA 98034 stated that he is the owner and the applicant. The owner of record is Belmont Homes,Inc. He is the president of Belmont Homes. He concurs with staff on compliance and will comply with the ERC mitigation measures. He is in support of the new native growth protection area requested today. In paying the mitigation fees he wants to clarify the number of credits that are received for existing structures or existing tax lots.There are currently six legal tax lots in the project. Mr. Wenzel's concerns regard the pedestrian pathway that staff would like dedicated for public open space. The pathway that goes out to Union Avenue NE does go through the main portion of the wetland. Constructing this The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16, 2001 Page 4 pathway out of concrete or asphalt would be a challenge. The existing roadway goes through the wetland and is submerged a fair part of the year. To put a functional long life concrete or asphalt walkway through there would be very challenging. It is possible that a less invasive type of pathway, such as crushed rock or chips of some kind,might present a better opportunity to connect the pathway through the wetland buffer. Ms. Higgins stated that the City is not interested in taking this piece of property just to maintain it if there is no walkway on it. Cheryl Girard,American Engineering Corp.,4032 148°i Avenue NE,Redmond, WA 98052, stated that the proposal as it currently exists regarding the eye brow or half cul-de-sac at NE 6th Street would in fact continue the sidewalk in a depressed form around the actual right-of-way or vehicular travel pattern on at the southern edge of the expanded apron. The curb and gutter is proposed as rolled curb and cutter,which is drivable surface. This area is also proposed as an alternative turn-around for emergency vehicles. Ms. Girard reported that the turn around area at the end of NE 6th Street is an expanded pavement area that was proposed to assist the public in turning around. Again rolled curb and gutter was proposed to create a drivable surface making the total drivable surface 30 feet wide,which is usually ample for a normal vehicle to turn around in. The sanitary sewer,with respect to the offsite parcels immediately north of lots 17 and 20, is currently proposed sanitary sewer easement. There is sanitary sewer at the eastern portion of the site at NE 6th Street but due to its depth the majority of the site could not be served from this location. They are proposing connection for sanitary sewer via easement at the westerly extension of NE 6th Street and southerly along Union Avenue NE to an existing structure near NE 5th Street intersection with Union Avenue NE. Tracts A and D on the preliminary plat are setup such as they can be dedicated native growth protection areas. The property immediately west of Tract E future development is an open right-of-way. At this point and time there is no proposal for utility connection through the wetland. That tract is reserved for future development and/or buffer averaging if it is needed. A pedestrian walkway is possible through the pipe stem out to Union Avenue NE as long as there are mitigating proposals. They are currently proposing that the pedestrian access be provided from Union Avenue NE in an easterly direction to the back of lot 37 then northerly along the buffer to where the path would connect with the sidewalks at the extension of Vashon Avenue NE. Tract B is identified as the storm drainage tract. The storm drainage calculations have been prepared and there is approximately 17,000 cubic feet of combined detention and water quality storage that fit into that facility with an approximate active storage depth of five feet. They can always go deeper;there is an additional two feet of extra storage capacity available. The storm drainage issues have been addressed. Ruth Brandal, PO Box 12820, Everett, WA 98206, stated that she and her husband are the owners of the property located north of NE 6th Street and south of the pipestem that fronts on Union Avenue NE. They have done a wetland study. The wetland to the north near the cul-de-sac and the wetland down in the south is all one continuous wetland that runs through the center of their property. Because of the size of the wetland there really is nothing much to be developed on the eastern boundary of their property. All of the development would be proposed to front on Union Avenue NE and it would probably be something like a nine lot short plat. Because of that they need to know that they have access to sewer. Kayren Kittrick,Development Services Division, stated that currently there are no standards for the proposed turnaround at the western edge of NE 6th Street. There are emergency turnarounds, fire department turnarounds Tile Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 5 but for a turn around in a street that has an access out,there is no such standard. It was known that the wetland would encroach so this was worked out so that they could show that there was something for the public to use to turnaround. The standard for the pavement on the access easement or emergency access is 20 feet of pavement. Bollards are not allowed in any shape or form and the fire department will disallow the entire project if the developer tries to put a bollard in. A gate is allowed and will be recommended. Sewer will be going across where the emergency access is located. The wastewater utility had declared that they needed an opening, an easement for possible service. The pre- application at that time showed the possibility of there being a lot above lot 17. They were requiring an easement but not necessarily an extension. It was matter of making service available to public service. There was concern because of the size of the parcel to the north,the Brandal parcel,that there be access to that edge because the sewer can be extended up Union Avenue NE to serve the properties that face Union Avenue NE. Rolled curb and gutter are not allowed in this area. The depressed sidewalk in the proposed eyebrow area is also not allowed in current standards. It was unclear if this area was going to be dedicated or not and if it is not, staff wants nothing to do with it. Shared driveway access for these lots is highly recommended but not required. Based on the calculations that Ms. Girard shared for storm drainage it will probably be able to handle it and there is a certain amount of water that is wanted to go into the wetlands anyway to keep them watered. Both of the wetlands to the north and the south were under code enforcement actions for several years running due to the damage being created by local owners doing some minor fill here and there. Over several years more dirt and garbage was brought in. Therefore it is very likely in looking at them that the wetland biologist could very well make a determination that they were different types or grades of wetland. There has been varying degrees of success in getting the code enforcement against it. Just above the north property line where it connects into The Orchards,Wetland A started out as a garbage line ditch and was created as part of the mitigation for The Orchards plat when it went in. Mr. Wenzel stated that in regard to the wetland in tract D,there was an agreement of some kind that was crafted between the City and the previous owner that either mitigated or made an agreement that that wetland buffer would be 25 feet in consideration for some mitigation agreements. This is how he established the 25 feet on tract D. Mr. Wenzel stated that he has no problem with eliminating the eyebrow. Ms.Higgins stated that she had a few suggestions. A fourth condition was added that the native growth protection area easement be established. Condition number two can be revised by deleting concrete paved to say, "a pedestrian walkway shall be constructed."This will leave the negotiation with the applicant as to the most appropriate type of construction for this walkway. There does need to be some type of pedestrian connection in order for students to get out to Union Avenue NE to catch a bus to go to school. There are many wooden structures built in wetlands that cause very little impact. A suggested additional condition would be that a wetland mitigation plan be submitted prior to the recording of the plat. In this plan measures that need to be taken to restore wetland areas if necessary can be looked at. There is some intrusion of roads into the wetland area. Some averaging or mitigation could be used in those areas along the edges where there is no development planned and are outside of proposed lots. This should be submitted in a mitigation plan. Mr. Wenzel stated that the end of NE 6th Street will be revegetated and a mitigation plan will be submitted. Mr. Wenzel stated that he did provide a wetland study, delineation and the boundaries in the plan. He does not believe that they have made a particular restoration plan. What they have been working on is making sure that there were no other materials or issues in the wetland other than taking out the fill and restoring it. ' The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 6 Ms.Brandal would like more clarification on the outcome of the sewer issue. She was under the impression from her conversation with the utility that the sewer needed to be at a maximum two percent slope from NE 5th Street and Union Avenue NE in order to go beyond her property to the north and service some properties that come up toward Union Avenue NE. Ms.Higgins clarified that the statement"side sewer lines must have a two percent slope" is a standard statement. It is not specific to this particular property. Everytime a developer puts in a side sewer it has to be sloped two percent. It is an issue that will be looked at in the construction document phase. Ms.Brandal stated a concern regarding a sewer extension. The property north of the emergency access road and west of the proposed of development and south of her property has a great deal of wetlands and probably has minimal development potential. The problem exists that without getting some required sewer line to the north somewhere between Union Avenue NE and tract B heading north to the boundary line she may not have the right or access to get sewers to her property except by coming up the middle of Union Avenue NE. Ms.Higgins explained that the way it reads is, an extension to the property boundary east of Union Avenue NE and north Tract B. She believes the City does require that utilities be stubbed to undeveloped parcels. Streets are not required to be stubbed. Ms.Kittrick stated that the discussion from the wastewater utility is that they do want a connection to the north. If the connection cannot be decided upon as to exactly the depth, etc.they at the least want an easement so that they can have a connection. The concern is about the wetlands. Ms.Brandal would like the sewer connection to be along the western boundary,with the delineation of the wetlands it would encroach. By being on the other side it is out of the wetland boundary. It would have to be along Union Avenue NE to be the most effective and shortest range. They will work with all people involved to find an equitable manner of serving while still preserving and conserving the wetlands and do the least amount of damage. 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 was adjourned at 11:20 a.m.,to be continued to a future date. The continued appeal hearing opened on Tuesday,July 3,2001 at 9:32 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Ms. Higgins stated that there were questions on several issues. One of those issues was alternative methods for providing a pathway through the wetland. There is a 16-foot access that crosses at the north of the Brandal property,which is a large parcel that may be developed in the near future. It connects the proposed plat with Union Avenue NE. It goes through a wetland. One of the recommended conditions of approval by staff was to provide a pedestrian pathway in this area so that students trying to get out to Union Avenue NE can get there without having to trespass or mush through the wetland. The Environmental Review Committee supported this concept and the head of public works has committed the City to maintaining it if it is built by the developer. Staff has requested a paved pathway and the developer is proposing an alternative to pavement such as gravel or crushed rock. Ms.Higgins stated that additional information was required from the applicant that would clarify the location of the wetland on the adjacent property. The Wetland Delineation map was entered as Exhibit No. 14. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 7 Ms. Higgins demonstrated on the map where the buffers are located. The buffer does not connect very easily where the pipestem goes out to Union Avenue NE. One of the problems with this wetland is that the upper area is very disturbed. This wetland to the south is slightly better quality. It has been impacted by fill that took place over the years. It is a Category 2 wetland and is a Category 2 across the Brandal property. There will have to be a connection somehow to public road. The developer will have to make suggestions on how to move the property lines around to connect this pathway to the public road. A pathway can be placed in a wetland buffer. There was some question as to whether or not a road would be allowed within 25 feet of the wetland. This concerns the emergency access running directly along lots 13, 14 and 15. It is the extension of NE 6th Street. It will be a paved 20-foot wide road. They could do some buffer averaging and reduce the buffer down in this area but the buffer cannot be reduced more than 50 percent of the required width. This road is within the 25-foot area. Staff reviewed the Code and found in Renton Municipal Code; Section 4-3-050C, Subsection 5: Specific Exemptions Critical Areas and Buffers,E.Roads Parks and Public Utilities,4. Modification of Existing Utilities and Streets by 10 percent or less: "Over building enlargement beyond existing project needs or replacement of existing utilities systems and replacement and or rehabilitation of existing streets provided that the work does not increase the footprint of the structure line or street by more then 10 percent within the critical area and or buffer areas is exempt from the critical area regulations." This is an existing street, it cuts across the Williams property but it has been serving the existing houses at the eastern portion of this proposed project. The street has been established. Staff is not proposing that it be built to public street standards. They are requiring that it be paved for emergency access but are not requesting that it be increased in the buffer area by more then 10 percent so it would be an exempt activity. Ms.Higgins stated that the configuration of the emergency street is not a City of Renton standard street configuration. It is a City of Seattle type situation and it has been accepted. Ms. Girard discussed the alternative surfacing for the proposed walkway other than a concrete walkway. She has been told that the inundation depth is between three and four inches of water. It could probably get up to a half a foot in depth. They are not averse to installing a boardwalk;however,the maintenance, installation costs the disturbance to the wetland would be greater than installing a crushed walk surface or perhaps even a wood chip surface to a sufficient depth. As far as the route of the pathway it was suggested that the pathway could connect to the public road through lots 37 and 38. Currently these lots are configured such as they are of a minimum width. Putting a pathway between these two lots could interrupt the building potential of those lots. They are currently proposing running the pathway along the edge of the buffer in a northerly direction up to where it connects directly to the cul-de- sac. The applicant has decided to eliminate the eyebrow at the southeast corner or the intersection of NE 6th Street and Vashon Avenue. They would still like to install the other eyebrow,which is at the westerly terminus of NE 6th Street. This is not for emergency vehicles; it would be for the public. Ms.Kittrick stated that the eyebrow at the end of NE 6th Street is a design that transportation and traffic people were familiar with from their history in Seattle. It is specifically for the convenience of those who are unaware that it is a dead end. It would need to be marked no parking. City of Renton will have the ability to have parking enforcement because it is a public street. It would be dedicated public right-of-way. It won't be an easy turn it will be a broken U-turn. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 8 Ms.Higgins stated that she had suggested that the pathway be connected to Vashon Avenue between lots 37 and 38. The reasoning for this is on the wetland map the lot lines have changed somewhat. Lot 34 has a wider frontage on the cul-de-sac then required. The developer could shift all the east-west property lines for lots 34, 35,36 and 37 to the north leaving an area between lots 37 and 38 to connect to Vashon Avenue. 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 9:58 a.m. FINDINGS,CONCLUSIONS&RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Belmont Homes,Inc., filed a request for approval of a 42-lot preliminary plat. 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)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 550 Union Avenue NE. The subject site is located on the east side of Union north of NE 5th Street. The subject site is actually approximately 120 feet east of Union. It has a Union Avenue address due to a narrow 16-foot wide,approximately 350 foot long dogleg out to Union. 6. The subject site was annexed to the City in June 1981,with the adoption of Ordinance 3553. 7. The site received its current zoning classification,R-10(Residential- 10 dwelling units per acre),with the adoption of the new zoning code in June 1993. The density in the R-10 zone is required to be between 7 and 10 dwelling units per acre. 8. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of residential options,but does not mandate such development without consideration of other policies of the Plan. 9. The subject site is an irregular somewhat L-shaped parcel. The subject site is narrow in the north and widens to the south. Its eastern and southern property lines are straight while its western property line jogs considerably around adjacent property to the west. 10. The subject site is approximately 318,728 square feet or 7.32 acres. The parcel is approximately 955.84 feet long(north to south). The parcel is approximately 495.78 feet wide at it south boundary and 321.02 feet wide at the north end. 11. The subject site consists of a number of underlying lots.A number of older single-family homes and outbuildings are located on these underlying lots. These buildings will be removed if the new plat is approved. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 9 12. The western edges of the subject site are dominated by wetland areas. Near the northwestern corner of the subject site are Class 3 wetlands. It is approximately 17,000 square feet in area. Class 3 wetlands require a 25-foot buffer. Near the southwestern corner of the subject site is an approximately 3,920 square foot Class 2 wetland. A 50-foot buffer is required for Class 2 wetlands. These wetland areas actually continue off site to the west and are somewhat interconnected. The narrow dogleg in the center of the subject site that connects to Union Avenue NE also traverses across a wetland. The total wetland acreage is approximately 21,535 square feet. 13. There are a variety of residential uses in the vicinity of the subject site with a mix of R-10 zoning such as found on the subject site and R-8 (Single Family; Lot size-4,500 sq ft). Along NE 4th Street south of the subject site are commercial uses in a Center Suburban Zone(CS). 14. The subject site generally slopes down to the southwest and northwest where the primary wetlands are located from a high point near the center of the east property line. The slope approaches approximately 12 percent(12%)and is unregulated. 15. The R-10 zone allows both single family and attached housing. The applicant proposes developing 42 lots for detached single-family homes only. 16. Approximately 58,492.00 square feet would be used for roads. This, along with the wetland area, is subtracted from the gross acreage to determine density. The approximately 238,701 square feet remaining would have a density of 7.7 units per acre. 17. The main access to the subject site will be from an "L-aligned"roadway with a T-intersection to Bremerton Avenue NE. The 42 lots would be located on both sides of this road. 18. The R-10 zone requires a minimum lot size of 3,000 square feet and lot widths of 30 feet for interior lots and 40 feet for corner lots as well as a lot depth of 55 feet. Staff noted that all the lots meet these minimum requirements. 19. The applicant will be importing approximately 12,000 cubic yards of clean fill to create road subgrades and suitable building pads for homes. 20. NE 6th Street, a new east to west Street,would enter the plat from the east from Bremerton Avenue NE. It would almost immediately form a T-intersection. At that point it would join a new segment of Vashon Avenue NE. Vashon Avenue NE would end in a cul-de-sac at its north and curve to rejoin NE 6th Street as it runs west toward but does not connect to Union. There would be a gated, emergency connection to Union Avenue NE. Proposed Lot 17 would have its access via an easement across proposed lot 16. 21. The applicant originally included a widened bulb on the outside of where Vashon and NE 6th Street joined and turned. At staffs suggestion that was removed during the public hearing. There is also a slightly widened area at the western end of 6th where it ends at the emergency gate. It is somewhat like a pull out but not as wide as a parking space. It is intended to allow vehicles to complete a U-turn. 22. The wetlands and their buffers appear to be fully delineated on updated plans submitted at the continued hearing. The portion of NE 6th Street at the southwestern corner of the plat will cross or displace approximately 2,039 square feet of wetland buffer area. 23. The 42 homes would generate approximately 402 traffic trips per day over neighborhood roads. There • The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16, 2001 Page 10 were no reports of transportation issues by Staff. 24. The subject site will generate approximately 19 students. The students would attend schools in the Renton School District and would be placed on a space available basis. 25. The subject site is located within an Aquifer Protection Area and appropriate protective language will be required on the plat documents. Clean, certified fill will be required for any materials imported to the site. 26. Tract B, in the southwest corner of the subject site, immediately east of the southwestern wetland,would serve as the storm water detention system. Water quality treatment will be provided on the site. The applicant will be required to comply with the 1998 King County Surface Water Design Manual. 27. The subject site will be served by City of Renton sanitary sewer and water service. 28. Staff has recommended that a trail or pathway be provided between the cul-de-sac and Union Avenue NE across the narrow dogleg that connects between the north interior of the parcel and Union Avenue NE. It would cross the wetlands to provide a footpath since the route down to NE 6th Street and Union Avenue NE from the cul-de-sac is fairly lengthy. An issue was the type of surface material to be used since the dogleg is inundated by wetland water during certain times of the year. Suggested surfaces were a hard surface such as asphalt or concrete, gravel, bark or a boardwalk. The connection to the cul-de-sac was also at issue. The question was should the path run from the wetland buffer at the cul-de-sac which would run to the rear of approximately four lots and traverse north or traverse directly east from the dogleg between Proposed Lots 36 and 37 or between 37 and 38. If it ran between the lots, it might reduce one of the lots in size and be intrusive. CONCLUSIONS: 1. The proposed plat appears to satisfy the public use and interest. The plat will provide 42 additional smaller lots for detached housing. The plat has been designed to work with and around two wetlands and their respective buffers while providing a fairly rectangular lot layout and rectilinear street system. 2. The plat creates additional housing while preserving the natural wetland communities on the site thereby meeting the policies and goals of the Comprehensive Plan. 3. The project provides infill in an area in which urban services are available. It meets the required densities of the City with a density of 7.7 dwelling units per acre. 4. The development should not tax either the road system or the existing utility infrastructure. It will, however, add another approximately 400 cars to local streets. 5. The development of the additional lots will increase the tax base of the City. The applicant will also be paying Fire,Parks and Transportation Mitigation fees to help offset its impacts on City services. 6. Staff is correct that a pathway between the northern portion of the plat and Union Avenue NE across the dogleg makes sense as a walking shortcut. It should be designed so that it is useable most, if not all, seasons of the year. It probably will be most in demand during the school year,which also probably corresponds with the more rainy or wet periods. The choice of design and material should be determined by the Parks Division of the City and they may select from raised,planked boardwalk, asphalt,concrete or other suitable, low maintenance materials which further permit the wetland functions to be minimally disturbed and allow water to flow appropriately between the wetland areas north and south of the pathway. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16, 2001 Page 11 7. The path should not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. 8. The non-standard turnaround at the western end of NE 6th Street does not seem appropriate. Creating a situation where vehicles will probably have to use private driveways to negotiate a legal U-turn does not appear reasonable and it not justified by code. It should be a standard cul-de-sac turnaround although offset to the south to avoid any further intrusion into the wetland or its buffer. This probably will require a reconfiguring of the lots in that area and a possible loss of one lot. 9. The applicant shall provide a means of both wetland and aquifer recharge. 10. The development of the subject site will create additional traffic and noise associated with residential development but these impacts should not create any undue impacts on the overall community. 11. In conclusion,the proposed plat appears to provide a new and reasonable residential community and should be approved by the City Council. RECOMMENDATION: The City Council should approve the Preliminary Plat subject to the following conditions: 1. Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental Review Committee Threshold Determination. 2. A maintenance agreement shall be drafted and recorded,or a Homeowners' Association be established, for the maintenance of all common stormwater and access improvements. 3. The applicant shall, at the western end of NE 6th Street, design a standard cul-de-sac turnaround, offset to the south to avoid intrusion into the wetland or its buffer. If this requires reconfiguring of the lots,the plat plan shall be submitted for review by staff and the Examiner prior to submission of the plat to the City Council. 4. The applicant shall provide a means of both wetland and aquifer recharge. 5. The pathway shall be subject to review and approval by the City. The choice of design and material should be determined by the Parks Division of the City and they may select from raised planked boardwalk, asphalt,concrete or other suitable low maintenance materials,which further permit the wetland functions to be minimally disturbed and allow water to flow appropriately between the wetland areas north and south of the pathway. 6. The path should not intrude into the lot areas or privacy of the sideyards of any of the lots so it should be routed to the north in the wetland buffer to the cul-de-sac. The Vineyards Preliminary Plat File No.: LUA00-029,PP,ECF July 16,2001 Page 12 ORDERED THIS 16th day of July,2001. "\-1--(2— FRED J.KAUF N HEARING EXA R TRANSMITTED THIS 16th day of July,2001 to the parties of record: Elizabeth Higgins Robert Wenzel Ruth Brandal 1055 S Grady Way 11411 NE 124th Street, Suite 225 PO Box 12820 Renton,WA 98055 Kirkland,WA 98034 Everett, WA 98026 Kayren Kittrick Cheryl Girard 1055 S Grady Way American Engineering Renton,WA 98055 4032 148th Avenue NE Redmond,WA 98052 TRANSMITTED THIS 16th day of July,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,July 30,2001. 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 a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This 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 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.,July 30,2001. 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 r , The Vineyards Preliminary Plat - File No.: LUA00-029,PP,ECF July 16,2001 Page 13 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 rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: June 12, 2001 Project Name: The Vineyards Preliminary Plat Applicant/ Belmont Homes, Inc. Address: P.O. Box 2401 Kirkland,WA 98083-2401 Contact: Bob Wenzl Owner/ Same as applicant Address: File Number: LUA-00-029, ECF, PP Project Planner: Elizabeth Higgins, AICP • ..,...;;,...„..a. LA crew.: n:fir` i • . • m..>...�y1r� "——"_ -_-_. : t' �C� � Li•1 9 a a a rt 1� Im4t�'Si7� :,'-��I� twl' I. E - �y•on ,.,•P< .,�. I.I.. • �'y ,�1 •'...r EMM — t TSII �i�7 s z , ii �a •; ill .. ' Un pin iB 4 :4 F•>�t i i 74"� '1Q I -" 9 •@— r n.L. �rN v ��df s 4,. <®; it " til as1`i;•d•., , Eat , ��' ., 14,11. mimes'• .- rr Y ...Z v:- '2. \J m �sr 9r i L. t19T .�C' 410 �°• - J o 74-V'.Y- y5 Nc ,,,'n ,"1"i:1.T,H- ''J'� C : •. ' a '• i e1 O��+ } • .7 � I ®,bRt m'9 < :4O ,'a31..7 ,,,,t, 1--uaia ••'••'' -Nk'. .t • 5, _ 'v. .r... i�$ SI , ; �-0 E 9 ,DIN t -'i�Ilc ", s.. l•e. 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LS�.®'osiIL71Ys•�®L[�+4 r ...�..- .R -,.�.-� ...�.. •a N I i ]]]�kpppe . 9 ' j d- ' • AM F ��9- r I ! I _ " '• `,.v"fP> • �3 Y i J �..` ' __ :?] S e i 0 e 9 e el a e 1 P IfR Sr PLAT F, Q A:41 • I? n9 y I -_ - ,,•.,•�„'• .I1' al'0• MARTIN'S ACREy TRAC-� L 3 •I 4. ,-_I;;`, '' •�1 No•,N.. Down. ?I� • _ .. UNREC.- . - 61rr u. a , .,.. c9 9r a:. e q o I i. A' O' `—dry �" ` •.. 4 -`-'--T-c3 . -•---- .._!L___,` -DTIt 'Pr' I: i CQ i D . I i fit _. a a. a' .�•' - _ In) m tt • �. I ,�=ri '�` •`Do-. e� A City of Renton P/B/PW Departmen'r Preliminary Report to the Hearing Examiner ' THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12,2001 Page 2 of 14 Project Summary: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A) site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. The property is located on Union Avenue NE, between NE 5th Street-and NE 7th Street. It is comprised of six tax parcels now under a single ownership. There are five single family residences that would be demolished. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Access would be from a new extension of a public street, NE 6th Street, which connects with Bremerton Avenue NE to the east. An emergency-only access would be available from Union Avenue NE. Approximately 12,000 cubic yards of fill would be imported for road subgrades and home construction. The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). Project Location: The project is located in Northeast Renton, at 550 Union Avenue NE. Hearing Exhibits: Exhibit 1: Project File(no date)containing the original application, proof of posting, proof of publication, and other documentation pertinent to this request. Exhibit 2: Sheet 1 of 3; Preliminary Plat Map and Vicinity Map (03/19/01) Exhibit 3:Sheet 2 of 3; Preliminary Plat Map (03/19/01) Exhibit 4:Sheet 3 of 3; Preliminary Plat Map (03/19/01) Exhibit 5: Sheet 1 of 7; Topography Map and Existing Site Conditions (03/21/01) Exhibit 6: Sheet 2 of 7; Finish Grading Plan (03/21/01) Exhibit 7: Sheet 3 of 7; General Utility Plan (03/21/01) Exhibit 8: Sheet 4 of 7; Sanitary Sewer Profiles (03/21/01) . Exhibit 9: Sheet 5 of 7; Drainage Control Plan (03/21/01) Exhibit 10: Sheet 6 of 7; Storm Drainage Profiles (03/21/01) Exhibit 11: Sheet 7 of 7;Tree Cutting/Land Clearing Plan (03/21/01) Exhibit 12:Zoning Map (01/18/01) hexrpt.doc D6. • 3 T23N R5E W L'' - - cp4- • •- - -- - ! LIN- 2 .%,... ..:____.; R4-1 8 . .i 1 1 _ . 1 ,___. ., _.. ! ---• • --7-- :----! c,"D . 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N_E_-------- 11 ¢L —- --- T. .OeJ r'b®il<L i 1� " — --. —/—. — n r• m i rm.aeu �('� f¢�nTmEa r u•B rdSI I I =w: i d.]"' _••z=E-gar r., 1'�.I ROADWAY AND DRAINAGE G.] e =9.Od r.E•]91., �H'- CONTROL PLAN American Eevoi.•. • PIaoR.. • SY]r.r.t• SHEET 5 of 7 Engineering w]=Hwn An.. 1• R*".a RA Gem= AEC}'/9838 C orp o__.... 9115 I � - row.bsm•yro2] G.=],en_,ar r,. — A-N N N N A A -+o' �""�" ® CITY OF THE VINE SUBDIVISION _3-21_ot , RENTON BELMONT HDMES u • I , I ' • q,,,,r„ ,sr„R,,,cc w«w om,. SANITARY SEWER PROFILES 4 NO. REVISION BY DATE APPR ...e vP®r \ i mD 'o3 > • o { Y see.e - $ A,i i : \ �� MAfCHUNE�- s=�� MATCHLINEd F sT.e A� 1 g ZIA a 1 i f g ss.e -I i I 11 ; I I I. € •._� J ''''1 i ter_ ... • I \ Y ZA I 1 . nQ I g $ p I R9 g a 9 i ;� i i I.9 ms I I 8 I •_, $ n4 1111 • I .W.� 1 1 �; I y} il _ ' �"=�, lilt g '4, I WWI ?.I . v i i i w - e .40 11 A -I ,.1";." MATCHUNE i IIIiiuiiiiL II[1IIIUIIII AIL IIIIIIIII iiiiIII II I IlliliIR ' . Y EMI SSW T POI CITY Or FORM 7. 1 t JI . sa D ; A Z m=.` m z 1 z A Z e) D � .X� 113 1'C D N CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING Zoo 1 On the 1 61 day of t.tvte. , 2000, I deposited in the mails of the United States, a sealed envelope containing ReroJC to Heavy vki Exnvvwkocoocuments. This information was sent to: Name Representing ¶ob wev‘zl F5e onotAt How,cz G eteli1 G►va_v-d1 Amevtca.v, Ev\„).1v)trvtV� Ca-vr . at a r-e v►e- . I, Leenct W III 1 a r i S B►vv ij t.. St l3ln askh i \<Lt.vv,aLv- ry ck a-d e v-e Ma-hum su_sah Sc11 vvlev_4\e►-- _ ,ibichrtnc. vle-+S P(k.1 $ Rt.ct i r3vrtAci. L (Signature of Sender) `Sc r d►o, V.• Se c �v- STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Gtt..a_. 2 44.e-c signed this instrument and acknowledged it to be his/her/their free and voluntary act for the`-i ses and purposes mentioned in the instrument. / Dated: A ' / Lf O*) L- I,ULL4_ ,'[�-r n G�v- y(�f i1 ;"� . ..r Notary Public'r`n and for the State of Va'�hington I'.�N KP.��1CI-IEFF NOTARY PUBLIC Notary (Print' STATE OF WASHINGTON My appointm' j ";a� LCOMMISSION EXPIRES ,. -."- ' . 2003 Project Name: V i v\eA Ict►ciS t PIa1" Project Number: LUR •00 . 429 , PP, CE..10 NOTARY2.DOC lir AFFIDAVIT OF PUBLICATION Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 a daily newspaper published seven (7)times a week. Said newspaper is a legal NOTICE OF ENVIRONMENTAL newspaper of general publication and is now and has been for more than six DETERMINATION ENVIRONMENTAL REVIEW months prior to the date of publication, referred to, printed and published in the COMMITTEE English language continually as a daily newspaper in Kent, King County, RENTON,WASHINGTON The Environmental Review Washington. The South County Journal has been approved as a legal Committee has issued a Determination newspaper by order of the Superior Court of the State of Washington for King of Non-Significance-Mitigated for the following project under the authority of County. the Renton Municipal Code. The notice in the exact form attached, was published in the South THE VINEYARDS County Journal (and not in supplemental form) which was regularly distributed to LUA-00-029,PP,ECF Environmental review for proposed the subscribers during the below stated period. The annexed notice, a subdivision for 42 lots,single family homes.Location:505 Union Avenue NE. The Vineyards Appeals of the environmental determination must be filed in writing as published on: 5/21/01 on or before 5:00 PM June 4, 2001. Appeals must be filed in writing The full amount of the fee charged for said foregoing publication is the sum of together with the required $75.00 app$65.38, charged to Acct. No. 8051067. City oftion feetnw, 105 Hearing South Examiner,ay City Renton, 1055 Grady Way, Renton, WA 98055. Appeals to The cost above includes a $6.00 fee for the printing of the affidavits. the Examiner are governed by City of Renton Municipal Code Section 4-8- 110. Additional information regarding Legal Number 9063 the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. AA/Lit— eA Public HeaHearing wl be heldby the Renton Hearing Examiner in the Council Chambers, City Hall, on June Legal Clerk, South County Journal 1 01 at elmina 0 AM to considerf the the proposed preliminary plat. Environmental Determination is � 1 /�/� appealed, the appeal will be heard as Subscribed and sworn before me on this' gtay of V U it , 2001 part of this public hearing. Interested parties are invited to attend the public hearing. ``111 t t I t 1 t/1 Published in the South County ```�*:N M_ fe �,' Journal May 21,2001.9063 i •� • 4c OTARy �' .rs t ^ r—�� °—" - . Notary Public of the State of Washington :o '01J3L�, ,;' residing in Renton ,` es o••' � z.� King County, Washington /'/%OF iW A S 1„a.�`. •� -. F;.R NT. TON. ..:.:. .:.:.. : :ON E�. HEARING EXAMN R, .....:::.. ::..:: ..:.. . . .. ........: MENCI G. t0 ;AM, `C:OM 0 N.. T :::..::...:. 'C:OUNCIL CHAMBERS, 7TH FLOOR,°RENTON CITYkHALL :. . The apphcation(s)listed are:inorder.of:application,number..:;only and not.nss ecearily o� r i a en: ,:.ic..°, ,.ey; :will be heard Items3:will:be called for hearing at the discrettonNof the,Hearing Examiner:.:; ;.: ;. PROJECT NAME: RENTON CHRISTIAN FELLOWSHIP PROJECT NUMBER: LUA-01-051,ECF,CU • PROJECT DESCRIPTION: Renton Christian Fellowship Ministry Center(RCF)has proposed converting an existing space, located on the basement floor of an existing one-story building that houses a professional office, machine shop, and retail space. The proposed use would be a worship center. Church uses in all zones of the City of Renton require Conditional Use Permits approved by the Hearing Examiner. A"Change of Use"permit would also be required, prior to obtaining a building permit for the interior construction. The space proposed for this use would be required to be in compliance with accessibility requirements of the Americans with Disabilities Act. Location: 4622 NE 4th Street. PROJECT NAME: THE VINEYARDS PROJECT NUMBER: LUA-00-029,ECF,PP PROJECT DESCRIPTION: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 SF (7.32 A)site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 SF to 7,539 SF.There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property.The site is in a Residential 10(R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre(du/a), and allows up to 13 du/a if all are detached units.The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). Location: 505 Union Avenue NE. hexagenda 4,1 CITY JF RENTON Planning/Building/Public Works Department 7 eTanner,Mayor Gregg Zimmerman P.E.,Administrator June 7, 2001 Ms. Cheryl Girard, PE American Engineering Corporation 4032— 148th Avenue NE Redmond, WA 98052 SUBJECT: The Vineyards LUA00-029,PP,ECF Dear Ms. Girard: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on June 12, 2001 at 9:00 AM to consider the proposed Preliminary Plat. The applicant or representative(s)of the applicant is required to be present at the public hearing. A copy of the staff report is enclosed. If you have any questions, please feel free to contact me at(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins, AICP Senior Planner cc: Parties of Record: B. King, P. Brandal, J. Connors, S. Schmenger, M. Manion Belmont Homes, Inc./Owners Mr. & Mrs. Clarence Williams/Owners Bimal &Subhashni Kumar/Owners Enclosure .f. —FINAL 1014� 001 CST 1055 South Grady Way-Renton,Washington 98055 �e :� This paper contains 50%recycled material,20%post consumer ! ;;i::' City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: June 12, 2001 Project Name: The Vineyards Preliminary Plat Applicant/ Belmont Homes, Inc. Address: P.O. Box 2401 Kirkland,WA 98083-2401 Contact: Bob Wenzl Owner/ Same as applicant Address: File Number: LUA-00-029, ECF, PP Project Planner: Elizabeth Higgins, AICP • aYlti• i • 1 i si ,+,'. �7�'c1 ilk ^"+7� I Y.8- •t:s—� , ' iI •® ® , EI Ia a�� z�v., •Tv! sr Lam • :R x E rr. PL r„ o f 4° ©s (�Q 4 ®„�y B z .��"`� Qi l O f•,t.t,i J�g • •'P'�� 'Iger 11 � ME. er Sr t% apt i�L.0 T'1i*- _�. . ...- • m t. ��' n n:-r .EL�yF�iE me- r. L VT ii i M:_ .. b 1�th 19 xy-• i y:ri ,�}4,4"5, .R.t,•1.1"i✓"•t.T/H" ,•. li. • 0 r-*Qnr, "\' ,� iltaY.ii el °B• ffi 6 e r t "110.u t 1nE 1a t'�C� YI��YR13m •t. - .k .'.a r si. ..n , .s. "i.r... t 6,,, , , -B a.ra I Y I �;lot- 4 ` ',Wt a .�7 0:'s*,+z a ie'.. i.. r _.„ 'r"'4 `, '; ' Az-1. ref, E. I. �•L . . .i.. % , ,!• ,.�•i- W ----_ - 1 rye, /i/ ^ r( 1 �p�' �l yL tIF It MIN ,.W 4. 1 .:PEACHTREE . �. l r.n.�. a j,9, L74.l.Jl.i.y,•- .QTM �.L i5l;f !' • 11:2bit'� �l� r •► - :` 3I I:E Mir.. �8� ':.�•: IIIC�» °� 16TN " . "." e �,� .tL' : 3 N E 6TN ." _ �, sr, — _ _ ...., : ,,....iiii „ . • �� .AKA• .� pr : B i Q, o _ .4: :�!! ; 'y_,t�'1. 1��Lr L 0 4, pWa : tsm�l;,7arellE�IJyy(��� FL adv ••' MI ---T2eJ� a-'I-- '==i 1.' p E�s.7t.ryrw�I;' '® ._ •r•. ,•i pu Ci 1 E: jI �L 1°�"- .... a9Z1 1 u I IEgtt ,I' , „ t C .t y1 sigiNg � Ill t —,-0. — .-/'.d I u I. I.,it,, .., ii' . u 10M .v EMVEt :!`+,,�E 1 • i9 m r;; V - =IN • t.� . . ... I1;' m - C - ,I �� I, � ' �7 ls � � 'a� ' � ¢ �� y . i .0 _ o wa- + � 11. _ i. 6 ® Cf b e • ' .LE�erMl®F"r_,�.� _ .—' ��IDNE-L9tG.{ - _ .>sf 2• 1®4 d. .. F G+ I I 10 , ca. i j l igms v,.. NI r I Is PDIRPS PLAT E 1, i -'-'Q �4.•®• .I9M 11 I ii II I y % I 4;!,. �, •'' 4 �- - 'O MARTIN' - TRAC E��-.- N ' __ __ jai - _,:_.+w+++w>:-twwar.•i IR 11.1 - ®I e•e y •'• ne of ter oe.ea ��� UNREC.iiiralrm . .r.. . 1 iii a w �,l Partt',. 0.�-- a • ,� .J. t 1•,t.se r., i 0I �"�"" r '�• "T.F'� a •� �• �= C s City of Renton P/B/PW Department ,c;:minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12, 2001 Page 2 of 14 Project Summary: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A) site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. The property is located on Union Avenue NE, between NE 5th Street and NE 7th Street. It is comprised of six tax parcels now under a single ownership. There are five single family residences that would be demolished. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Access would be from a new extension of a public street, NE 6th Street, which connects with Bremerton Avenue NE to the east. An emergency-only access would be available from Union Avenue NE. Approximately 12,000 cubic yards of fill would be imported for road subgrades and home construction. The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). Project Location: The project is located in Northeast Renton, at 550 Union Avenue NE. Hearing Exhibits: Exhibit 1:Project File (no date) containing the original application, proof of posting, proof of publication, and other documentation pertinent to this request. Exhibit 2: Sheet 1 of 3; Preliminary Plat Map and Vicinity Map (03/19/01) Exhibit 3:Sheet 2 of 3; Preliminary Plat Map (03/19/01) Exhibit 4:Sheet 3 of 3; Preliminary Plat Map (03/19/01) Exhibit 5: Sheet 1 of 7; Topography Map and Existing Site Conditions (03/21/01) Exhibit 6: Sheet 2 of 7; Finish Grading Plan (03/21/01) Exhibit 7: Sheet 3 of 7; General Utility Plan (03/21/01) Exhibit 8: Sheet 4 of 7; Sanitary Sewer Profiles (03/21/01) Exhibit 9: Sheet 5 of 7; Drainage Control Plan (03/21/01) Exhibit 10: Sheet 6 of 7; Storm Drainage Profiles (03/21/01) Exhibit 11: Sheet 7 of 7; Tree Cutting/Land Clearing Plan (03/21/01) Exhibit 12:Zoning Map (01/18/01) hexrpt.doc City of Renton P/B/PW Department .., minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12, 2001 Page 3 of 14 B. GENERAL INFORMATION: 1. Owner of Record: Bob Wenzl 2. Zoning Designation: Residential, 10 Dwelling Units per Net Acre (R-10 Zone) 3. Comprehensive Plan Land Use Designation: Residential Options 4. Existing Site Use: Single family residences, vacated (5) 5. Neighborhood Characteristics: North: R-8 and R-10 Zones East: R-8 and R-14 Zones South: Center Suburban Zone West: Residential 8 (single family houses) 6. Access: Union Avenue NE 7. Site Area: 318,728 sf(7.32 A) 8. Project Data: area comments Existing Building Area: N/A All existing structures to be demolished New Building Area: N/A Total Building Area: N/A C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation 3553 06/08/81 Comprehensive Plan 4498 02/20/95 Zoning Code 4404 06/0/-93 D. PUBLIC SERVICE PROVIDERS: Police: City of Renton Police Department Fire: City of Renton Fire Department Recreation: City of Renton Parks & Recreation Schools: Renton School District No. 409 Stormwater: City of Renton Public Works Sanitary Sewer: City of Renton Public Works Water: City of Renton Public Works hexrpt.doc City of Renton P/B/PW Department . ,.;..minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12,2001 Page 4 of 14 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Residential 10 du/ac (R-10)Zone Standards, Development Regulations 4-2-110F 2. Street Standards, Development Regulations 4-6-060 3. Subdivision Standards, Development Regulations 4-7 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element— Residential Options 2. Housing Element 3. Environmental Element G. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A) site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. The property is located on Union Avenue NE, between NE 5th Street and NE 7th Street. It is comprised of six tax parcels now under a single ownership. There are five single family residences that would be demolished. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units, as is the case with the proposed project. The gross site area is 318,728 sf. There are 21,535 sf of wetlands and 58,492 sf in public rights-of- way and streets. Therefore the net site area for density calculation purposes would be 238,701 sf (5.48 acres). The proposed density would be 7.7 du/a. Although this is at the low end of the range, the extensive wetlands on the property apparently make a more dense development, of single family homes, unfeasible. Access would be from a new extension of a public street, NE 6th Street, which connects with Bremerton Avenue NE to the east. An emergency-only access would be available from Union Avenue NE (west) at the southwest corner of the property. The new public street, Vashon Avenue NE, would terminate in a cul-de-sac. Approximately 12,000 cubic yards of fill will be imported for road subgrades and home construction. Due to the amount of fill and the project location, in Aquifer Protection Area Zone 2, verification of the source of the fill would be required. Existing structures on the site, consisting of several single family residences and outbuildings, would be removed or demolished. Stormwater would be collected and conveyed to a detention facility located on Tract`B' in the southwest corner of the property. Water quality treatment would be on site. hexrpt.doc City of Renton P/B/PW Department ,°, ,,,ninary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF, PP PUBLIC HEARING DATE: June 12,2001 Page 5 of 14 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA(RCW 43.21 C, 1971 as amended), on May 15, 2001, the Environmental Review Committee issued a Determination of Non- Significance—Mitigated (DNS-M). The appeal period for the MDNS ended on June 4, 2001. No appeals were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES The Environmental Review Committee imposed mitigation measures that the applicant is required to comply with prior to recording the final plat. They are as follows: 1. The project shall comply with the requirements of the Level II Flow Control of the 1998 King County Surface Water Design Manual for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. 2. Wetland buffers shall be delineated with a four foot(4') high split rail fence to be constructed prior recording of the final plat. 3. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 4. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. 4. STAFF REVIEW COMMENTS Representatives from various City departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the plat: (a) Compliance with the Comprehensive Plan Designation and Elements. The proposal is consistent with the following objectives and policies of the Comprehensive Plan designation of Land Use Element-Residential Options: Objective LU-K—Create new planned residential neighborhoods in areas mapped as Residential Options (RO)...which include a variety of unit types designed to incorporate features from both single family and multi-family developments, and to support cost efficient housing, infill development, transit service, and the efficient use of urban services and infrastructure. hexrpt.doc City of Renton P/B/PW Department rrcrrminary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029, ECF,PP PUBLIC HEARING DATE: June 12, 2001 Page 6 of 14 The proposed project supports this objective in that it is an infill project in a neighborhood developed with different housing types, it is near existing transit services, and it would efficiently use existing urban services and infrastructure. Policy LU-41- Provision of small lot single family detached unit types, townhouses, and multi-family structures compatible with a single family character should be encouraged provided that density standards can be met. The proposed project would have small lots that would have affordable units. Density standards would be met. Policy LU-42—A range and variety of lot sizes should be encouraged. The range of lot sizes would be from 3,559 sf to 7,539 sf, with the average at 4,622 sf. Policy LU-45—Development should occur on a flexible grid street and pathway system to the extent feasible given environmental constraints, traffic flow, and the pattern of existing development. The proposed streets are at right angles to each other. Due to lack of dedicated right-of-way, the extension of NE 6th Street from the east, would not be continued in the strict grid pattern established elsewhere. Based on this policy, staff recommends that a concrete paved pedestrian walkway(sidewalk) be constructed in a public right-of-way from Union Avenue NE to Vashon Avenue NE in the area designated "Public Open Space Tract 'C"' Policy LU-48 - Buildings should front the street rather than be organized around interior courtyards or parking areas. All buildings would front public streets. Policy LU-52—Minimum net development densities should be 7.0 dwelling units per acre. The proposed density of this project would be 7.7 du/a. Policy LU-53—Detached single family housing, townhouses, and small scale multi-family units should be allowed in Residential Options. All of the proposed development on lots would be single family, detached units. Policy LU-55—Development in Residential Options should be compatible with existing development patterns and be sensitive to unique features and differences among established neighborhoods. Development standards should reflect single family neighborhood characteristics such as ground related orientation, coordinated structural design, and private yards. All units will have ground-related orientation and private yards. The home design would be coordinated and internally compatible. The proposal furthers the following objectives and policies of the Comprehensive Plan Housing Element: Policy H-4—Encourage infill development as a means to increase capacity. The proposed project is an infill project on under-utilized land in an established neighborhood. Objective H-N — Increase the percentage of homeownership in Renton's neighborhoods. hexrpt.doc City of Renton P/B/PW Department ._: -ninary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12,2001 Page 7 of 14 The purpose of the R-10 Zone development standards is to allow smaller lot sizes, and correspondingly affordable housing, thereby increasing the homeownership opportunities of Renton citizens. The proposed project should further this objective. (b) Compliance with the Underlying Zoning Designation. The proposal site is designated Residential 10 dwelling units per acre (R-10)Zone. The R-10 Zone was established for medium density residential development that will provide a mix of residential styles including detached dwellings, semi-attached dwellings, attached townhouse and attached flat dwellings. It is designed to encourage residential areas with better use of common and private open space, greater privacy and more energy and resource efficient homes. The R-10 Zone is intended for areas that are designated as Residential Options (R)O)on the Comprehensive Plan Land Use Map. The intent of this zone is twofold: (1)to create new residential neighborhoods on larger parcels of land in a"traditional neighborhood"development style, and (2) create high quality infill development that increases density while maintaining the single family character of the existing neighborhood (RMC 4-2-020G). The proposed development would allow for future construction of up to 42 new, detached single family dwelling units. Minimum lot size permitted in the R-10 zone is 3,000 sf. The proposed plat would provide 42 lots 3,559 sf and larger. All homes are proposed to be detached, single family dwellings. The proposed density would be 7.7 dwelling units net acre. (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 street per the requirements of the Street Improvement Ordinance (Code Section 4-34). The proposed lot arrangement adheres to this requirement. 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. All lots would have access from either Vashon Ave NE or NE 6th Street, either directly or by means of a driveway easement, as shown in the table below. In the R-10 Zone, minimum required lot size is 3,000 sf, the minimum widths are 30 feet for interior lots and 40 feet for corner lots. The minimum width of a pipestem lot is 20 feet. The minimum width of a lot that fronts on the curve of a cul-de-sac is 35 feet. Minimum lot depth in the R-10 Zone is 55 feet. The proposed lot sizes, shapes, and orientation meet or exceed the minimum area and width requirements, except as noted below. Lot Number Size (sf) Access Configuration 1 5,316 Vashon Ave NE rectangular 2 5,250 Vashon Ave NE rectangular 3 4,317 Vashon Ave NE pipestem 4 5,231 Vashon Ave NE pipestem 5 6,859 Vashon Ave NE pipestem 6 4,688 NE 6th Street pipestem 7 4,254 NE 6th Street pipestem 8 3,559 NE 6th Street rectangular 9 3,880 NE 6th Street rectangular 10 3,880 NE 6th Street rectangular hexrpt.doc City of Renton P/B/PW Department L ___,ITunary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12,2001 Page 8 of 14 Lot Number Size (sf) Access Configuration 11 3,880 NE 6th Street rectangular 12 3,880 NE 6th Street rectangular 13 3,880 NE 6th Street rectangular 14 3,880 NE 6th Street rectangular 15 4,548 NE 6th Street rectangular 16 4,800 NE 6th Street rectangular 17 4,800 driveway easement rectangular 18 5,475 Vashon Ave NE rectangular 19 4,626 Vashon Ave NE rectangular 20 4,535 Vashon Ave NE rectangular 21 5,097 Vashon Ave NE rectangular 22 4,200 Vashon Ave.NE rectangular 23 4,200 Vashon Ave NE rectangular 24 4,200 Vashon Ave NE rectangular 25 4,200 Vashon Ave NE rectangular 26 4,200 Vashon Ave NE rectangular 27 4,200 Vashon Ave NE rectangular 28 4,200 Vashon Ave NE rectangular 29 4,200 Vashon Ave NE rectangular 30 4,120 Vashon Ave NE rectangular 31 6,809 Vashon Ave NE irregular 32 7,539 Vashon Ave NE pipestem 33 5,585 Vashon Ave NE pipestem 34 3,911 Vashon Ave NE irregular 35 4,450 Vashon Ave NE pipestem 36 3,793 Vashon Ave NE rectangular 37 3,800 Vashon Ave NE rectangular 38 4,729 Vashon Ave NE rectangular 39 4,731 Vashon Ave NE rectangular 40 4,733 Vashon Ave NE rectangular 41 4,736 Vashon Ave NE rectangular 42 4,937 Vashon Ave NE rectangular Staff notes that the"actual"width of the pipestems of Lots 5 and 6 are below the minimum of 20 feet wide. Due to the street configuration, however, the"effective"width would be above the minimum. Regardless, due to the fact that the street configuration, as proposed is not a City requirement and may not actually be built as shown on the Preliminary Plat plan, the frontage of Lots 5 and 6, abutting NE 6th Street, must reconfigured so that they are a minimum of 20 feet wide. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of-way shall have minimum radius of 15 feet. The minimum radii requirement would be met by the engineered plan. (d) Reasonableness of Proposed Boundaries The property and lot boundaries, as proposed, are logical and reasonable for an R-10 Zone. The plat would result in the segregation of land into generally regularly shaped parcels approximately 3000 feet in area. hexrpt.doc City of Renton P/B/PW Department unary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF, PP PUBLIC HEARING DATE: June 12, 2001 Page 9 of 14 Access and Street Improvements The 42-lot proposal is anticipated to generate approximately 374 new average daily(weekday)vehicle trips (42 lots -3 existing residential lots =39 lots x 9.57 trips/lot ). Payment of a Transportation Impact Fee of$28,050.00 (374 new trips x$75/trip) is a mitigation measure adopted by the Environmental Review Committee. Primary access would be from a new extension of a public street, NE 6th Street, within a 42 foot right- of-way, that would intersect with Bremerton Avenue to the east. A new portion of Vashon Avenue NE would intersect with NE 6th Street on the property. Vashon would terminate in a cul-de-sac at the north end of the development. A paved road would provide emergency access from Union Ave NE. All lots would be directly accessed by public streets, except Lot 17, which would be accessed by a private driveway easement across Lot 16. These planned accesses would be built to meet Code requirements. Topography The project site is either level or gently sloping from a high point at the center on the east side downward to the northwest and to the southwest. Since the steepest slopes, which are isolated, are 12 percent, there are no slopes on the property that would be regulated as critical areas. Relationship to Existing Uses The land uses in the vicinity of the property are somewhat mixed. The properties abutting to the north and east are developed or partially developed for residential use. The lots to the west are large and have yet to be further subdivided, although a preapplication conference has been held for the largest parcel abutting on the west. Land to the south is zoned for commercial uses, but also has residential development. (e) Availability and Impact on Public Services (Timeliness) Police and Fire Police and Fire Prevention Bureau staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. Payment of a Fire Impact Fee is a mitigation measure adopted by the Environmental Review Committee. Fire hydrants would be required to meet current City standards within 300 feet of all proposed building sites. Recreation The proposed project is near Kiwanis Park, a developed City park (active recreation) in the City of Renton Park Department. The park located approximately one-half mile north of the project on Union Avenue NE. The applicant is required to pay a Park and Recreation Impact Fee of$20,699.64 ($530.76/lot x 39 lots) as a mitigation measure adopted by the Environmental Review Committee. Schools The anticipated increase in school-age children resulting from this proposed project would be approximately 19 students (0.44 students/household x 42 lots). The Renton School District has indicated sufficient capacity available in existing schools to accommodate this increase in school hexrpt.doc City of Renton P/B/PW Department - , ,,,ninary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12,2001 Page 10 of 14 population. The School District would assign students to Highlands Elementary School, McKnight Middle School, and Hazen High School. Stormwater Stormwater would be collected and conveyed to a detention facility located on Tract B' in the southwest corner of the property. Water quality treatment would be on the property. The preferred method of storm discharge in this location, within Aquifer Protection Area Zone 2, if soils permit, is infiltration. Calculations for the stormwater system have not been submitted by the applicant, who has stated they will be submitted with the construction documents. The applicant will be required to use the 1998 King County Surface Water Design Manual (Level II)for the stormwater system design. Staff recommends that a maintenance agreement be drafted and recorded, or a Homeowners' Association be established, for the maintenance of all common stormwater and access improvements. Water and Sanitary Sewer Utilities The project is located in Aquifer Protection Area Zone 2. This would not significantly impact the property because sanitary sewer service would be provided from the City of Renton. All construction activity, including filling, must comply with City code requirements for APA Zone 2 (see"Advisory Notes to Applicant"). Sanitary sewer service would be from an 8"sanitary sewer main extension from NE 6th Street or Union. Streets and Transportation The applicant has requested a modification of street standards that would allow a 42 foot wide public right-of-way, rather than the standard of 50 feet. This modification has been administratively approved by the Development Services Division. The street would have 32 feet of pavement, curb, gutter, and sidewalks. Sidewalks may be in easements. Sidewalks, curbs, and gutters, stormwater system, and street lighting would be required on all public streets within the development. Staff has recommended (see above) a pedestrian connection through Tract 'C', at the north end of the property, to Union Avenue NE, in order to limit foot traffic through the sensitive wetland area and to increase opportunities for pedestrian circulation. H. RECOMMENDATION: Staff recommends approval of THE VINEYARDS PRELIMINARY PLAT, Project File No. LUA-00- 029, ECF, PP subject to the following conditions: (1) Compliance with ERC Mitigation Measures: The applicant is required to comply with the Mitigation Measures which were required by the Environmental Review Committee Threshold Determination. (2) A concrete paved pedestrian walkway(sidewalk) shall be constructed in a public right-of-way from Union Avenue NE to Vashon Avenue NE in the area designated "Public Open Space Tract'C'." (3) A maintenance agreement shall be drafted and recorded, or a Homeowners'Association be established, for the maintenance of all common stormwater and access improvements. hexrpt.doc City of Renton P/B/PW Department �t-,ninary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF, PP PUBLIC HEARING DATE: June 12, 2001 Page 11 of 14 EXPIRATION PERIODS: The expiration period for Preliminary Plats (PP) is five (5)years from final approval (signature) date. Advisory Notes to Applicant(REVISED): 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. Plan Review—Sanitary Sewer 1. There is an existing 8" sanitary sewer main in NE 6th Street east of the proposed plat. There is also an 8" sewer main in Union Ave NE south of the site. There is an 8" dry sewer, which is currently stubbed to the property at the northwest corner of the site. 2. An 8"sewer main extension will be required to serve the proposed new lots. The applicant has indicated, on the conceptual plan, an extension from Union Avenue NE to the proposed project. An extension to the property boundary east of Union Avenue NE and north of Tract'B'will be required in order to provide service to properties to the north, whether fronting on Union Avenue NE or within the plat. 3. Separate side sewers will be required for each parcel (no dual side sewers). Side sewer lines must have a two percent(2%) slope. 4. Sewer Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 5. A Special Assessment is owed on this project. Approximately$9,429.84 plus interest is owed under the East Renton Interceptor District. This fee is payable with the construction permit. 6. Existing septic systems shall be abandoned in accordance with the King County Health Department requirements prior to recording of the plat. Plan Review—Water 1. There is an existing 12"water main in Union Avenue NE. There are also a 12"water main stubbed to the property in NE 6th Street and a 12"water main stubbed to the north property line. An 8" diameter stub is located in an easement to the southerly property line from NE 5th Street. 2. The proposed plat is located in the 565 water pressure zone. 3. The property is in Aquifer Protection Zone 2. 4. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 5. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. 6. The derated fire flow in the vicinity is modeled at a range of 2500 to 4500 gpm. 7. The fire flow requirement for single-family residences is 1,000 gpm. Extension of a water main and looping of the system is required on site. The utility plan submitted appears to have addressed this requirement. New hydrants are shown on the plan within the proposed development. 8. The site appears to have a well for domestic use. The applicant shall meet Department of Ecology requirements for proper abandonment of all such wells on site. After completion of abandonment, the City will require a copy of the DOE report by the applicant. 9. The static pressure is 70 psi. 10. Water System Development charges of$850.00 per new single family residence will be required for this plat. Credit is available for existing residences on the property to be demolished. This fee must be paid prior to issuance of the construction permit for the preliminary plat. hexrpt.doc City of Renton P/B/PW Department ,,,,minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12, 2001 Page 12 of 14 Plan Review—Stormwater Drainage 1. The preferred method of storm discharge in this area is infiltration, if soils permit. 2. Surface Water System Development charges of$385 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 3. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). 4. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. 5. Applicant shall submit separate structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. Plan Review—Street Improvements 1. The new streets must be constructed to City standards, including new pavement, curbs, gutters, sidewalks, and street lighting. 2. Sidewalks, curbs, gutters are required on both sides of the street within the development. 3. Street lighting plans are required to be submitted with the plan review submittal. 4. Pavement width shall be 32 feet. 5. The emergency access roadway to Union Avenue NE must be paved (not just gravel)to a minimum of twenty(20)feet in width. The easement must also allow for pedestrian use of this access roadway to Union Avenue NE. 6. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way would be required for street lights and fire hydrants. 7. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 8. Street signs and "No Parking"signs are required and shall be installed as part of this project. Street signage details should be shown on submitted construction plans. 9. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. Credit will be given for 3 existing residences. The total fee would be $27,992.25 (374 trips X $75.00). Plan Review—Site Layout 1. Staff has recommended, as a condition of approval, that Tract'C' (the "pipestem"to Union Avenue NE near Lot 37) be improved for pedestrian access to the new Vashon Avenue NE. This would require revising the plat layout to include a minimum 10 foot wide pedestrian easement between Lots 37 and 38. It is a condition of approval that a minimum 6 foot sidewalk be constructed from Vashon Avenue NE to Union Avenue NE via this easement and pipestem. It is also recommended that the 16 foot pipestem portion be dedicated as public right-of-way. 2. The frontage of Lots 5 and 6, abutting NE 6th Street, must reconfigured so that they are a minimum of 20 feet wide. 3. The radius of the cul-de-sac must be a minimum of 45 feet of paved area. hexrpt.doc City of Renton P/B/PW Department - , , ;.minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029, ECF, PP PUBLIC HEARING DATE: June 12,2001 Page 13 of 14 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 registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs; 4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. 4. Verification of the source of the fill would be required as per RMC 4-4-060L4d and RMC 4-8-120D19. Building Department Review 1. A demolition permit would be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. 3. Rockeries or retaining walls greater than 48" in height will require a separate building permit and shall have the following separate note included on the civil plan: "A licensed engineer with geotechnical expertise must be retained for proposed rockeries greater than four feet in height.The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A separate building permit will be required." Parks Department Review 1. Parks recommends a Park Mitigation Fee be paid, equal to $530.76 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes. Fire Prevention Department Review 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 structure. 2. Houses more than 500 feet from the point of a second access must be sprinklered. Lots 32 and 33 are more than 500 feet from the intersection of Vashon Avenue NE and NE 6th Street, and therefore, must have automatic fire suppression systems installed. 3. The emergency access roadway is required to be a 20 foot wide paved roadway approved for fire equipment access. 4. The Fire Prevention Department recommends a Fire Mitigation Fee be paid, equal to$488.00 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes, therefore the estimated Fire Mitigation Fee for the project will be $488.00 x 39 lots = $19,032.00. hexrpt.doc City of Renton P/B/PW Department . ..,..minary Report to the Hearing Examiner THE VINEYARDS PRELIMINARY PLAT LUA-00-029,ECF,PP PUBLIC HEARING DATE: June 12, 2001 Page 14 of 14 Development Services Division Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10 (R-10). 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre (du/a) minimum and 10 du/a maximum, with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre), with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. 5. Heights of buildings in the R-10 Zone are limited to 2 stories/30 feet. Accessory structures are limited to 1 story/ 15 feet in height. 6. Required setbacks in the R-10 Zone are 20 feet for front yards facing public streets developed prior to September 1, 1995; 10 foot front yard for a primary structure fronting public streets developed after September 1, 1995; 20 feet for attached garages which access from the front; 15 foot rear yard setbacks, unless the lot abuts a lot zoned RC, R-1, R-5, or R-8, in such cases, a 25 foot setback is required for all attached dwelling units (no attached units are proposed); side yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks are 5 feet. All setbacks are minimums. 7. All setback areas shall be landscaped, except driveways and walkways. 8. The maximum building coverage allowed in the R-10 Zone is 70 percent of the lot, and the maximum amount of impervious surface permitted is 75 percent of the total lot area. 9. Wetlands and wetland buffers will be designated as "Native Growth Protection Area" easements. Vegetation in this easement shall not be disturbed or removed except for removal pursuant to an approved enhancement program, or when otherwise approved in advance by the City of Renton. hexrpt.doc L�j CITY OF APPROVALS: RECORDING NO. VOL./PAGE "g RENTON DEPT. OF DEVELOPMENT&ENVIRONMENTAL SERVICES DEPARTMENT OF ASSESSMENTS • Examined and opprowd this_day of 19_ Examined and approved this_day of __,19_ PLAT NO. PORTION OF Manager,Building&Land Development Division Assessor SEC. 10, TWP. 23 N., RGE. 5 E., W.M. . DEDICATION Examined and approved this_day of 19_ Deputy Asseseor OiPNER: KNOW ALL PEOPLE BY THESE PRESENTS that we the undersigned owners Development Engineer Account Number__ of interest in the land hereby short subdivided,hereby declare thin n BOB WENZL/BELMONT HOMES short plat to be the graphic representation of the short subdivision P.O. BOX 2401 made hereby,and ndov hereby dedicatewa topn the a ofn e publicdid forever PROJECT INFORMATION: PROJECT ENGINEER: KIRKLAND,WA. 98 0 83-24 01 calle streets and e public not shows no Wncon hereon and dedicate the e thereof far all pubic purposes not Inconsistent with the use PHONE#(206)714-6707 thereof for public highway purposes,and also the rht to make all DETENTION OF STORMWATER: VAULT AMERICAN ENGINEERING CORPORATION necessary slopes for cuts and fills upon the lots shown thereon in the oeginol reasonable grading of sold streets and avenues,and further 4032 148TH AVE. N.E. NOTES: dedicate to the use of the public oil the easements and tract.shown REDMOND, WA 98052 on this short plat for oil public purposes as Indicated thereon.in— TREATMENT FOR WATER QUALITY: WETVAULT eluding but not limited to parks,open space,utilities and drainage (425)881-7430 (425)881-7731 FAX 1. EQUIPMENT&PROCEDURES: A TOPCON GTS-303 unless such easements or tracts are specifically identified on this FIRE DISTRICT: CITY OF RENTON,FIRE DEPTPARTMENT PROJECT CONTACT: CHERYL GIRARD TOTAL STATION WAS USED FOR THIS FIELD snort plat as being dedicated or conveyed to a person or entity other GAS: PUGET SOUND ENERGY SERVICES TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS than the public,In which case we do hereby dedicate such streets, ELECTRICITY: PUGET SOUND ENERGY SERVICES W.A.C. 332-130-090. aments,or tracts to the person or entity Identified and for the SEWER: CITY OF RENTON LAND SURVEYOR purpose stated. WATER: CITY OF RENTON subdividedFurther,woivee fornthenn,nlndes,their het the land one MEAD GILLMAN &ASSOCIATES 2. THE INFORMATION E DEPICTED S THIS MAP g any REPRESENTS THE RESULTS OF A SURVEY MADE person or entity deriving title from the undersigned,any and ail P.O. BOX 386 ON THE DATE INDICATED AND CAN ONLY BE CON- deimc for damages against the City of Renton,Its successors and assigns LEGAL DESCRIPTION: which may be occasioned by the establishment,construction,or main— WOODINVILLE, WA. 98072 SIDERED AS INDICATING THE GENERAL CONDITION tenon•of road.and/or drainage systems within this short subdivision (425)486-1252 EXISTING AT THAT TIME. other than clalms resulting from Inadequate maintenance by City of PARCFL Al Renton. THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL Further,the undersigned owners of the land hereby short OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER EASEMENTS OF RECORD. subdivided agree for themselves,their helm and assigns to Indemnify OF SECTION 10,TOWNSHIP 23 NORTH.RANGE 5 EAST,WILLAMETTE MERIDIAN.IN KING COUNTY. and hold the City of Renton,Its successor.and assign.,tenet,,,from any WASHINGTON; • damage,including any costa of defense,claimed by persona within or without this short subdivision to haw been caused by alterations of EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF; the ground surface,vegetation,drainage.or surface or sub—surface TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FEET OF THE WEST 650 FEET PROJECT DENSITY: water flows within this short subdivision or by establishment,con— OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF struction or maintenance of the roads within this short subdivision. SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST,WLLTMETTE MERIDIAN,IN KING COUNTY, TOTAL PROJECT AREA= 318,726 SF Provided,this waiver and Indemnification shall not be construed as WASHINGTON. releasing the City of Renton,Its successor&or assigns.from liability for SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER— 55,169 SF damages.Including the cost of defense,resulting in whole or In part PARCFL B• SUBTRACT PROPOSED PUBLIC ROADS— 58,492 SF front the negligence of the City of Renton,its successors.or designs. DEVELOPABLE AREA REMAINING= 205,067 SF= 4.7 ACRES This eubdb4sion,dedication,waiver of dolma and agreement to THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST PROPERTY ZONED R70 APPLIED TO 4.7 ACRES YEILDS 47 LOTS POSSIBLE hold harmless la made with the free consent and in accordance with the QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH.RANGE 5 EAST, WTWAMETTE MERIDIAN.IN KING COUNTY,WASHINGTON; 42 LOTS ARE PROPOSED WITHIN THE PROPOSED PLAT desires of said owns.. AT AN AVERAGE OF 4,622 Sq.Ft.LOT SIZE ' PT THE NORTH 110 EXCEPT THE SOUTH 120 FEET THEREOF: IN WITNESS WHEREOF we set our hands and seals. AND EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES BENCHMARKS: Name Nome PART. ORIGINAL BM: CITY OF RENTON #1937— SCRIBED 'X' IN BACK OF CONC. THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE WALK MARKED'ESM 1411', NORTH SIDE OF N.E.4111 ST. Nome Nome SOUTHWEST QUARTER OF SECTION TO.TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. AT WEST BOUNDARY OF WINDSOR APTS. IN KING COUNTY,WASHINGTON; ELEVATION=403.72' Name Nome EXCEPT THE WEST 153 FEET THEREOF. TBM #1: SCRIBED SQUARE AT SE CORNER CONC.RETAINING WALL State of Washington PARCEL D: ELEVATION=397.91' County of King I certify that I know or how satisfactory evidence that THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST TBM #2: 60d NAIL IN S. FACE POWER POLE, 40'± N. OF TBM #1 QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, ELEVATION=398.96' signed this instrument and acknowledged It to be(Ms/her)free and WILLAMETTE MERIDIAN,IN KING COUNTY.WASHINGTON. 9 EXCEPT THE WEST 330 FEET THEREOF; voluntary act far the uses and purposes mentioned In the instrument. MERIDIAN: ALSO THAT PORTON OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER Signature of OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10,LING KCAS(PER PLAT OF THE ORCHARDS • Notary Public SOUTHERLY AOSF THE NORTH 124 FEET OF SAID SUBDIVISION AND LING NORTHERLY OF A UNE DIVISION 1, VOL 76, PGS. 76-82) DESCRIBEDFOLLO Doted My appointment evokes BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; DATUM: tici:,a,.." - THENCE NORTH 1850.00 FEET; THENCE EAST 660 FEET; NAVD 88(CITY OF RENTON) I State of Washington THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED UNE: CONTOUR INTERVAL= 2' County of King THENCE WEST 252 FEET.MORE OR LESS,TO THE WEST U TH NE OF E EAST 252 FEET OF I certify that I know or have satisfactory evidence that SAID SUBDIVISION AND THE TERMINUS OF SAID LINE. g6i1 signed this instrument and acknowledged it to be(his/her)free and B.81311L_EL I SITE LOCATION voluntary act for the uses and purposes mentioned In the inetrument. THAT PORTON OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER IC eu OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, Signature of WILLAMETTE MERIDIAN,IN KING COUNTY.WASHINGTON,LING WITHIN THE FOLLOWING Notary Public DESCRIBED PREMISES. I NE a fir Dated BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; My appointment expires THENCE NORTH 1650 FEET TO THE TRUE POINT OF BEGINNINIT, �'(� THENCE EAST 660 FEET; ve• S ,\ THENCE NORTH 1 75 FEET; State of Washington THENCE WEST 252 FEET; County of King THENCE SOUTH 159 FEET; RENTON r. 1 certify Nat I know or have satisfactory evidence that THENCE WEST 408 FEET TO THE WEST UNE OF SAID SECTION; THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINNING; / signed this Instrument and acknowledged It to be(his/her)free and EXCEPT THE WEST 30 FEET FOR ROAD. voluntary act for the uses and purposes mentioned In the Instrument PARCEL F: W CD Signature of VICINITY MAP THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST d Notary Public QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, Doted TOWNSHIP 23 NORTH,RANGE 5 EAST,WILLAMETTE MERIDIAN,IN KING COUNTY,WASHINGTON; J My oppolniment expires EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. N.T.S. dj RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE ";A%64, PRELIMINARY PLAT MAP Angiee mericon Engineer, • Planners • Surn.yun !� filed for record this day of 19 of M This Plat correctly represents a survey mode by E n ineerin f032110 h Ave.N.E o,w{,-voa THE VINEYARDS me or under my direction in conformance with the C or oration Remwa,a WA sassz �� ��. in book of at page at the request of requirements of the appropriate State and County - - "" / lone. Statute and Ordinance In 19 �— v''/y mw,Iss'' .P+ DWN. BY DATE JOB NO. PKac(cos)set-7H30 eve(uSe)eel-Ty I �- �ALLAtlD� L.C. 3-19-01 9838 uPwss bl191 O/ CHKD. BY SCALE SHEET �] • Mgr. Supt. of Records Certificate No. Step MEAD-GILLMAN NO SCALE 1 OF 3 RECORDING NO. VOL./PAGE Ala CITY OF =I Nj RENTON / PLAT NO. SCALE: 1^= ■■■40' I ■■ ■■■■■ n■■■■ I 0 40 80 120 160 200 240 • GRAPHIC SCALE PORTION OF 20 p 2•o ao 80 1 INCH=40 SEC. 10, TWP 23 N., RGE. 5 E., W.M. iI XII 4IIw II • ' w • / I \ I • / 1s''�I w N II I'i �,.,% ...,L. .„ ,..WW i \ .. LL N 16'39•�W 5.84• 5" •00 40.00 •Y',"H045 , 40.00'�I 40.00' 1 40.00' I 40.00' 40.00' i t 40.00'7 1 { 60 05 4 T: I :n�. ,w f� 16'mir I ', I a •\ -. _ '--- -I-'.- _ 4,.. - - .a� -:✓1�- - �- -I ��- --- -- -- -�� -1 3o j :y�9 I /�z7 I I z • I 24 ?;�r7� 23 li 22 I z� _ , T wi:� ... 1._ I /$I 32 - 8, -SgFt w 4,120 SgFt , 2fJ 4. qFt 14.200 ''l 4.200 S Ft 4,200 Sq.Ft.wI 5,097 Sq- sy, 7.,FJ9 Sq.FL '.;,! mil` I- j^i 4,2�\Sq.Ft' 4.2002'..•1} b200 54Ft y j 4,200 Sq.Ft W L' 1 m r'' \ +\(l t'l ,? 2\ � ��A` ?I Rlg LLJ ��\` m, I$ 04 1 Po.; J ml$ ;Z�b Q 9lo 'AI N{.. oa.:s : �fl i ( �'� - \� I z e. , - z z ILI iI it �I i` y�'z ,f I f;\v'(,' '..N4 /' ',. i ' ,...,1-1-1 j w,3rplEXIST'STRUCTt[5 n-1', i I I �I .`' �' 87,t` FO 1 TO BE R2M0\•0 I I >'-`\ \,J,z,,I 'FF.404.75 I Q I J .2LOTiA,'JM1:i4i'I1Q I Q ^'/'•' ��` 5.5tlS.�Sq-FL ��)\'.. (1 .`_j_/ CN D _IL _1st lam.,._ a_ -I- -g-r/- 7_-- . Imo-' i .c , 1 `� '`iti 38.o7 1 \40.00' 40A0' a0.00• V 40.00' 40.00' I �0:60' 2'.59' .!*/ \I� � 1' u N�2ys`W = w■oi. _wasal` - -r^-? - -. !. ; 415'20 y00.23'\ • i • 'oCriV39'_W.�r - _ 523.54--_i--______ - -r- .ii 'o �'(r-L; .,.`.,�'.)„t1` .}� .e 9 • --.. ILIA- - ,`/\ .. .,. .-_'.4-7 49„\..• :_�'. .--08 l .15'"-gp..0$:?c�< .0 �-1e" - 40.0 +�Y 40.00• �40.00' \40.00 "' 40.00.E• J I�,j� `\a '• ,'-8�:I� 't / '-.i i , _ ~l) - - - �. 43.8Y ,'N 00'18139"W0. r - 1 I e,g of :'._ A:. =42..:.•. `f.-g _`!_. I i 1 r•1at8.5BL I I I I - `1•�- V I I ,' m � .::::. �•1- "\J //.� ��.ram/ -i' '\ \ _..<r0 x j II'.. t�i. < !j c.�: F ',`-III �J.193-vSq.�' 37•I 3a I I I ��' • d'\ .ri 1k , �; ..,4. 34 35 W1 0 � 4.729 Sq.FL 139 I 40, 41 \I 42 \ 20 I -),..,1 -)P \'..5' 'a\'� _'$ WI,. I. •\ 4,731 S t 14.733 51q.Ft 14,738 Sg!t wi4`937 Sq-FL}.`-'vk,' �I 14.535 Sy.�f! I no '� .'t•._l ' I'A: . s' - ii,a \3..21 St_ft$'� �... lL ? 4J •\ i I :*X61;404 'e'i' I \tk' IwQ -��,Im ' Iin uI's' NI='-,.;3-4 Wlyj aIv ' 3 I •,>+, •N :w moes ��.. _ �1 Ial�i Im: a;2 '�:�I alm '•; mi IIJ ` , f. 8 Ft. A S - ••3`a\f• 7� III -_I•--• I . �1H^t.. y' I^ I_._�I^ %if , I Y4 / ' 4 1 - -cd q c I YV.02•' 1 ro ' 4_ 'U �4k;` I^ I I r �'Id I I•o 3 ry ,0 IZ." ' ` r < m 2.54' II�R- -\ W �..�cY' .... , `, -I�' s.00• . .{�'•�_�• � ��� • .. t2 33.54'r60.00' � N01'4 9'E z-. '^ --•- g 11 . L7,1 • :•• -s_.'l81I.73:54''1: a- (,,5'BSBL _ - ___-__ _� k .v�� ': �L � i137.11 IB'38 �t?`:.:.I.... � •�• .::�I:: N. �__- ,.\ I I :. ..'. h ±;� N 001638 W N m f86.08' . T.•. -_ 40. 40,00' 39.51' O+ i.. 4e,l7 `-.' 40.00Q-'�0.00' 0{2 ��- - LTr-� : g e. I N0011'44-W 2oao9• ' °4' fih Lm 'h`�J ,}T,, 7• I., 6l� 1\ '1f: UNE TABLE CURVE TABLE 'nm .3.: .(~; L�:7'�XV`• '� --•--co,.n ''V LINE-NO.DIRECTION LENGTH CURVE NO.RADIUS LENGTH TANGENT DELTA �aNv .TA Q"•ti • \ ,. "1I 1 N19'43'21'6 18.08 Cl 55.00 278.19 38.65 289'4@y -'-'-'--0ea, OA ill oI°O", a REStRVED Fb N ` 2 N,9'43'21'E 6.88 C2 25.00 nes 12.99 5454'01' n .- E FUTURE DEVEL ENT 1 3 No025'11'w 16.01 C3 25.00 25.67 14.09 58.49'33' ml,l�` '•6,547 Sq.FL" 1�---� - 5 N50'00'it'W 31.51 C4 225.86 48.38 24.28 1216'19• `f l ,� - • 6 111215'55'E 6.29 C5 179.00 43.77 21.99 14'00'35' 4± z g5y3 JQ N 0075'13 ,W �,124.09' '-\t I -"`a'- 8 N3811'39'E 27.26 C6 25.00 38.27 24.02 8T4Z•25' 'It',�{,��,'!/� , i : 9 NO2_2I'31'E 24.47 C7 25.00 40.27 26.02 9217'357 { SS'1 �Sy g5 .' :: 10 N173YSB'E 26.28 CD 29.00 48.61 30.08 92'OS'08' I1` 'Ito N1354'41'E 31.72 010 25.00 13.09 6.70 30'00'00• \J� Q I '-- \ r�: /2 50771'09'W 21.48 C11 25.00 13.09 6.70 30'04'00' ' --.- -, 541.45'41'61 13.67 012 25.00 13.09 6.70 JOTp'00' I \ I ••''.F'1 14 1401.41'22"E 29.62 C13, 10.00 5.24 2.68 30'00'00' I (�-- `._4 X '\` 3 IS 354'03' I / '4�i1'o _'' � „°{ N16'0Y70'E 30.01 Ctb 71.00 4.83 2.42 "�'� Q I n ' 18 N4116'S9"E 38.31 C15 71.00 24.00 12.11 1921'55' ..d ,7/•C"' \� = 1' '4:'T"n 17 N37'46'29'E 30.84 C16 71.00 19.58 9.84 15'47'19' -\+` ', ` - -W.:: 18 N31V9'31'E 41.12 CI7 71.00 19.93 10.03 16'04'S8' L- . a'" / J: 2 OW . I `4:. 20 N42.43'09'E 30.19 C18 71.00 20.84 10.49 16'48'55" - j'-f'1 -`,- Y`'` 0359'26T 34.70 C18 71.00 20.42 10.26 1826'S6' `i• / \,` 2 I `, 21 N0353'41'E 28.87 C20 71.00 4.52 2.26 3'39'01' -r- 1/` 22 NI9'43'21'E 25.57 C21 50.00 80.36 51.85 92'05'08' / ��4 h ,ii;; C24 55.0D 36.50 18.95 38'01'6' `' n•.�i .Vv C25 55.00 46.06 24.48 4759'16' I 1 C26 55.00 60.31 33.59 62'49'21' TRACT "A'/ ow Da tt3'. - C27 55.00 40.68- 21.31 42'21'27' IT~[�I WETLAND' UNION AVE. N.E. p4a7dSy'}},79 21.96 1252.34• �?I 22.707 54.`t 0 RECORDER'S CERTIFICATE J `�=� ,Ar' r LAND SURVEYOR'S CERTIFICATE f�;.. - PRELIMINARY PLAT MAP � Y "I f.. This Plot correct) represents a survey } filed for record this day of 19 at M Y P American • Eng1n■•rn Plann.re • SUngon '� THE VINEYARDS made by me or under my direction in . d'%s in book of at page at the request of conformance with state and countystatutes E ngineering 4032148N Me.Ni. [[[ �`d;'�'`"�"'••`,V Redmond,WA 98052 -u f,.,L'''�y In 19 Corporation ��,.,/ DWN. BY DATE JOB NO. SURVEYOR'S NAME = = "' 5-= -= V:"'A� 1'''•f o/ L.C. 3-19-01 9838 BBO4E 025)881-7430 Fab t625)861-7731 ''r••"•••'' •,•�•. �'•_�,/ CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. �J MEAD-GILLMAN 1'-40' 2 OF 3 RECORDING NO. VOL./PAGE 4 u - CITY OF . RENTON SCALE: 1"=40' t 1 t t PLAT NO. 0 40 80 120 160 200 240 PORTION OF SEC. 10, TWP 23 N., RGE 5 E., W.M. t--ft INi /' `I I 90e m • •i +o e�seL _1 ..L-_--�"_--r_.. J 4„' t,\ 0 W��: N8739'077. 'E t • �i I I ',I/ =_ -15'ACCESS EASEMENT i r... �y'tr- e. - .I c1f4 --- s, ,. - .. _/ •^' ,may_ __5 N9e_,3ym' 3464s/ I _ �IE_Bth \1 r \ - ._ _ �•+�w- ,'U- -ba.UO/.--_L .tl� _-\ _ N8759'04•Etif..- - _.. I I I/ ! i' -rrna \"/ / 1r Nv, z' foi W.-i,o ss9i -��.� + I 'Rct ASTREET • f I '� / o D i.i:/A-1/ {�� "I('�°!a/fll,1$' I,n '+N �n.: T r___-_-^ I:-TI J q. `c 4,CS 40".V 4/ g( O • Z a0 rn� IS,-,J S Jio(�-` yNeT59�E' I\ZI I I y \J...- /• • I '•,. �� 4-7 / i 1�-21 h"e'1,,q mro 4 1B" v \' 4. I.... l' nt. /: $�F f _TA�9 TA�13 ",/` hyr; I t�•. i9:06�-'1 p I (. / i , TA-8 --� \ / ) /°0 ,,Im m Io`0`_ N89.,'31. •_4c I� •tt' 1'. \-•- - - -i \10'fiSBL 4.oto / f I .� o F--__- -__ 6. _ ni ni f r(: `;0"' {` \ it I 8.1 j• +t.6o' Is-c •�JO IC / m I (l1 I I ( t -7 _n5 , 1 II x, • ._ t�' �''�I //' I • AIL ;{ . r TA-12, ) I fio.oD' • a m� W�. '' I / /' I 11 1'� • ��r, te'' Ii; \- / /i I y �- _ M, .I +�.• •. t'S4t N89'_4S'21•E / f 1`I: TA-11; '41 �1r� ^'ill o/ t O ;.;'•...-_. 1' >.2 11 r 105.00'..^' t f ! ) \ ©1 I I J\?Ryq'w. ` w + i 'N68T1.31•W ',_:...i6'r F?" _ I I / a ••.1..•V_P \ ( i 0d 1. `^ I I -__-T`'__-__r-3 I' t,� i (.,L. Nr•L: \ l'I TA-6 n I 3 42 0> 0- '1 zi t., /: 'I a 0<I o� I - ;�._' : ' .1 .1 I8 ':° 7fJ' �6•; i' I '�'8 F u TA-5 �� \'. l v,. ^_ f• a �2'at i i--'rr1� 4 'i� '7A25'rN64.44'S•E I uiI \ I osizi.e." ,`.,,.��Lyb:�4 r • -� N89'�3'27•E__ / {'rA.�1 =� TA-4 co7 1 'PAR i_L,t'Sa(,\\ .�r'A. C' __-705:14a'. / I qel i I - _mil F r... � 13227` �,a'"'', °41 _I---Tss. 9,„R a eu 6Y `" _ STREE 4 ,y��- _' '.. _ ?9 '� ,� i - '' R�t.'vY _ BM #2<'1 - ._ ._ _ -_ .��11 ;.et 1---_ _ ..�' -C S. Ty O..• --._I/ /•,qs of n e I .. 437T_'1000�"�' 4ow" L'40.00' '�T kIS.06':.• .t_:.... ...r 1•.. •-a .\I Si--, 40.00' „ 40.0+ •8.54' ..}:� (y5,•a ` SA/f r I I i IHOUSE E%is. 1RIfCTURE9 564 1 HOUSE 9P�y9•_'r' DP-4 i 711 I i 569 ?v f O "CW _ II \,"` y HOUSE 550 I `•�0 1 TO R OVED t{�,=•4 ,x 1^'�✓I /L ; I --'Y I 1_,,,,,,i,L_----_ii: Ii Ovt u IFF=399.tI I I TYP.3 L'OCAilON5 r t \: L4`403yJ�� �. \ III II - ; 0 1 It % ` L'--�=11 io�"t�1'E• i S" I�1Ya, I I 1 ,� I io �';>31 ••s,,AY-, , ,,,/ I WIC' g 1=`1 8J 1q' = p, vo a .. m .- P\ TA•- / IiI ' �I"1 ,JsIN oI" lt. O t# to-4A `R_- 1 I .77 g ro41� im ''" , $1m /o "I� _4 $Im`eD° i m s ''\�\`'//�\ ( ( /1 , 1, o•im 2 A-3 �A'r 7 � 12,r I ' ,, , 1 •'sc•r '" 1£ p.I t t£ m0 • TA-i. T 11 i t /'•lA+"�.1v 9.6"1 DEL. I m TA-2A \.". '� �`�14 TA�t2A- - / \ LDE. a N m �13A %1t I 1 - 9 __ J_ 24•F' 1 t�' •� l. f .)� X--X-"-X- �1 L`8L'A aF,r4 . 1 I 2'7"r ' f16'�I L:4gtgegAH:-.3111.:9470..7080:xl..xj \ � A TA� 9-2AdaA � - ); ,F__/�`7. t r1 1 ,1 r -.J�.X4 X )(BO> ') :.{Q`X� TA-IAG11t_.: e� it�7 ,d lI r' I 40-SOU X - )f�-d�,r7p_ e'•42 t �--`� R X ,I 41 1 `9tt ` I I -, - i el GRAPHIC SCALE T 39d 400 51' N04 .b e,i .• x 20 4 20 40 80 IL- I LINE TABLE �F O M1.r 1 UNE-NO DIRECTION LENGTH 6 1 INCH=40 FT. I) I I I 1 N1943'21'E 18.08 CURVE TABLE CURVE TABLE 2 N19'43'27'E 6.88 WRVS NO.RADIUS LENGTH TANGENT DELTA C20 71.00 4.52 2.26 3'39'01• • 3 N00K5'13•W 16.01 Cl 55.00 278.19 34165 289'46'03" C21 50.00 60.36 51.65 92'05'08' It 5 N50'00'11•W 31.51 C2 25.00 23.95 12.99 54'54.01" 023 55.00 94.66 63.95 98.36'22' 8 N12n5'S5"E 6.29 C3 20.00 25.67 14.09 58'4933' 024 55.00 36.50 16.95 78'01'J6• 8 N3911'39"E 27.26 C4 225.86 46.38 24.28 12T6'19' C25 55.00 46.06 24A8 4759'18• 9 NO2K1'31'E 24.47 C5 179.00 43.77 21.99 14'00'35' C26 55.00 60.31 J3.59 62.49'21" _ } 10 N173T58•E, 26.28 C6 25.00 36.27 24.02 6T42'25• C27 55.00 40.86 21.37 42K1'27• •/ I I Y..-'' NE 11 N13.54'4YE 31.72 07 25.00 40.27 26.02 9217'35• 028 200.00 43.70 2L96 1232'34' ® _ 5th ST. X 12 50721•09•W 21.46 G9 29.00 46.61 30.06 9205'06• ,��,-. „44, I I I r 'I-"I 13 941'45'41•W 29.67 C10 25.00 1}09 6.70 3020'00' l3..1 S, 0 14 Npt'41'22'E 29.62 C11 25.00 13.09 6.70 30'00'00' (; v I 15 N16'07Y0'E 30.01 012 25.00 13.09 6.70 3020'00• 5 • r`• 16 N4198'59'E 38.31 C13_70.00 5.24 2.68 30T0'00 I, „/ "il,rw f' J 17 N37'46'29•E 30.84 C74 71.00 4,83 2.42 334'07' tl 18 N51t79'31•E 41.12 C15 71.00 24.00 12.11 1911%5' -:`its ic/G' 19 N42'43'09•E 50.19 C16 71.00 19.56 9.84 /547'19" ' v=r - n,.,, W I I 20 N0359.26-E 34.70 C17 71.00 19.93 10.03 1E04'58' •% "•+' 021 N0353'41•E 28.87 C18 71.00 20.84 10.49 16'48.55' r1 •. -... Q 22 N19,13'21'E 25.57 C19 71.00 20.42 10.28 16K8'56' `� ��n e..•�J�''' • RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE PRELIMINARY PLAT MAP filed for record this day of 19 at M This Plat correctly represents a survey American Engineers • Planner. • Surveyors :,r .'�, ,i.. THE VINEYARDS mode by me or under my direction in 1„-:• ''. in book of of page at the request of conformance with state and countystatutes Eng(neering 40J21481NAw.N.E :f�`L , _ReAsod•WAS 052 .1 ••� Corporation ii'•,..` ,. ='�• DWN. BY DATE JOB NO. SURVEYOR'S NAME in 19 • •..zua. -mt. a." -- o- ,_• 1L • 1` r"ONE(425)881-7430 Fax(425)e81-7731 - , CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. • '� MEAD-GILLMAN 1"=40' 3 OF 3 - d. a" CITY OF THE VINEYARDS SUI N ma`s-v-ol .m A__��jj BELMONT HOf,I - ry\ JIN RENTON -e ^®�. • I .d I :� Pbnning/BuIIQng/PUDIic wo,Dept TOPOGRAPHY MAP —�1 NC. �+ DATE APOR -� �� EXISTING SITE CONDITIONS nIr1D R °.3 g 0 A Fg THE ORCHARDS DIV.1. R _•I, n ]� —__—. p�:.>,�. `yam -__ _ B o I 0. En.aiSl;MV" r+�ce . l, /_L-' 1�, w ,'! V =1 a C ) I g P&i I I ,r•.t•r , z"av / :'�a ` yn y`A-'"�- 1 /, :n.;�Ai ems. /A'` <,�/, 4„,Q'D =[. ..),O.ai=' /07 LI! 1 ') .I.,:..,,,I 4:11"/ e'-'7"1?-9'iL ij() ‘) '''C' '-- N.E.6th Pl. 4K. 7 , '3'+ak 'd.., n, -,,_":7-,2peg..L./▪ .. 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'.�,• AEC E/�9B38 7 C orporation I01 OM WO 301-74.10 ,.m1 B01-Tm1 .g 01 ��Bw.,... n 1 A-N N N N A A • • • • Chi i 1 co.lp 1 ir4 ii 1 1 / I COST.MAY .1 \ \ . ! 1 / •fi: 5•i,,c, z I I t \ II NEW r C4 WAT. 4— ....1 1 INTO COST.12.El MD N,F61 LOCATION " — --- —\-1 --"17--""25" -r —1---1 — r----7— — I ':1 T -= - T er WE SrLYE .5 r 32 31 I I I I I I I —1 A:,,I,..:;1 30 I 29 28 •\ \ g : ,_ 1 i :••:,,-.;,'; I 1 2 I 3 1 4 /1\ Vi 72 •., 1 \ eneou n.rm 1 I I .27 26 I 0,25 24 I 23 I 22 I 21 1 ,...,,!:fr,t,i 1 / / / '..2.1 a' • ,-----„srun.MD 1 ;'45,P) ' = vi, P-- I - -!..,44111‘------- ' 1 : io 1 Li .1 • ill .R-16.0. . I '3 Z .1( ; I ,,,0 r-- 8- -I ix - . . . ..,, w:•,.. _,....414,,.'..,.',,,. N......_ www..'7: .,.....''",'7i4. ,-,',.7..1... ' . 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L-15.ce 'd i j SEE SKEET 0 el 7 FOR• ROADWAY AND DR.. °TIERS PER AGREENENT -----...—. 11 PROFILES AND ROADwAy cROSS SECTIONS 6 11 I / FOR FUTURE DEVELOPMENT I fool uw.ma ...II)Mil l• .,.. '1 .• . . .wPRELILOURsTor,LSTOPII.,„,,,s0DRAVErtVAULT I =MN 4 F-114.'"2 .;... N 00-2SLY w MOS 4 i 1 1 0.0=RAM.MD Cw.FL 0.0 STORAGE 00.1N.LOT WAX NAL LENEL-100 TR..SToft.NOM' 12 ` h c‘iiii, 1 • 1 Iii tl TOP OF MERMEN,.Mgr i i 0 i STAa4.02.7.3 q , , 1 . . Doi,.Of OM STOWAGE.Ma' DOTI.Cf vAULT.20.70. p A 7 02 g i 0 a I i p;.1 1 i. 1 EttrA? 7___—_____411 EF.3916.,. .._ „.....,..,......„ . .. 01 . ......../r,\ ' .i. f"--'---•,- 1 ' I 11 I I , V I I 1,11 1 11 *,% I • F_G"- 44 I, V.IIT • i I s , ,TRACT'A"I .;,,/ • R:1°L------- I i -11 1 1 WETLAND 2:5 —Hog.'.95' 'ft ..' -k.:T' 6'j tall: ROADNAY reparL. LA.... < ,, z• . . . I I. • I I 1 Il I SEE SHEET 4 of 7 FOR SANITARY SCORN PROFILES. W \ ' SEE SHEET 6 of 7 FOR STOM II DRAINAGE PROFILES. I ,L.1"... ,./ ). _ H00.25.13,711 .1, 1 W I Ld I':1 _________ , . 1 l's I.:', i ...:-. . F.., C6 A I i i ,.;' IEA' x 1 .d I - I GRAPHIC SCAM 1 I 4 gl L' listillor 11 4q 9 I i!U wee.er GAM VALK ic idyg 1 I OUTLET PIPE I. MA" I PI S.6.11S7 Farc::-, L od ._,. -i. — — — - _ . — _ _ _ _ _ _ _ _1. _ .A.-- 1 ‘I, oic "3 '” DX ..'-. .,..-- —-.1_ 1111M=MO1117_11 .0 g ____I____ _ ——— ——— UNION AVE N E _ 1E...0 ... __ fi ft _ __ __ _ —, —— c ' EX 6 p,ME 1 TOP.22.8 11.CONc E IE-322.11 _ _. — — “ ._i_ IC _.. \ 24 CUP N.1.201.6 16 CD/2 TIRE 2 TOP.4.20.3 — ''''' T'' 7\7( ••cowc w 1.222.S. • i:.a:'4. *.:g.:.; liliFIll ENERAL ulLm PLAN American EngInoor• • Plonn•ro • So,... E ngineering 4032 1401n Aw.N.E ', 1- :, SHEET 3 of 7 AEC#98313 ol • to@i��6< i s U Z 420, a w m9 9 '" .3 a J @ t LT- .,a ti s'• 6 j §� 4F@€$ -- -tea, - _ O _E axo.om u.rs /� Nv. cc w rs���� y.t7�� ti�ti ... r.Tar�.... nsux�'•. (\(�,/1 oZ 3 OM _ I �' _ _ 5 m < JBS x wa y r m snc-.a f - as,12 e ma c:04 ���`— r W Z 2.- ��' Sw -w >ea I i ne_— I -- __ — DATUM ELEV:m I ---- Q 370.0 �t x�pp ApQ *yy yy ri I {{ L. E',Fly V w00 1.00 2+00 3+00 4400 a.00 8400 7. W U ai N.E. 6th STRKET scut MILL -.a' ,..r-,0• .' 4 'II 0 t. it < a ai < e i A A .au I4 g �I ' 1 Vr0 o b Jy e- IV 408 . ¢¢ ggp ..,Lee . • � t ��ri�lr ; • _ .o,< . .��......W x � IIMIIIINZ>REMINIMMII= • g ia.:I 11M��11�� MS n1 DATUM ELEV.. 1♦����� 304.0 . 7.aa waa NZ ,wa0 ,,.00 ,N00 waa SEWER TIE IN • g VASHON AVE. N.F swr ,ar.eao• e • rir American CnVlm.r. • Planar, • Surwpn 1� . 7. SANITARY SEWER PROFlLES Engineering a.a�aaa•""°n `�`�� SHEET 4 8 7 rporafion "^�J01 �� AEC y9838 . SC,.,s,m,-,.30 (.,a)m, , - l'I r'''...0.24.Qy I A—NNNNAA • • . . .1 ,,fi' '• 1 . DIST.SUM ft TCP.040.7 A l' I 7.g g- Y. 11.01kUNE E•IN 1E.401.., .E.IE' Chi i . 1 g r I 144 4.1 II I • / / 1 \ I / ki, !,-3:11 1 • . i • 1 . 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I 'T.,:i`4i--.i,; ---------__ .... a ;1 T ,;\, '------------------ I 1 I 1 I 1 " ,, 1 I -,....:,:i k ..__I____iwap.....L ' I :•....t.'t 9 . 1 —•J— _ - . , . . ------ . . . . __ t_ i. ,...,,=, 4.• —..... ,..._ — —i --i ..i.,"• ,., 1 16 .47%.,F1,1 10 F, — MC011,,W 105.09. I al• I --N. --1 YAM.ACCESS TO IONO PREVENT'MON Ar.t•E.N.E. I I . I--- Es, --- SEE SNEET S of 7 RN % TRACT"E"RESERVED I .. Cr ..,.... .1.7AlCINT:8;72 „. '16. ??&T'il'2 -- ROIMI.AND ORA.. PROMO A.10 ROADWAY FOR FUTURE DEVELOPMENT I YIN.IOW i GROSS SECTIONS N 00,..13.N 114.09. 1 I 0 I g 1 MADMAN(STOW ORAINAOE VAULT WI STORAGE.MOM DA Fl. DEAD STOWE.0075 DA FL i ;,I .,,, 4 i . DEAD STORAGE DEPTH.IBS lirarT.IIIEL.-ttiOLUCRY.SOLT I 1 ,....i I. 12 lj I V ti 14 STAMM ELEV..103.01. .--.___ .1 Ft1102.7.33 32,0e CI 010VALT ' I ;1 ; 0' :-- :' 0.....1: I 1 , , ...11- 1 ------_____I — •- in 1 ci i P" rE393.8..„.4_ .1........., 7 = y ii l I q I I I e. . 5 3 5 i ci,..i. 51 IE.3914 7 7.- 14 I il 1 - ..1 S I I Lk I I 0 I % Ti I , I • %V 1 .ft • -''• 1 5'9r22.T. f.. I 1 I g TRACT'El , R.. ' °A-1 I " 1 WETLAND i 7 -• I iv ,--•-•1-.-3.minmsrrt .... . ',-?---:, ;.I 15• I- 211,=,.„. \Lks.. SEE SHEET 4 of 7 FOR SANITARY MYER PROFILES. SEE SHEET 6 of 7 FOR STORY DRAINAGE PROFILES. LIT-..-.." •--I, . 1.50 I I I I I., h I * IE-;ll 35 • . . i ..- 13 W I ,1 I.....I '• • .'' I Ft.f.,....... IA ilm j R cn' Orrl a 1:..1 I li •ti >< 41 GRAPHIC SCALE 8 2. 10 SO 4011 I ,„g RaE Ili I Z I OWLET PIPE I.F.', I i§th I10:51.07 1.-32.4. • ••• .f .... - PAL0010 cam 3 • MENEM= ,... .....,,,_, i o .. i ± _ — — — UNIONAVE. AVE. .E. _ _ — _ ____ __ — — _ _ _ _ rarri:gar'' --. — — — — • CO(2 TTPV .m. ...,: E:E '" \ f Irl i.fcrE.'14V.V 4ii,1 fp,.ii\...1 ROADWAY AND DRAINAGE A m erica n Pigins•r• • Plannar• • Surf•yon . ,.,k,10- CONTROL PLAN Engineering Ian I1Sth Ave.RE. 14 - , SHEET 5 of 7 AEC 8#983 ' g 1115'1° ' .0HE(QS)BI11-7430 Fax 0 -W°23)0131-7731 — ..-`"..,.------- r."""547 1 A—N N N N A A • q tea' o .e W "ill i b b Y.E GU 420 u_ :rill 111.111111111115 iii.malisimp..mvii11111 iiiihillilii; _ _ 0 0 1 p ���i �arlram===i .� Z L. I i1r > 1l I- ¢ .4 7 o Dm I43 ix .na I DATUM ELEV.na 070.0 We O E. ; 5-5 W X o.00 I.Oo a.00 »m «m »m »m U Ix I N.E. 8th STREET g SORE CMG I C 15. 4 71 _ O. 1,�I1 i .A $ AF m N. ki d 1 "i + 8`.Eu'4 .�apl INUkos B. stTtl e.3to el— .-L, NORRN.e/.WW.Esr 500R31 WAST �i '/ MST MADE ih J 42' y 5/ • QM ` 11.5•a.5• _ liyl•+*AO SIi-la— '- INV —_ .00 LOT MADE 3x Y 1J 8{ -- --'— Isea Ul1'r�� n-i/ . a ._._pl> r<jo, GRADE fl gp tilMkr 302 4 jZ ib:. r cuss•a•Aa1,1 ` _ _ 384 a TOG oAK_a 5RM So. 1lD 10K Ii xo r BASE CODAS PM MN SAID WO a.1n I a04 COO AC.1D 0ac ne SIARADE C0111ACTFD TO cac AND EIMER POI GOY 9.PAM 1001 SR .•Out.SID[iwC r 611/2v53411,0 KM S.W.canPacina TO 05X il TYPICAL ROAD SECTION 7160 9100 A.ao 1.00 n.m I2100 NTS E VASHON AVE. N.E .c ' MAT-1,101 '`v1�� • ROADWAY AND DRAINAGE ' ` :...1,'r- PROFlLES American EDy1De.ri • Planners • sAl.gOr. � Engineering 0a;�yv:e0v Corporation ik4 �,•v AEC 7 A I 1 � 2 PBDBE 1Ne,Ba1.7ND ,.aa,eei_T> pow.°'°,•�°� A—N N N N A A - 1 ® ,---= " �----- n_® CITY OF THE VINEYARDS H'.Jd�5 'ION `3-21-B1 \ �7� RENTON BELMONT I r . �' Planning/Building/Public Works Dept TREE CUTTING/LAND CLEARING PLAN "'7 O. RENSION BY DAM IPPR .o dmm 21 OM> X' D,'D 3 5 -�i• I g I O m o ME ORCHARDS OIV.1. H i _ �11 o • ::14::;:_,4714.1:,,.ri, ,,,,,,,,,,,,,,,i,taiT,,,.....„..,,i il Cr' -' I •, J �; c k j 1�.. ' -,-/A1:1"-g-------- 7•N‘ - ..--1-,',..,. 7 - i ,{I,,r wa jN :�j N.E.6th PL. ,1 I i�:n` . . i--- i Ai =6 ----- I I .-�" /f f i, € ; 1 / I 1 , I —;-- ----4 , .E_,.1 I 'I ' H\. 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''..,'�...,,!..A "\,+•Y II :i !, T jf'.i ,r��1'-'t� ',�il ♦ Cat',�I �. i' ` ,u:,,11 R4Eli 2 '23111R4E I, .e .3042314145 !''F� 2D23NR5E,. ,:"ERANt 55EL ¢ - 1 , "I47' " J• r, R5E .. , 26 T2,351 RS ua/.'''1, , -0 �1 .o0 � 4_bl i��1i.5�: .160• 5II A' \ f 825> „pte • yp ,..11 1 ri.,:liiit.--,— ___1,_ . a ems i 1„1.. ft `�,`_ III �'i y-6 3NR I R5EI 34jHt:I 3 = E T 3N R: �c✓ N 5E 1 ►,.723 1 35 T23N :`::rr: 36 i._ 60 _60 i 1 .,ter_ _614961i ;' 833 = 8 �I Ft- IIIri -�'_ C I' Y JL :.14/F- 1 dbs PANa1CAUKE .]'§'�I'.•� i �'I �y,�r ...... ...:••. ::_::__•_: ci w = �j' L.� ;Ili ry �I� s .::::::::„:::::::.:.: 22N R4E Nil ,., '1 D ,finu. 1 it ,�I"`.I J -T 2NR4 ` 6 T22N R5E ll 4 5'T22N;R5E. 4;1122Nef�i E _,- R5E ,_, ;• 2 T22N R5E KROLL I RC I Resource Conservation I CC I Convenience Commercial (P) Publicly Owned I I Residential 1 du/ac I CN I Center Neighborhood* PAG E# Renton City Limits I—I Center Suburban*I R-5 I Residential 5 du/ao -- "Adjacent City Limits SECT/TOWN/RANGE 1-7 Residential D du/ac I] Center Downtown* I xx 1 (Grey Text) Prezones IRHH I Residential Manufactured Homes I CDR I Center Office Residential I•:•:•:I Automall District A • I R-10 I Residential 10 du/ac I CA I Commercial Arterial :IS Automall District B Ia'Residential 14 du/ac FT Commercial Office • For additional regulations in overlay districts CZI Residential Multi-Family Infill I IH I Industrial - Heavy not shown on this map, please see RMC 4-3. r—i Residential Multi-Family Neighborhood Center FTIndustrial - Medium PAGE • ResidenUal Multi-Family Suburban Center 1.IL I Indus trial.'.,Light Residential Multi-Family Urban Cd11lt�ti' I P�1� t' bl1 U•se; INDEX CITY ' .F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 17,2001 • Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee(ERC)on May 15, 2001: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED THE VINEYARDS PRELIMINARY PLAT',. LUA-00-029,PP,ECF Bob Wenzl of Belmont Homes; has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached, single family'houses. Lots would range in size from 3,559 sf to 7,539 sf. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on.the property.The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10,0 dwelling units per net acre(du/a), and allows up to 13 du/a if all are detached units.The project.requires;Environmental Review, Preliminary Plat approval, and administrative approval of:a reduced:public street<;right-of-way(from 50 to 42 feet wide). Location: 505 Union Avenue NE. • Appeals of the environmental determination must be filed in:writing on or before 5:00 PM June 4,2001. 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. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. • If you have questions, please call me at(425)430-7382. For the Environmental Review Committee, 4- - Elizabeth Higgins;AICP Senior Planner ` cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe(Ordinance) US Army Corp.of Engineers :fin"tO {.ar; 19O1�oo1 Agencyltr\ 1055 South GradyWay-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer s7— CITY E' RENTON mg. _ Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 17,2001 Ms. Cheryl Girard, PE American Engineering Corporation 4032-148t Avenue NE Redmond,WA 98052 SUBJECT: The Vineyards LUA00-029,PP,ECF Dear Ms. Girard: . This letter is written on behalf of the Environmental.,,Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on May 15, 2001, issued a threshold Determination of Non-Significance-Mitigated with';;.Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM June 4, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady May, Renton'; WA'98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8.-;110.:-Additional information regarding the'appeal process may be obtained from the Renton,City Clerk's.Offce,,(425)-430=6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton,Washington, on June 12,2001 at 9:00 AM to consider the proposed Preliminary Plat..The applicant or representative(s).of the applicant is,required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing.' If the Environmental Determination is appealed; the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do .so. .If you have any questions or desire clarification of the above,please call me at(425)430-7382. - • For the Environmental Review Committee, /'i Y `g7mv Elizabeth Higgins,AICP ✓✓ Senior Planner cc: Parties of Record: B. King; P. Brandal,J. Connors, S. Schmenger, M. Manion Belmont Homes, Inc./Owners Mr. &Mrs. Clarence Williams/Owners . Bimal &Subhashni Kumar/Owners • Enclosure 1901c?00l. dnsmletter 1055 South Grady Way-Renton,Washington 98055 eaten®This paper contains 50%recycled material,20%post consumer DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-029,PP,ECF APPLICANT: Belmont Homes, Inc. (Bob Wenzl PROJECT NAME: The Vineyards Preliminary Plat DESCRIPTION OF PROPOSAL: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10(R- 10)zone,which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units.The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public streetright-of-way(from 50 to 42 feet wide). LOCATION OF PROPOSAL: 505Union Avenue NE,. MITIGATION MEASURES 1. The project shall comply with;the requirements;_of the,.Level II Flow Control of the 1998 King County Surface Water Design Manual foryboth detention and water quality treatment sized for the . new impervious surfaces subject to vehicular access. 2. Wetland buffers shall,be delineated with`a'four-foot(4')high split rail fence to be constructed prior. recording of the final plat. 3. The applicant shall pay the,,appliicable Transportation Mitigation°Fee at the rate of$75.00 per each new average weekday trip attributable to the:project, estimated to be 9.57 average weekday trips per new residence.The Transportation-Mitigation:Fee,is:due prior to the recording of the plat. 4. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-029,PP,ECF APPLICANT: Belmont Homes, Inc. (Bob Wenzl PROJECT NAME: The Vineyards Preliminary Plat DESCRIPTION OF PROPOSAL: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf.There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property.The site is in a Residential 10 (R- 10)zone,which requires between 7.0 and 10.0 dwelling units,per net acre (du/a), and allows up to 13 du/a . if all are detached units.The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). LOCATION OF PROPOSAL: 505°Union Avenue NE Advisory Notes to Applicant E ,S 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 ; .<. Plan Review—Sanitary Sewer 1. There is an existing 8"sanitary sewer mainain=NE 6".Street east:Of the proposed plat. There is also an 8"sewer main in Union Ave NE south of the site,>There is an 8"dry sewer,which is currently stubbed to the property at the northwest"corner;of th'e`site. 2. An 8"sewer main extension will`be required to serve the proposednew;lots. The applicant has • indicated, on the conceptual °an'extension from Union:Avenue NE to the proposed project. An extension to the property boundary east of Union Avenue NE and°north of Tract'B'will be required in order to provide service to properties to the:north,whether:fronting"on Union Avenue NE or within the plat. 3. Separate side sewers will be required for each-parcel (no dual side sewers). Side sewer lines must have a two percent(2%)slope. 4. Sewer Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 5. A Special Assessment is owed on this project. Approximately$9,429.84 plus interest is owed under the East Renton Interceptor District. This fee is payable with the construction permit. 6. Existing septic systems shall be abandoned in accordance with King County Health prior fb recording of the plat. Plan Review—Water . 1. There is an existing 12"water main in Union Avenue NE. There are also a 12"water main stubbed to the property in NE 6th Street and a 12"water main stubbed to the north property line. An 8"diameter stub is located in an easement to the southerly property line from NE 5th Street. 2. The proposed plat is located in the 565 water pressure zone. The Vineyards Preliminary:.-,i _. LUA-00-029,PP,ECF Advisory Notes(continued) Page 2 of 4 3. The property is in Aquifer Protection Zone 2. 4. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 5. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for • the new parcels. 6. The derated fire flow in the vicinity is modeled at a range of 2500 to 4500 gpm. 7. The fire flow requirement for single-family residences is 1,000 gpm. Extension of a water main and looping of the system is required on site. The utility plan submitted appears to have addressed this requirement. New hydrants are shown on the plan within the proposed development. 8. The site appears to have a well for domestic use. The applicant shall meet Department of Ecology requirements for proper abandonment of all such wells on site. After completion of abandonment,the City will require a copy of the DOE report by the applicant. 9. The static pressure is 70 psi. 10. Water System Development charges of$850.00 per new single family residence will be required for this plat. Credit is available for existing residences on the property to be demolished. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Stormwater Drainage 1. The preferred method of storm discharge in this area is infiltration, if soils permit. 2. Surface Water System Development charges of$385"per new single family residence will be required for this plat.This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 3.. Before any construction or development activity;'occurs,are-construction meeting must be held with the City of Renton Development Services,Division, Constructions,Services.(425-277-5570). 4. The City of Renton retains the right to restrict the,timing`of land clewing and tree cutting activities to specific dates and/or seasons when such restrictions:may be necessarypr the public health, safety, and welfare, or for the protection of,the;environment:' ; 5. Applicant shall submit separate'structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. Plan Review—Street Improvements 1. The new streets must be constructed,to City standards, including new pavement, curbs, gutters; sidewalks, and street lighting. k' 2. Sidewalks are required on both sides of the street within the development. 3. Pavement width shall be 32 feet. 4. The emergency access roadway to Union Avenue NE must be paved (not just gravel)to a minimum of twenty(20)feet in width. The easement must also allow for pedestrian use of this access roadway to Union Avenue NE. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. 6. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 7. Street signs and"No Parking"signs are required and shall be installed as part of this project. Street signage details should be shown on submitted construction plans. The Vineyards Preliminary Plat LUA-00-029,PP,ECF Advisory Notes(continued) Page 3 of 4 8. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project,estimated to be 9.57 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. Credit will be given for 3 existing residences: The total fee would be$27,992.25(374 trips X$75.00). Plan Review—Site Layout 1. Staff recommends that the pipestem to Union Avenue NE near Lot 37 be improved for pedestrian access to the new Vashon Avenue NE. This would require revising the plat layout to include a minimum 10 foot wide pedestrian easement between Lots 37 and 38. It is further recommended that a minimum 6 foot sidewalk be constructed from Vashon Place NE to Union Avenue NE via this easement and pipestem. It is also recommended that the 16 foot pipestem portion be dedicated as public right-of-way. 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 registered Civil Engineer. 2. The construction permit application(s)must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these Improvements;is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$1'00,000, but less than $200,000, and 3 percent of anything over$200,000: Half of this„fee must be9aiid:upon application for construction permits(preliminary plat improvements),=and the„remainder when the construction permit is issued. There may be additional fees'for water,service related expenses. .;, Building Department Review: 1. A demolition permit will be required. 2. The recommendations of the;geotechn(dej`,enginee[ and:the geoteclinicai report dated October 19, 1999, shall be implemented regarding remover:at-0 material from the property, replacement structural fill, compaction, and foundations/'footings: 3. Rockeries or retaining walls greater`than 48'in height will require a separate building permit and shall have the following separate note included on the civil plan:. "A licensed engineer with geotechnical:;expertise must be'retained for proposed rockeries greater than four feet in height.The engineer must monitor rockery.construction and verify in writing that the rockery was constructed in general.:accordance with;ARC standards and with his/her supplemental recommendations, in a`professional:manner and of competent and suitable material.Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project.A separate building permit will be required." Parks Department Review 1. Parks recommends a Park Mitigation Fee be paid, equal to$530.76 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes. A Fire Prevention Department Review 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 structure. 2. Emergency access roadway is required to be a.20 foot wide paved roadway approved for fire equipment access. r The Vineyards Preliminary • LUA-00-029,PP,ECF Advisory Notes(continued) Page 4 of 4 3. The Fire Prevention Department recommends a Fire Mitigation Fee be paid,equal to$488.00 for each new single family lot, prior to recording the final plat.Credit can be received for 5 single family homes, therefore the estimated Fire Mitigation Fee for the project will be$488.00 x 39 lots = $19,032.00. Property Services Department Review 1. [Comments provided to applicant under separate cover.] Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10(R-10). 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre(du/a)minimum and 10 du/a maximum,with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre), with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. 5. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1 story; or 15 feet in height. 6. Required setbacks in the R-10 Zone:are 20 feet for frontyards facing public streets developed prior to September 1, 1995; 10 foot front.yard for a primary structure fronting public streets developed after September 1, 1995;20 feet for attached garages:which accese.from the front; 15 foot rear yard setbacks, unless the lot abuts a lot Zoned RC, R-1 R-5,"or R-8 in such cases,a 25 foot setback is required for all attached dwelling units(no attached units areproposed), side yard setbacks along the street of a corner lot is 10 feet,,and..20 feet for-;attached garages which access from the side yard street; and interior lot sideyard setbacks are=5;feet :-Allsetbacks are minimums. 7. All setback areas shall be landscaped;except'driveway"sand walkways.:; 8. The maximum building coverage allowed in the R-1`0 Zone is 70 percent;of the lot, and the maximum amount of impervious surface permittedis=15percenfof the total lot area. 10. The project proponent shall,draft-an0 record a maintenance agreement<to establish a Homeowners' Association for the maintenance;of:all'common improvements(access and utility easements, rights- of-way, and stormwater facilities;-including Native Growth.ProtectionzEasements). A draft of the document shall be submitted toithe:City of Renton.for review and,approval by the City Attorney prior to the recording of the preliminary plat.,: ` .. 11. Wetlands and wetland buffers will be designated:as."Native Growth Protection Easement'areas. Vegetation in this easement shall not be disturbed or removed except for removal pursuant to an approved enhancement program,or when otherwise approved in advance by the City of Renton. A __S NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE 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. THE VINEYARDS LUA-00-029,PP,ECF Environmental review for proposed subdivision for 42 lots, single family homes. Location: 505 Union Avenue NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM June 4, 2001. 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. 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 June 12, 2001 at 9:00 AM to consider the proposed preliminary 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 public hearing. Publication Date: May 21,2001 • Account No. 51067 dnsmpub.dot i-.\i (it.f I a* r.i ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION THE VINEYARDS PRELIMINARY PLAT LUA-00-029,PP,ECF • Bob Wend of Belmont Homes,has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached,single family houses.Lots would range In size from 3,559 sf to 7,539 sf.There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property.The site is in a Residentia110(R-10)zone,which requires between 7.0 and 10.0 dwelling units per net acre(du/a),end allows up to 13 do/a If all are detached units.The project requires Environmental Review,Preliminary Plat approval,and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide).Location:505 Union Avenue NE. ) THE OF RENTON ENVIRONMENTAL NED THAT TIE PROPOSED ACTION DOES NOT HAVE REVIEW SICOGNIFICANT CANT A MITTEE (ERC) IMPACT ON HAS THEENVIRONMENT. Appeals of the environmental determination must bo filed In writing on or before 5:00 PM June 4,2001.Appeals must be filed In writing together with the required 575.00 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. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)-430-6510. A Public Hearing will bo 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 Juno 12,2001 at 9:00 AM to consider the Preliminary Plat. H the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. ,t N • s`w 1 tZUW t'i'ttagrsc ritlaa xi J i�*Milli.' �dL u n + ` zPs>euitd F"Ilig�f egg t:�HtaPas sa`' "---• 1 'x r 1,- a( ' Ltr7y� . tr C 1'U ¢ �R198 • ' RgRT � 1 � i ir p 14, ,�q; bu4Eti -�� rzf,p, .� a a 3 - . •— Prig MiYAV,'P w RN-al airta1ya u yI; al tjp i .Y ' 1Sg"4LMaQA6 <b ©PPiien,f.rsP70. N n G3 d n u[ i 6.VWiiAV'4n.i �j r S Cep "^ 13tLIR.tddSAn'''d'A 1 �`�'�t low jrRtm'O 1f u'i i Fc4 5.4nt:,CRN . ii r�f(i'. �aqp 11111116 � -. illitiCEe_ allil 4.14Sti,,l ) I �t5 fl Ax v�m1x Rii. 'p z _ u,:%` I_rr?°P r• nem.P. .�mil. -•.� r J, ,h� b.° zt arse_e sly FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425).430-7382. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I. Please lnolvde the,project NUMBER tvlien'calling for:proger,fir§telchtificaUop:,;' .I CERTIFICATION I, 4ii' e /).e j y) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . Mal /0 zoo/ • Signed: 9_,•••h i,a/r----) ATTEST: Subcribed and sworn b fore me,a Norte Pu c,in and for the State of Washington residing inka,4 ,on the day of MARBLY N VJ MCHEFF NOTARY PUETIC j'-' t#7 n/f STATE®F 1NA�HINGT®N ' C®Ml+AlSS901!! EXPIRES MARILYN KAMCHEFF ,Illl�!?� , 2flQ3 MY APPOINTMENT EXPIRES:6-29.03 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-029,PP,ECF APPLICANT: Belmont Homes, Inc. (Bob Wenzl PROJECT NAME: The Vineyards Preliminary Plat DESCRIPTION OF PROPOSAL: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A) site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). LOCATION OF PROPOSAL: 505 Union Avenue NE LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM June 4, 2001. 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. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. PUBLICATION DATE: May 21, 2001 DATE OF DECISION: May 15, 2001 SIGNATURES: Gr Zi a an 1ni!strator D7�T Departme t P ning/Building/Public Works g 14 5 / Jim Shep d,A mi is rator DATE Community Services , b• 5-Vo Lee heeler, ire Chie DATE Renton Fire Department dnsmsig DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-029,PP,ECF APPLICANT: Belmont Homes, Inc. (Bob Wenzl PROJECT NAME: The Vineyards Preliminary Plat DESCRIPTION OF PROPOSAL: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf.There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property.The site is in a Residential 10 (R- 10)zone,which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). LOCATION OF PROPOSAL: 505 Union Avenue NE MITIGATION MEASURES 1. The project shall comply with the requirements of the Level II Flow Control of the 1998 King County Surface Water Design Manual for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. 2. Wetland buffers shall be delineated with a four foot(4')high split rail fence to be constructed prior recording of the final plat. 3. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence.The Transportation Mitigation Fee is due prior to the recording of the plat. 4. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-029,PP,ECF APPLICANT: Belmont Homes, Inc. (Bob Wenzl PROJECT NAME: The Vineyards Preliminary Plat DESCRIPTION OF PROPOSAL: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A)site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property.The site is in a Residential 10 (R- 10)zone,which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units.The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way(from 50 to 42 feet wide). LOCATION OF PROPOSAL: 505 Union Avenue NE 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. Plan Review—Sanitary Sewer 1. There is an existing 8"sanitary sewer main in NE 6th Street east of the proposed plat. There is also an 8"sewer main in Union Ave NE south of the site. There is an 8"dry sewer, which is currently stubbed to the property at the northwest corner of the site. 2. An 8"sewer main extension will be required to serve the proposed new lots. The applicant has indicated, on the conceptual plan, an extension from Union Avenue NE to the proposed project. An extension to the property boundary east of Union Avenue NE and north of Tract'B'will be required in order to provide service to properties to the north,whether fronting on Union Avenue NE or within the plat. 3. Separate side sewers will be required for each parcel (no dual side sewers). Side sewer lines must have a two percent(2%)slope. 4. Sewer Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 5. A Special Assessment is owed on this project. Approximately$9,429.84 plus interest is owed under the East Renton Interceptor District. This fee is payable with the construction permit. 6. Existing septic systems shall be abandoned in accordance with King County Health prior to recording of the plat. Plan Review—Water 1. There is an existing 12"water main in Union Avenue NE. There are also a 12"water main stubbed to the property in NE 6th Street and a 12"water main stubbed to the north property line. An 8"diameter stub is located in an easement to the southerly property line from NE 5th Street. 2. The proposed plat is located in the 565 water pressure zone. The Vineyards Preliminary Plat • LUA-00-029,PP,ECF Advisory Notes(continued) Page 2 of 4 3. The property is in Aquifer Protection Zone 2. 4. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 5. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. 6. The derated fire flow in the vicinity is modeled at a range of 2500 to 4500 gpm. 7. The fire flow requirement for single-family residences is 1,000 gpm. Extension of a water main and looping of the system is required on site. The utility plan submitted appears to have addressed this requirement. New hydrants are shown on the plan within the proposed development. 8. The site appears to have a well for domestic use. The applicant shall meet Department of Ecology requirements for proper abandonment of all such wells on site. After completion of abandonment, the City will require a copy of the DOE report by the applicant. 9. The static pressure is 70 psi. 10. Water System Development charges of$850.00 per new single family residence will be required for this plat. Credit is available for existing residences on the property to be demolished. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Stormwater Drainage 1. The preferred method of storm discharge in this area is infiltration, if soils permit. 2. Surface Water System Development charges of$385 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 3. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). 4. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. 5. Applicant shall submit separate structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. Plan Review—Street Improvements 1. The new streets must be constructed to City standards, including new pavement, curbs, gutters, sidewalks, and street lighting. 2. Sidewalks are required on both sides of the street within the development. 3. Pavement width shall be 32 feet. 4. The emergency access roadway to Union Avenue NE must be paved (not just gravel)to a minimum of twenty(20)feet in width. The easement must also allow for pedestrian use of this access roadway to Union Avenue NE. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. 6. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 7. Street signs and"No Parking"signs are required and shall be installed as part of this project. Street signage details should be shown on submitted construction plans. The Vineyards Preliminary Plat • LUA-00-029,PP,ECF Advisory Notes(continued) Page 3 of 4 8. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. Credit will be given for 3 existing residences. The total fee would be$27,992.25 (374 trips X$75.00). Plan Review—Site Layout 1. Staff recommends that the pipestem to Union Avenue NE near Lot 37 be improved for pedestrian access to the new Vashon Avenue NE. This would require revising the plat layout to include a minimum 10 foot wide pedestrian easement between Lots 37 and 38. It is further recommended that a minimum 6 foot sidewalk be constructed from Vashon Place NE to Union Avenue NE via this easement and pipestem. It is also recommended that the 16 foot pipestem portion be dedicated as public right-of-way. 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 registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. • 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs;4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over$200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Building Department Review 1. A demolition permit will be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. 3. Rockeries or retaining walls greater than 48"in height will require a separate building permit and shall have the following separate note included on the civil plan: "A licensed engineer with geotechnical expertise must be retained for proposed rockeries greater than four feet in height.The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material.Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A separate building permit will be required." Parks Department Review 1. Parks recommends a Park Mitigation Fee be paid, equal to$530.76 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes. Fire Prevention Department Review 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 structure. 2. Emergency access roadway is required to be a 20 foot wide paved roadway approved for fire equipment access. - The Vineyards Preliminary Plat _ .' • LUA-00-029,PP,ECF Advisory Notes(continued) Page 4 of 4 3. The Fire Prevention Department recommends a Fire Mitigation Fee be paid, equal to$488.00 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes, therefore the estimated Fire Mitigation Fee for the project will be$488.00 x 39 lots = $19,032.00. Property Services Department Review 1. [Comments provided to applicant under separate cover.] Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10(R-10). 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre(du/a)minimum and 10 du/a maximum,with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre), with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. 5. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1 story, or 15 feet in height. 6. Required setbacks in the R-10 Zone are 20 feet for front yards facing public streets developed prior to September 1, 1995; 10 foot front yard for a primary structure fronting public streets developed after September 1, 1995; 20 feet for attached garages which access from the front; 15 foot rear yard setbacks, unless the lot abuts a lot zoned RC, R-1, R-5, or R-8, in such cases, a 25 foot setback is required for all attached dwelling units (no attached units are proposed); side yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks are 5 feet. All setbacks are minimums. 7. All setback areas shall be landscaped, except driveways and walkways. 8. The maximum building coverage allowed in the R-10 Zone is 70 percent of the lot, and the maximum amount of impervious surface permitted is 75 percent of the total lot area. 10. The project proponent shall draft and record a maintenance agreement to establish a Homeowners' Association for the maintenance of all common improvements (access and utility easements, rights- of-way, and stormwater facilities, including Native Growth Protection Easements). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the preliminary plat. 11. Wetlands and wetland buffers will be designated as"Native Growth Protection Easement"areas. Vegetation in this easement shall not be disturbed or removed except for removal pursuant to an approved enhancement program, or when otherwise approved in advance by the City of Renton. f2 STAFF City of Renton REPORT Department of Planning/Building/Public Works (REVISED) ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: May 15, 2001. [This proposed project was initially reviewed by the Environmental Review Committee in April 2000 and subsequently placed on hold] Project Name: The Vineyards Preliminary Plat Applicant: Bob Wenzl Belmont Homes, Inc. P.O. Box 2401 Kirkland,WA 98083-2401 File Number: LUA00-029, PP, ECF Reviewing Planner: Elizabeth Higgins, AICP Project Description: Bob Wenzl of Belmont Homes, has proposed subdivision of a 318,728 sf(7.32 A) site into 42 lots suitable for detached, single family houses. Lots would range in size from 3,559 sf to 7,539 sf. The property is located on Union Avenue NE, between NE 5th Street and NE 7th Street. It is comprised of six tax parcels now under a single ownership. There are five single family residences that will be demolished. There are Class 2 and Class 3 wetlands and associated wetland buffers located on the site. No other sensitive areas are known to be on the property. The site is in a Residential 10 (R-10)zone, which requires between 7.0 and 10.0 dwelling units per net acre (du/a), and allows up to 13 du/a if all are detached units. Access would be from a new extension of a public street, NE 6th Street, which connects with Bremerton Avenue NE to the east. An emergency-only access would be available from Union Avenue NE. Approximately 12,000 cubic yards of fill will be imported for road subgrades and home construction. The project requires Environmental Review, Preliminary Plat approval, and administrative approval of a reduced public street right-of-way (from 50 to 42 feet wide). Project Location: The project is located in Northeast Renton, at 505 Union Avenue NE. Project Location Map ercrpr02 City of Renton PB/PW Department Enviro tal Review Committee Staff Report , THE VINEYARDS PRELIMINARY PLAT L UA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 2 of 8 Exist. Bldg. Area gsf: Five existing structures Proposed New Bldg. Area gsf: N/A would be demolished. Site Area: 318,728 sf(7.32 A) Total Building Area gsf: N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommend that the responsible officials make the following environmental determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The project shall comply with the requirements of the Level II Flow Control of the 1998 Kinq County Surface Water Design Manual for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. 2. Wetland buffers shall be delineated with a four foot (4) high split rail fence to be constructed prior recording of the final plat. 3. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. 4. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family residential lot created by the proposed plat. The fee is due prior to the recording of the plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family residential lot. The fee is due prior to the recording of the 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. Plan Review—Sanitary Sewer 1. There is an existing 8"sanitary sewer main in NE 6th Street east of the proposed plat. There is also an 8"sewer main in Union Ave NE south of the site. There is an 8"dry sewer, which is currently stubbed to the property at the northwest corner of the site. 2. An 8" sewer main extension will be required to serve the proposed new lots. The applicant has indicated, on the conceptual plan, an extension from Union Avenue NE to the proposed project. An extension to the property ercrpt02 City of Renton PB/PWDepartment Envirc ital Review Committee Staff Report , THE VINEYARDS PRELIMINARY PLAT LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 3 of 8 boundary east of Union Avenue NE and north of Tract 'B'will be required in order to provide service to properties to the north, whether fronting on Union Avenue NE or within the plat. 3. Separate side sewers will be required for each parcel (no dual side sewers). Side sewer lines must have a two percent(2%) slope. 4. Sewer Development Charges of$585 per new single family parcel will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 5. A Special Assessment is owed on this project. Approximately$9,429.84 plus interest is owed under the East Renton Interceptor District. This fee is payable with the construction permit. 6. Existing septic systems shall be abandoned in accordance with King County Health prior to recording of the plat. Plan Review—Water 1. There is an existing 12"water main in Union Avenue NE. There are also a 12"water main stubbed to the property in NE 6th Street and a 12"water main stubbed to the north property line. An 8"diameter stub is located in an easement to the southerly property line from NE 5th Street. 2. The proposed plat is located in the 565 water pressure zone. 3. The property is in Aquifer Protection Zone 2. 4. An 8"water main extension through the site will be required, as shown on the conceptual utility plan. 5. Fire hydrants will be required to current City standards within 300 feet of all proposed building sites for the new parcels. 6. The derated fire flow in the vicinity is modeled at a range of 2500 to 4500 gpm. 7. The fire flow requirement for single-family residences is 1,000 gpm. Extension of a water main and looping of the system is required on site. The utility plan submitted appears to have addressed this requirement. New hydrants are shown on the plan within the proposed development. 8. The site appears to have a well for domestic use. The applicant shall meet Department of Ecology requirements for proper abandonment of all such wells on site. After completion of abandonment,the City will require a copy of the DOE report by the applicant. 9. The static pressure is 70 psi. 10. Water System Development charges of$850.00 per new single family residence will be required for this plat. Credit is available for existing residences on the property to be demolished. This fee must be paid prior to issuance of the construction permit for the preliminary plat. Plan Review—Stormwater Drainage 1. The preferred method of storm discharge in this area is infiltration, if soils permit. 2. Surface Water System Development charges of$385 per new single family residence will be required for this plat. This fee must be paid prior to issuance of the construction permit for the Preliminary Plat. 3. Before any construction or development activity occurs, a pre-construction meeting must be held with the City of Renton Development Services Division, Construction Services (425-277-5570). 4. The City of Renton retains the right to restrict the timing of land clearing and tree cutting activities to specific dates and/or seasons when such restrictions may be necessary for the public health, safety, and welfare, or for the protection of the environment. 5. Applicant shall submit separate structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. Plan Review—Street Improvements 1. The new streets must be constructed to City standards, including new pavement, curbs, gutters, sidewalks, and street lighting. ercrpt02 City of Renton PB/PW Department Envire ita1 Review Committee Staff Report THE VINEYARDS PRELIMINARY PLAT LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 4 of 8 2. Sidewalks are required on both sides of the street within the development. 3. Pavement width shall be 32 feet. 4. The emergency access roadway to Union Avenue NE must be paved (not just gravel)to a minimum of twenty (20) feet in width. The easement must also allow for pedestrian use of this access roadway to Union Avenue NE. 5. The new street interior to the plat is proposed to be modified to 42 feet in right-of-way width. The Street Improvement Ordinance permits this modification, and is acceptable as proposed. Additional easements outside of this right-of-way will be required for street lights and fire hydrants. 6. All new electrical, phone, and cable services to the preliminary plat must be underground. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the plat. 7. Street signs and "No Parking"signs are required and shall be installed as part of this project. Street signage details should be shown on submitted construction plans. 8. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. The Transportation Mitigation Fee is due prior to the recording of the plat. Credit will be given for 3 existing residences. The total fee would be $27,992.25 (374 trips X$75.00). Plan Review—Site Layout 1. Staff recommends that the pipestem to Union Avenue NE near Lot 37 be improved for pedestrian access to the new Vashon Avenue NE. This would require revising the plat layout to include a minimum 10 foot wide pedestrian easement between Lots 37 and 38. It is further recommended that a minimum 6 foot sidewalk be constructed from Vashon Place NE to Union Avenue NE via this easement and pipestem. It is also recommended that the 16 foot pipestem portion be dedicated as public right-of-way. 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 registered Civil Engineer. 2. The construction permit application(s) must include an itemized cost estimate for these improvements. 3. The fee for review and inspection of these improvements is 5 percent of the first$100,000 of the estimated construction costs; 4 percent of anything over$100,000, but less than $200,000, and 3 percent of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. Building Department Review 1. A demolition permit will be required. 2. The recommendations of the geotechnical engineer and the geotechnical report dated October 19, 1999, shall be implemented regarding removal of fill material from the property, replacement structural fill, compaction, and foundations/footings. 3. Rockeries or retaining walls greater than 48" in height will require a separate building permit and shall have the following separate note included on the civil plan: "A licensed engineer with geotechnical expertise must be retained for proposed rockeries greater than four feet in height.The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material.Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project.A separate building permit will be required." Parks Department Review 1. Parks recommends a Park Mitigation Fee be paid, equal to$530.76 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes. Fire Prevention Department Review ercrpt02 City of Renton PB/PW Department Envira ,tal Review Committee Staff Report • THE VINEYARDS PRELIMINARY PLAT LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 5 of 8 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 structure. 2. Emergency access roadway is required to be a 20 foot wide paved roadway approved for fire equipment access. 3. The Fire Prevention Department recommends a Fire Mitigation Fee be paid, equal to $488.00 for each new single family lot, prior to recording the final plat. Credit can be received for 5 single family homes, therefore the estimated Fire Mitigation Fee for the project will be $488.00 x 39 lots= $19,032.00. Property Services Department Review 1. [Comments provided to applicant under separate cover.] Development Services Department Review 1. The site is designated Residential Options in the Comprehensive Plan. 2. The property is zoned Residential 10 (R-10). 3. Densities allowed in the R-10 Zone are 7.0 dwelling units per net acre (du/a) minimum and 10 du/a maximum, with a density bonus of an additional 3 du/a if all units in the project are detached. 4. Minimum lot size in the R-10 Zone is 3000 sf(when property being subdivided is larger than 0.5 acre),with minimum width of 30 for interior lots and 40 for corner lots. The minimum permitted lot depth is 55 feet. 5. Heights of buildings in the R-10 Zone are limited to 2 stories, or 30 feet. Accessory structures are limited to 1 story, or 15 feet in height. 6. Required setbacks in the R-10 Zone are 20 feet for front yards facing public streets developed prior to September 1, 1995; 10 foot front yard for a primary structure fronting public streets developed after September 1, 1995; 20 feet for attached garages which access from the front; 15 foot rear yard setbacks, unless the lot abuts a lot zoned RC, R-1, R-5, or R-8, in such cases, a 25 foot setback is required for all attached dwelling units (no attached units are proposed); side yard setbacks along the street of a corner lot is 10 feet, and 20 feet for attached garages which access from the side yard street; and interior lot sideyard setbacks are 5 feet. All setbacks are minimums. 7. All setback areas shall be landscaped, except driveways and walkways. 8. The maximum building coverage allowed in the R-10 Zone is 70 percent of the lot, and the maximum amount of impervious surface permitted is 75 percent of the total lot area. 10. The project proponent shall draft and record a maintenance agreement to establish a Homeowners'Association for the maintenance of all common improvements (access and utility easements, rights-of-way, and stormwater facilities, including Native Growth Protection Easements). A draft of the document shall be submitted to the City of Renton for review and approval by the City Attorney prior to the recording of the preliminary plat. 11. Wetlands and wetland buffers will be designated as"Native Growth Protection Easement" areas. Vegetation in this easement shall not be disturbed or removed except for removal pursuant to an approved enhancement program, or when otherwise approved in advance by the City of Renton. ercrpt02 City of Renton PB/PW Department Enviri, ',Ital Review Committee Staff Report THE VINEYARDS PRELIMINARY PLAT LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 6 of 8 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/Geology Impacts: The applicant has indicated that the project site has flat to rolling topography, with maximum 15% slopes. Approximately 12,000 cubic yards of fill will be required for road subgrades and building sites. The area of the proposed project drains into the Maplewood Creek Basin. Due to documented downstream flooding and erosion control problems, staff recommends a condition requiring that the project comply with the requirements for the Level II Flow Control of the 1998 King County Surface Water Design Manual for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. In addition,the applicant will be required to submit a Temporary Erosion and Sedimentation Control plan for the project. Certification of the installation, maintenance and proper removal of the erosion control facilities is required. Mitigation Measures: The project shall comply with the requirements of the Level II Flow Control of the 1998 King County Surface Water Design Manual for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. Nexus: Washington State Environmental Protection Act(SEPA) 2. Air Impacts: It is anticipated that some adverse air quality impacts would be associated with the site work, building construction phase of the project, and to a certain extent, with subsequent occupation of homes. Project development impacts include dust resulting from grading, exhaust from construction vehicles, and odors from roofing installation, and roadway paving. Dust would be controlled through the use of temporary erosion control measures and the sprinkling of the site as needed. Odor impacts are unavoidable and would be short-term in nature. Post development impacts include vehicle exhaust and the exhaust from heating. Vehicle and construction equipment exhaust, and exhaust from heating sources are controlled by state and federal regulations. No further site specific mitigation for the identified impacts from exhaust are required. Mitigation Measures: None required. Nexus: Not applicable 3. Water Impacts: Based on a wetland evaluation of the property by Terra Associates, Inc., dated December 13, 1999, there are two areas with wetland conditions on the site. Wetland 'A', consisting of"less than five acres", extends from the north property line in a southwesterly direction, entering the project site again near Union Avenue NE. The northern portion of this wetland has been classified as Class 3, requiring a 25-foot buffer. The southern portion of this wetland has been classified as Class 2 and would require a 50-foot buffer. These buffers have been indicated on the plan. Staff recommends, in order to protect wetlands and wetland buffers on individual lots, such buffers shall be delineated with a four foot (4') high split rail fence to be constructed prior to recording the plat. In addition, a Homeowners' Association,the establishment of which will be recommended by staff as a condition of the preliminary plat approval, must maintain the wetlands and their associated buffers,whether located on private property or not. Wetland and wetland buffer tracts will not be dedicated to the City of Renton. A second wetland is located in the southeast area of the project site, on Lots 4 through 8. It is a Class 3 wetland of approximately 3,920 sf(0.09 acre). Because it is smaller than 5,000 sf, it is exempt from regulation by the City of Renton. The applicant has proposed filling this wetland. ercrpt02 t _ City ofRenton PB/PWDepartment Enviro tal Review Committee Staff Report THE VINEYARDS PRELIMINARY PLAT LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 7 of 8 Mitigation Measures: Wetland buffers shall be delineated with a four foot(4') high split rail fence to be constructed prior recording of the final plat. Nexus: City of Renton Critical Areas Ordinance; SEPA 4. Transportation Impacts: It is estimated that the proposed project would generate approximately 9.57 new average daily trips (weekday) for each new single family residential lot. Forty-two parcels are proposed with credit given for 3 existing houses,therefore, an estimated 374 trips per day will be added to the transportation system. The City of Renton has adopted a Transportation Mitigation Fee to address the impacts to the City's transportation system caused by development, including this proposed project. The applicant would need to pay the appropriate Transportation Mitigation Fee of$75.00 per each new average daily trip attributable to the project. The fee is estimated to be $27,992.25, and is payable prior to the recording of the plat. The proposed plat would result in increased traffic trips on the local road system as a result of project construction and occupancy. Renton Municipal Code Section 4-18-3 requires applicants to provide haul route plans for approval by the Development Services Division prior to the issuance of a construction permit. Haul hours are also restricted by the Code, and may occur only between the hours of 8:30 am and 3:30 pm, Monday through Friday, unless approved in writing in advance by the Development Services Division. These requirements are intended to diminish impacts on the transportation system resulting from construction of a project. In addition,traffic control measures are required to be provided during construction. Mitigation Measures: The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 for each new average weekday trip attributable to the project. The estimated number of trips per day, per single family residence, is 9.57. The Transportation Mitigation Fee is due prior to the recording of the plat. Credit will be given for 3 single family residences. Nexus: Transportation Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance 5. Fire Protection Impacts: The proposal would result in the construction of 42 new single family residences. Future residents would potentially have the need for emergency services which would impact the City's Fire Department. Fire Prevention Bureau staff report that they can serve this development provided that the City Code required improvements are installed, appropriate fire access is provided, and Fire Mitigation Fees are paid. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is calculated on a per new lot basis. The current fee is$488.00 per single family lot. Although there are 42 new homes proposed, credit would be given for 3 existing houses,therefore the total Fire Mitigation Fee for the project would be $19,032.00 (39 X$488). Mitigation Measures: The applicant shall pay the Fire Mitigation Fee equal to $488.00 per new single family lot. The Fire Mitigation Fee shall be paid prior to the recording of the final plat. Nexus: Fire Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). 6. Parks and Recreation Impacts: Kiwanis Park, a City of Renton public park is located near the proposed project, on Union Avenue NE three blocks to the north. 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 home to address these potential impacts. Credit would be given for 3 existing houses. Therefore,the total Parks Mitigation Fee would be $20,699.64. ercrpt02 City of Renton PB/PW Department Enviro tal Review Committee Staff j Report , THE VINEYARDS PRELIMINARY PLAT - LUA00-029,PP,ECF REPORT AND DECISION OF MAY 15,2001 Page 8 of 8 Mitigation Measures: The applicant shall pay the Parks Mitigation Fee equal to $530.76 per new single family lot. The Parks Mitigation Fee shall be paid prior to the recording of the final plat. Nexus: Parks Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4- 6). 7. Land Use Impacts:The applicant has proposed subdividing a 318,728 sf(7.32 A) property into 42 lots. The site is located in the Residential 10 (R-10) Zone,which allows up to 10.00 dwelling units per net acre (du/a), or up to 13 du/a if all units are detached. There would be approximately 35,985 sf of public roads on the property. The applicant has proposed developing the land exclusively for the construction of single family, detached homes. The density of the proposed project would be The R-10 Zone has been established by the City of Renton for medium density residential development. It is designed to encourage residential areas with better use of common and private open space, greater privacy and more energy and resource efficient homes. The intent of this zone is to create new residential neighborhoods on larger parcels of land in a"traditional neighborhood"development style and to create high quality infill development that increases density while maintaining the single family character of the existing neighborhood. Mitigation Measures: None recommended. Nexus: Not applicable 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. X 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 June 4, 2001. 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 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. ercrpt02 NC. 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To.coux2-S cam. � -� �°' mnAclRaa 3 ....• ., a'CASE coSP 1L n -. mm Ura 60D ARO G OX PASND l 200.caPALTD,TO 0.0 • 770 SoeWAK o}oActm TDDH PEA wawa.mos Arm GGP.SP PAR KO m .•m1M6001 r Or 11/?/r W..MGM suoil DE cMnALDD TD lCc TYPICAL ROAD SECTION TAD C4c0 e.03 10+00 11.00 1x.m NTS VASHON AVE. N.E ��4 • ROADWAY AND DRAINAGE American Engl.., • Mann.,. . Sump', F 11 PROFILES Engineering 1044. • •4IL,',,',,. ,..., SHEET 8 of 7 C orporation `. lCD'2 3�,zlyN AEC #9838 _ OW,.,,,.81-700 ,.:,,.,,-„D, • I V 1 L..ma,.�DL A—N N N N A A ..m ..a �� THE VINEYARDS VISION 3-21-01® • — ik anN� CITY OF BELMONT!'.:...._C - a RENTON _, ® f a:_I P1 2ng/Botdng/PuNc Works Dep. TREE CUTTING/LAND CLEARING PLAN `7 NO. REVISION BY DATE APPR .� �'� MIL )•') it7D i gm i4 H m THE ORCHARDS DI V.1. :4- ., .,-„,__ ---,4- ,.,,,,— :—/ :nit g _— / / c b • • I /" Lam' ,i �,�.5"il. 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I • 'a0 r t 1 1I// I 1 .-c* 1I ,�0B.',\x 401004 I I g- $ ate; tlx-J a,/ 1 Jl $ Jya IAii, J •i:. _ `.: ."F 1 I II Nor8.1`m,sw°`ocr a_ a).nr y , y. a•rwnm II 0m .r,A I I i,"" — — D , o m ® _ NE 5th ST_ Z E � Pmz I I I — z r .n,,, Y D I> • • �• CITY ( I' RENTON Planning/Building/Public Works Department 7ere or Gregg Zimmerman P.E.,Administrator Superintendent's Office Renton School District #403 300 SW 7th Street Renton, WA 98055-2307 . Subject: The Vineyards Project No. LUA-00-029,PP,ECF The City of Renton Development Services Division has received an application for a Preliminary Plat to subdivide 7.32 acres of land into 42 lots suitable for single-family residential development. A Notice of Application is enclosed which gives you all pertinent information regarding this proposed project. 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. Would you. please fill in the appropriate schools on the..list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. 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 regarding this project, please contact me at (425) 430-7382. Sincerely, Elizabeth Higgins, AICP Senior Planner Encl. 1901c oO1 school/ ,kac 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer '+ ell . Proposed Mitigation Measures: 4 .. ) ,yrtY O 1. The applicant shag Install a silt fence along the do•wns lope perimeter of the area that Is to be disturbed.The silt (� .� fence shall be In place before clearing and grading Is Initiated,and shall be constructed in conformance with the p specifications presented in Section D.4.3,1 of the 1990 King County Surface Water Design Manual,Appendix D. This will be required during the construction of both off-site and an-site Improvements was well as building construction. �'N TC 2. Shallow drainage swales shall be constructed to Intercept surface water flow and route the flow away from the NOTICE OF APPLICATION construction area to a stabilized discharge point.Vegetation growth shall be established in the ditch by seeding or placing sad.Depending on site grades,It may be necessary to line the ditch with rock to protect the ditch from AND PROPOSED DETERMINATION OF NON- erosion and to reduce flow rates.The design and construction of drainage swales shall conform to the specifications presented In Section 4.4.1 of the 1990 SWDM.Temporary pipe systems can also be used to convey stonnwater SIGNIFICANCE-MITIGATED(DNS-M) , across the site.This will be required during the construction of both off-site and on-site improvements as well as building construction. 3. The project contractor shall perform daily review and maintenance of all erosion and sedimentation control measures at the site during the construction of both off-site and on-site Improvements as well as building construction. • DATE: April 18,2001 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change or revLAND USE NUMBER: LUA00-029,ECF,PP worksion to maintenance schedules or s inspector for the construction of the civil Impon rovements all be rofthe platitted o eertificaect 0onlaf the Installation, the public • maintenance end proper removal of the erosion control facilities shall be required prior to recording of the plat. APPLICATION NAME: The Vineyards / 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new average PROJECT DESCRIPTION: The applicant,Belmont Homes,proposes to subdivide 7.32 acres of land,by weekday trip attributable to the project,estimated to be 9.55 average weekday hips per new residence.The mean;of a Preliminary Plat,Into 42 lots suitable for single-family residential development. Five.(5)existing houses Transportation Mitigation Fee Is due prior to t ie recording of the plat. txald bo demolished,The project would be accessed from NE 6°1 Street,with emergency access available from Union 6. The applicant shell pay the appropriate Fire Mitigation Fee ate rate of$488.00 per each new single family residential Avenue NE.A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the site. An environmental review and public hearing are required lot created by the proposed plat.The fee is due prior to the recording of the plat. prior to approval of the request 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single family PROJECT LOCATION: 550 Union Avenue NE residential lot.The fee is due prior to the recoNing of the plat OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,Mj:As the Lead Agency,the City of I Renton has determined that significant environmental impacts am unlikely to result from the proposed project DDemmpms on er above application Sot th rally Way,a Renton to Ai98055,by 5:og,AICP,Senior 2001.Therefore,as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give Ls also l d for s publicbl hearing 1055 on June a 12, at 0:00,AM, ouncil h 5 b s,41 en May Floor,2,20 R.This matter notice that a DNS-M Is likely to be Issued.Comment periods for the project and the proposed DNS-M are integrated Into Hall,l 1 1055 S scheduled a W Rento I you ere 2eres aIs attending the Chambple,s e nta Renton m a single comment period.There will be no comment period following the Issuance of the Threshold Determination of v South Grady Way,2e2,to.n ure ere the heari g sotbeen rescheduled. ed.If contactm the cannot Development Non-Significance Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. Services Division,(425)the date 82,to ensure that the hearing has not hearing uled.If comments be submitted in writing by date indicated above,you may still appear at the hearin and present your comments on the PERMIT APPLICATION DATE: March 03,Rana 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. NOTICE OF COMPLETE APPLICATION: April 18,2001(Removal of 4/13/00 hold] APPLICANT: I Boo Weezl,Belmont Homes CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner,(425)430-7382 OWNER: Bob Wenzi,Belmont Homes Permits/Review Requested: 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FIIJ=IDENTIFICATION , eq Washington State Ho Environmental Policy Act(SEPA)Environmental _ Review,Hearing Examiner Preliminary Plat Approval - [[ Other Permits which may be required: Building Permits,Utility Construction Permits a 511 • ' 0'09 n ---la ill �•'Mir- ,�� 'fit • 'D�e bl NI _ r Requested Studies: Wetland Delineation and Report,Technical Information Report 1< W ti7�� _. 'S� l •- Location where application may pxti 99 ��- �,, m ". "" be reviewed: Planning/Building/public Works Division,Development Services Department, L. . I �- R-�i ;n> a"/•�{•°fl .t ,4" '.,vy:r 1 Renton City Hall,1055 South Grady Way,Renton,WA 98055 �31rx oar mr. ok�Ja�lks i-1i 11!{{d F'i 1l•'"<r°• 71Q '" o,.1 4.n.1 rrdliLf Tear-.c.1 PUBLIC HEARING: Pubic hearing scheduled for June 12,2001,before the Renton Hearing om.. • MA LIM., l_LIO aaAfia 1 I r�Dvrt iLrr4)Jr4A i. rut Examiner in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th^ a• arof. l .k �•� ,r2J LJ ,g M 0 I n J• Boar of the Renton City Hall located at 1055 Grady Way South. o Edi } N�y4.-- dlpr�.rr `ti y^s y gng6 41P" m m CONSISTENCY OVERVIEW: - �pp)yJP r7, cj 1 r m Z±3J� t - a 4' a,W ►rim,7S l FZ f .c Sal, J .1, Land Use: Single family residential and vacant land(existing);Residential 10 Zone j-'�a P�Cqf+� '�rr��2.�m ��1E•rrUmp �c!9+ypY1■yt■yNx3A;dy■^� /s �k li1t11E4 n pi •�v :ram .tar sk,t,�.jai ti M Environmental Documents that •II��mdln:,J �£.''1T(ken j•.yA ,n J(yptz,s S'dA�l)o•. .,<, ' Evaluate the Proposed Project: SEPA Environmental Checklist,Wetland Evaluation Report,Traffic Analysis, 't'»1erbdJ(m d fir. a atn iRYp3T4a'E f �' e �g� Preliminary Technical Information Report —•na��r o tab„ d•i!>lMAltr'e �YX'Y]kA'� kiT�•13.3`1wr�� �s�� q • j� ti- _ —: _ it ut�T]�TIIL'0'" .55'1 P^ C CF f a Development Regulations Used For Project Mitigation: State Environmental Policy Act(SEPA),City of Renton Municipal Code,King `• —^ G Y�t n i L County Surface Water Design Manual qml>W>K sizz� �• • j XF L i47.1ii 1E. 7 I�a • IMO cn tee5mp J� Jot u Try 7 +^^ a r �y wm� 1d. t■111�"1 arm: Ir1 inc.iFilin �airiiv➢IA�A 'mini '„ J'„yvct L , NOTICE OFAPPLCIATION 1 +'4IIp�,mi l['X1�� 1, ���r „nN bn2% i r �r-"'+< !3+''y CERTIFICATION I, A Vc t D.,_, C«,t u) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . r i i 1 e 2001 Signed: Ohsylee,„ ATTEST: Subcribed and sworn before me, a Nortary Public,in and for the State of Washington residing i l .2.„1y4 , on the /6 --i, day of cIYt& Iro,, . 1 MARILYN KAMCHEFF� 'r\OL . r t-r Y 5i PUBLIC STATE'OF WASHINGTON ' MARILYN ttAM EFF COMMISSION EXPIRES > Mk'APPOI 11 RENT EXPIRES:6-2943 41 JUNE 29, 2003 10 .- — .- r3- s` ig 4- I i I • I, 4/13/2001 CITY OF RENTON .."".."...""" DEVELOPMENT SERVICES DIVISION ••••••••••••••••••••••••••••••••••••••• • .x.:•••••••••••• •••••••••••••• ............................••••••••••••••••••••••••••••••••••••••,••••••••••••••••••••••••••••••••••••••••••••••• .......................... •••••••••••••••••••••••••••••••••••••••••:„.••:„.:•••••.•••••••......••••:•••••••:„.•••••••••••••••••••••••••:•,••••••••••• ••••••••••••••••••••••••• . LisrOPSURROUNOINGhPROPERTY:OWNERaii :iiii:. PROJECT NAME: The Vineyards APPLICATION NO: LUA00-029, PP, ECF The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER SEE ATTACHED LIST h." •,: I . . . . 3TAT,:?, j t..'rec-11 41.; • AEC #9838 (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification i Y-461i 'r4J , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: 0 Title Company Records CHERYL L. GIRARD Ki County Assessors Records STATE OF WASHINGTON —• NOTARY--•--PUBLIC Signed Date Ali` /f04411/13SION EXPIRES 11-09-03 (Applicant) NOTARY ATTE 1— : Subscribed and sworn be ore me, a Notary_�r blic, in and for the State of Washington, resid' g a on the `7' day of �N , 20Q ) Sign ( ary Public) ::.::.::...:::::::....:....:...........................................................***'� . :; ;.. .:,.:: ....:;:. ,.,,,.:..Marti: .:....::....::: .::.:•.;•::.:;::..:::..::::::.;::<::::. : ::�: � ::�.; :�::;::::;::>> ARi#YN:::� : :;: :;:: .......................... OFF:. . ........:::.:::::. :::::::•:.::c•�•�Trr-lc��fc�N:>+��:�v�A�i�.IN� ................................... L.� ..:....................... each:::listed::: r..o.:er#.> ... ::��: ��.�:::::. • • �tgnad«:��, `........�->....�...� ................................:.;;:.;;;:.;:.:<.;;::.;:mate;::.;:.....�............................�. ............:;;:.;:.;:.;:.;:..:;;;;.;:.:::.;;:.;:.::.;:.:<.;:.;: listprop.doc v REV 03/00 MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29-03 2 v BATCH NUMBER. . CC CU51i7PSER NAME • AMERICAN ENGINEER 04210C-0510-04 SIMkOVP MARCELA 8C9999 393C NE 6TH PL • RENTON WA 96C56 • • 04210C-0515-C9 JUNJEK kILLIAM 2 3NSC24 393E NE 6TH PL • RENTON WA 98055 04210C-0520-C2 . BUCKMASTER JOHN A 699599 • - 63C TACOMA AVE NE RENTON WA 98G56 • 04210C-0525-C7 COFFELL GARY L 7D9999 626 TACOMA AVE -NE RENTON WA 98056 042100-0530-00 HAUGAN RICHARD R 639999 620 TACOMA AVE NE RENTON kA 98056 • 04210C-0535-05 DONAHUE GERALDINE M 616 TACOMA AVE NE RENTON kA 98C56 • 0421C0-0540-08 . : JACCBSON GARY 'L+LINDA L 999999 612 TACOMA AVE NE RENTON WA • 98056 04210C-0545-03 MANION MIChAELENE M OD9999 60B TACOMA AVE NE RENTON WA 98C56 • 04210C-0550-05 BARRY C E+E D 035C24 , PO EOX 6132 BELLEVUE WA 98C09 • 04210C-0555-CG • ESCAMILLA SALVADOR 0404C0 ESCAMILLA FIDELIA (ADRIANNA 402C NE 6TH RENTON WA 98C59 ZEE JULIA E 26'9999 4122 NE 5Th ST ) RENTON kA 98056 880930-0090-C1 LEONG LINDA Y 975190 4126 NE 5Th ST SEATTLE wA 98059 88093C-0100-C9 SIMMONS VICTORIA V 03ZC10 4122 NE 5Th ST RENTON WA 98059 88093C-0110-C7 SINGER MAN MARLENE 669999 • 42CC NE 5Th ST RENTON IAA 98059 • 88093C-0120-05 THUERIAGER TREASA L 339599 4202 NE 5Th ST .• RENTON LA 96 059 88093C-0130-03 PRAzAL ANINASH J & SASHI 750804 2100 JONES FL SE RENTON kA 58055 . 880930-0140-C1 MCCLELLAND CAROL A 579999 4208 NE 5Th RENTON WA 98056 68093C-0150-C8 JOULE IRENE M 429959 4212 NE 5Th RENTON WA 98056 • 880930-0160-06 CRiLICkSHANKS FRAN JULIE 409999 4214 NE 5Th STREET RENTON WA 98059 88093C-C170-04 COMES ERIAN M+CHERYL A 899999 •4218 NE 5Th ST ::4218 RENION WA 98059 • 88093C-0180-02 • VAN WINI<LE RAYMOND J 819599 422C NE 5Th ST 4:4220 • RENTON WA 98059 86070C-C130-C1 ANDERSEN R ANNETTE 500527 • 4215 NE 5TH ST - REN,TU& kA 98059 880700-C140-G9 HAMADA ALAI\ N 819959 4217 NE 5Th ST RENTON kA 98059 • 88070C-0150-06 • CHAMBERS RhGNDA R 129999 4201 NE 5TH ST ,t4219 RENTON kA 98059 880700-0160-C4 SALGADO VICTOR N 679999 4221 NE 5Th ST • RENTON WA- 98059 • 88093C-OC10-C8 EURGY MARVIN C 9D9999 4102 NE 5Th 5T RENTON kA 98056 880930-0020-C6 RRIM:LANI KAYLEE 9D4418 4104 NE 5Th. ST • RENTON WA 98059 - 880530-CC30-04 I^OSKWA MARSHA £ MARVIN 3N1240 18622 SE 174TH WAY RENTON WA 98058 880930-0040-C2 • EGAN D1ANE L 64N0C1 411C NE 5Th • RENTON WA 98C59 88093C-CC50-G9 LUKIN JERRY N JR+ZECCHINO-L8N9999 4114 NE 5TH ST RENTON kA 98059 860930-0060-G7 TERFY LAUREL A 139959 4116 NE 5Th ST RENTON kA 98C59 - 88093G-0070-05 KEL FAMILY TRUST I 499999 15715 NE 18TH ::f5 • • BELLEVUE WA 98008 •QOV /UV—Uucu—UY GAMEA MAXINE N /` 03Z028 • 4105 NE 5Th ST RENTON kA 96059 88070C-0030-02 BRUNE CHRISTINA E 319599 4107 NE 5Th ST «a REN1GN WA 98059 880700-0040—CO • VITCLC TINA L 139999 4105 NE 5T'h 5T RENTON WA 98059 880700-0050-07 YANFf4URA GEORGE 209999 • - -4113 NE 5Th ST REN1ON WA 98059 880700-0060-05 AN➢ER SON NANCY 0 979999 4201 NE 5Th ST RENTON WA 98059 88070C-007C-03 NELSON ANTCNETTE E 609999 • 4117 NE 5Th RENTON WA 98057 880700-0080—C1 • SMITH LINDA MAE 690061 4119 NE 5Th ST REN1ON kA 98059 880700—CC90—C9 LINLNE JOhN J 982745 • 4201 NE 5Th ST • RENTON WA 98059 • 8807CC-0100-07 • NGUYEN JOIN CUONG 905018 4203 NE 5Th ST RENTON WA 98059 88070C-0110-05 ANDERSEN SARA A C09999 4205 AE 5Th ST RENTON kA 98059 • 88070C—C120-03 WAShINETON—HARVEY CAr(MELA M05 9999 4207 NE 5Th ST 44207 - • REN1ON WA 98059 COkEEN KELLY QuiNTUN 079599 55.5 AAPCCRTES CT NE :. .4 RENION kA 95059 683430-0520-04 MEYER ERADLEY A 039999 555 ANACORIES CT NE D104 • RENTON kA 98059 68343C-CS30-G2 • SMITH NARK D 009999 555 105 ANACORIES CT NE RENTON kA 98059 68343C-0540-00 LEONARD A CCUGLAS 009999 • • - 555 ANACGRTES CT NE D106 . RENTON kA 95059 • - 8805CC-0030-04 SAFEWAY INC STORE 1468 07C227 C/O CCN•PREHENSIVE PROP TAX 1371 CAKLAND IBLVD STE 200 WALNUT CREEK CA 94596 880540-CC10-CC DUNK KENDALL 059999 4021 NE 6Th CT • RENTON kA 98056 880540-0O20-08 WEAVER LANIEL L+HETTYI1AE M 670537 PG EOX 528E2 • BELLEVUE WA 98C15 88054C-0030-C6 ASSAREH ANDY MEHRAN 0N9999 • 2264 157TH PL SE BELLEVLE WA 98008 88054C-CC80-05 ASSAREH ABLLL MAJID 882014 ASSAREH. SUSAN NARIA 2264 1E7TH PL SE BELLEVLE WA 98008 88054C-0090-C3 W1LLIANSON KATHLEEN M 059999 4024 NE 6TH CT •• RENTON WA 98056 88070C-O0i0-C6 DC HIEN Q*FHUNG H TRAN 079999 4103 NE 5TH ST • RENTON WA 98059 ANDFEMS MICHAEL C+CARr/--,R 049599 4310 NE 5Th CT .1104 . • ) _. RENTON WA 98C58 68343C-0410-C7 SKELLEY GRANT 059999 6947 CCAL CREEK PKWY SE PM8 324 NEWCASTLE MA 98059 • 683430-0420-05 DONG ANNETTE 059999 3325 NE 17TH PL RENTON kA 98056 683430-C430-C3 HINTZE AAL1SA M 089599 561101 ANACCRTES CT NE RENTON MA . 98C59 683430-C440-C1 • GREGORY ELAINE MARIE 079599 561 ANACCRTES CT NE. v102 RENTON L i 98059 r:. 683430-0450-C8 RUMFAKIS MARK K 099999 561 W ANACCRTES CT NE Z103 RENTON WA 98059 - 683430-C46G-C6 DECARG LINA M 059999 561 ANACCRTES CT NE .1104 RENTON WA 98059 68343C-0470-C4 RANLECKER EIANE M 009559 561 ANACCRTES CT NE Z105 RENTON MA 98C59 68343C-0480-C2 PARKINSON JCNATNAN+MOLLIE 079999 4670 915T AVE SE MERCER ISLAND MA 98C40 683430-C49C-00 OLFkY JADES M 119999 555 ANACORTES CT NE 4,t101 RENTON MA 9.8059 683430-0500-08 KING CAROLYN L 039959 555 -1C2 ANACORTES CT NE • - RENTON MA 98059 • sod643L—LtyU—C1 KANALCS IVETTA 039999 431E NE 5Th CT 4105 • RENTON WA 98059 ' 8343G-0300—CO SCHIMIDT DONNA N 059999 4316 NE 5Th CT 4106 RENTON WA 98059 • 68343C-0310-08 • - JOhNSCN BRADLEY 069999 556 ANACORIES CT NE :101 RENT0t WA 98C59 683430-0320—C6 KEEFE JABGN 079999 • 556 ANACORTES CT NE :102 RENTON WA 98059 68343C—G330—C4 SNOOK ANNE E ET AL 009999 556 ANAC0R T ES CT NE . ;.103 RENTON WA 98059 68343C-0340-02 STAGNER DAVID N 079999 556 ANACORTES CT NE 4104 RENTON WA 98059 68343C—C350—C9 SEKIJ1A!A MEGAN A 082153 556 ANPCORTES CT NE APT 105 RENTON kA 98059 • 683430—C360—C7 ChRISTIE WENDY 1 039599 • 556 ANACOR-1E5 CT 1E 4106 • RENTON kA 98059 b8343C—C370—05 RIGLEhCCVER BARBARA S 059999 431C NE 5Th CT 4101 • RENTON WA 98059 - 68343C-0260—C3 • BANA51Y HGbARD V E PATRICIA075021 431C NE 5Th CT 4102 RENTON WA 98056 68343C-0390—C1 BINGHAMM: LILLIE BEATRICE 049999 431C NE 5Th CT 4103 RENTON WA 98059 007'fJU—UaiJU—UJ LOPES BARBARA K 049999 4319 1C6TH NE 5TH CT , RENTON LEA 98C59 683430-C190-03 WEBER CA.RL F+MARY E G29599 4325 NE 5TH CT ::101 RENTON WA 98C59 • 68343C-C200-C1 YOST MELANIE 119999 4325 NE 5TH CT :,102 RENTON WA 98C59 68343C-0210-C9 . SCHIMMEL PETER 111428 • - 4325 NE 5TH CT 4;103 RENTON WA 98C59 68343C-C220-C7 AUDETT LYNN' 040073 4325 NE 5TH CT APT -104 RENTON WA 98059 68343C-0230-05 ANDERSON RICK L 049999 4325 NE 5TH CT t105 RENTON WA 98C59 6834.3C-C240-C3 KOMET2 GEORGE J 049999 4325 NE 5TH CT 1;106 RENTON WA 98C59 68343C-C250-CO JOHNSON DANIEL C C59999 43161C1 NE 5TH CT RENTON WA 98C59 68343C-0260-C8 MATSUDAIRA GARRETT+AXTON Tk049559 16128 SE 146TH PL RENTON WA 98C59 68343C-0270-C6 SCHNEIDER JEFFREY J 049999 431E NE COURT :;103 RENTON WA 98058 68343C-C280-C4 EMORY MICHAEL L+HENRY L0RNA099999 4316 NE 5TH CT -4104 A2 • RENTON WA 98059 ooayau—iJL IU—Uo • PETERSEN KAREN L 039599 565 ANACORTES AVE NE 41 RENTON GA 98059 68343C-CC80-06 JARGSZ BERNICE 019999 565 ANACORTES AVE NE ;;102 • RENTON kA 96059 68343C-CC90-04 L1NLSAY DEENA M 029999 565 SE ANACORTES AVE NE x103 RENTON MA 98059 68343C-C100-02 M005BRLGGER DAVID L 089599 565 ANACORTES AVE NE 4:104 . RENTON kA 98059 68343C-0110-00 CARLSCN CORY D 009999 56510 5 ANACORTES •AVE NE RENTON WA 98059 683430-0120-08 ZHCNG LIN JIE 120585 565 ANACORTES AVE NE 4;106 RENTON WA 98059 68343C-0130-06 SHCLBERG ERIC M+LAUREL E 039999 4319 NE 5Th CT 4101-C1 RENTON WA 98059 68343C-C140-C4 LINL LCIS A 014610 • P G BOX 75C170 FAIRBANKS AK 99775 68343C-C150-C1 DUNCAN STEVEN L 049999 4319 NE 5Th CT V103 • RENTON WA 98059 683430-C160-09 TAKPSIIMA LORI E 089999 431S NE 5Th CT --104 RENTON WA 98059 683430-0170-07 HUGHES MATTHEW J+JULIE 049599 4315 NE 5Th CT ::105 RENTON kA 98059 s CIT V.J.-ti—V Gi.3V—V HEILBRUNN DAVID B 719999 4107 NE 7TH ST _ 1 RENTON WA 98059 64035C-CE40-05 KIPS TRAN+PHI HA+THANH QUACH702766 4101 7TH ST NE RENTON WA 98059 • • 640350-0650-02 • THE ORCHARLS MASTER ASSUC ON0583 BELL ANDERSON PROP MGM,NT CO P C BOX 5640 . KENT kA 98064 640351-0050-07 THC?A2IN KENT E 089599 . • - 4307 NE 7TH PL - RENTON WA 98059 640351-0CEO-CS DAVIS KEVIN E+LORI J 049999 4301 NE 7TH PL • . RENTON kA 98C59 • 683430-0010-C1 CLARK SUSAN M 029999 4322 NE 5Th CT 4101 • RENTON WA 98059 68343C-CC2C-09 BURGESS JAMES E ft LYN C20111 4322 NE 5TH CT 4B2-102 RENTON kA 9805,9 • 68343C-O030-07 BOGGS SCCTT+BUCHMAN LESLIE 049999 4322 NE 5TH CT 4103 RENTON kA 98C59 68343C-CC40-05 CARTER AUDREY E 014996 4322 NE 5TH CT 4104 • RENTON WA 98C59 • • 68343C-0050-C2 RESFON1E TINA M 029999 4322 NE 5TH CT 4105 • RENTON kA 98059 b8343C-0660-CO GOO EWIN LORRAINE M 039999 4322 NE 5Th: CT 4106 RENTON WA 98059 GOhZALE2 HECTOR E E Nt'.`"-.Y G774566 4114 1E 7Th. ST RENTON MA 98059 -:, 640350-0530-08 JENKS EARRIN J .729999 412C NE 7Th ST RENTON kA 98059 • 64035C-0540-C6 PCNh CLLCJMSAK THONG 912716 4126 NE 7Th ST RENTON WA 98059 64035C-0550-03 • LE KIhh LONG 8E2204 • • DINh ANTHONY • 4204• NE 7Th ST RENTON MA 98059 640350-0560-01 LAX ThACh VAN+HONG THI 1JGO 6N9999 421C NE 7Th ST RENTON kA 98059 64035 C-0 570-09 SUTTON EDMARD T 729999 4211 NE 7Th ST • RENTON MA 98059 64035C-0580-07 SHAhWAN SAN. A+SAFAA 8 609999 4211 NE 7Th ST RENTON MA 98059 • • 64035C-0590-05 CONNORS JAKES M+JOANNE 72AC11 4205 NE 7ThiST RENTON MA 98059 64035 C-0600-C3 KEARNS JOhN J III 079999 4125 7Th ST RENTON MA 96059 640350-C610-C1 SAhAGUN FRANCISCO J+PATRIC1029959 4115 NE 7Th ST RENTON WA 98059 64035C-0620-09 NGUYEN KIRK 071554 4113 NE 7Th ST RENTON WA 98059 6403tC—C4CU—(35 WEN WILLIAM C4HUI—JE 0N9999 4311 NE 7TH ST RENTON kA 98C59 64035C-0410-03 ZABACK RODNEY G 039999 4305 NE 7Th ST • RENTON kA 98059 • 64035C-0420-01 GRAEER TIMOTHY W 039999 4304 NE 7Th ST RENTON LsA 98059 - . 640350—C430-09 FISCHER MICJ-tAEL B KATRINA014910 431C NE 7Th ST • RENTON kA. 98059 64035C—C440-07 MCGRATh SHAWN t 679999 4316 NE 7Th ST RENTON kA 98059 64035C-0450-04 TU 20N FREDERICK P 699999 4322 A£ 7TH ST RENTON kA 98059 640350-0460—C2 BAL1IS ROGELIIJ C+LOLITA S 820114 4404 NE 7Th ST RENTON kA 98059 • - 6403SC—C470—CO • DINh KIP! NGAN ET AL 149999 441C NE 7TH ST RENTON kA 98059 - 64035C—C490-06 LUCKETT JENNIFER 989999 742 UNION AVE NE RENTON IAA 98059 • 640350—0500—C4 WILLIAMS COLLEEN L STERLINGOD06C7 4102 NE 7Th ST RENTON kA 98059 • 64035C—CEIC-02 HAREERT SCCTT C+DANA L 741584 410E NE 7Th ST RENTON kA 98059 64035C-C290-08 KOUACEUICH BRIAN R+BE'''"-`,K 722018 4308 NE 6TH PL - RENTON kA 98C59 640350-0300-06 • BUCNO LAM+ON A+CINDY R 019999 4314 NE 6Th PL RENTON kA 98059 64035C-0310-04 OHLSON JAMES K+VALJENE A 6N9999 4400 NE 6TH PL RENTON kA 98059 64035C-C320-C2 BUENAFE ROMAEL T ET AL 739999 ' 4212 NE 9Th CT • RENTON hA . 98059 64035C-0330-00 LE KHANH TAN 0D9999 651 BREMERTON AVE NE. RENTON kA 98059 64035C-0340-C8 NENIN KIT H 609959 657 BREMERTON AVE RENTON kA 98059 64035C-0350-05 SENATCRE MATTHEW R+DONNA R 771859 665 BREMERTCN AVE NE RENTON kA 98059 • 640350-C360-03 BUT TAR BALJINDER S+RASPHAL 025008 671 BREMERTON JIVE NE RENTON kA 98059 540350-0370-01 SULLIVAN TERRY t1+JUDITH A 6D9999 4405 NE 7Th ST • RENTON kA 98059 64035C-0380-C9 KAkASAKI CY Y 729999 4323 NE 7Th ST • RENTON kA 98059 64035C-0390-C7 DEFROCK MiCHAEL D+LISA A 049559 4311 NE 7Th ST RENTON kA 98C59 ShCkRI CYRCUS + SHAHN' , 080507 • 43C6 NE 6Th CT RENTON WA 98C59 64035C-0130—C2 TSE KAR WIMG+YEUNG LAN FONG689999 4312 NE 6Th CT RENTON WA 98059 , 64035C—C14C-00 PHAk TLJYEN K 0L19999 431e NE 6Th ST RENTON kA 98C59 64035C—C15C—C7 YEE KIN L+CHRISTINA M , 119959 - 4324 NE 6Th CT RENTON WA 98C59 • • 64035C—C220-03 BGEA JCHN R+ELISE R 66NC14 44C7 NE 6Th PL . RENTON WA 98C59 -- 64035C-0230-01 WONC RICKY+LESLEY 719599 44C1 NE 6Th PL RENTON WA 98C59 • 64035C—C240—C9 LACINES MELECIO B C LOLITA 773121 4321 NE 6Th PL RENTON WA 98059 - 64035C-0250-06 ROBINSON LARREN WAYNE+SUSAN719999 4315 NE 6Th PL • RENTON WA 98C59 64035C-0260—C4 SCHM.EACER LAVIC h+SUSAN S 609999 43C5 NE 6Th PL • RENTON WA 98C59 b4035C—C270—C2 ALI KhWAJA f4OHAMMED 072267 ALI YASkIN 4303 NE 6Th PL RENTON WA 98059 64035C—C280—CO • YUEN WAYNE4GRACE B 729999 4302 NE 6Th PL RtNTON WA 98C56 LENT hCkARE L+PETTY A - 939999 4231 NE STh ST fE 103 RENTON kA 98059 • 32597C-0260-02 KEATON TAA►I J 899999 4231 NE 5Th ST ;:E 201 RENTON kA 98059 • 325970-0270-CC RIChTER GAMY+KIk PHAUS KR157569559 4231 NE 5Th ST ;:E202 RENTON kA 98056 32597C-C280-08 'LAL XL CK HtjNG+FC3i( t9IU LING 499999 • - 4231 NE 5Th ST YE203 RENION WA 98059 • 640350-CCSO-C8 TRAM LINH MY 80A005 4331 NE 6TH CT RENTON kA 98059 64035C-CC60-C6 CHUNG PINH C+THUONG 'LE 679999 4325 NE 6TH CT RENTON kA 98059 64035C-0070-C4 WCNG TCNY 009999 431S NE 6Th CT RENTON kA 98059 640350-0080-02 SIPRASEUTH THONAS 139999 4313 NE 6Th CT • REKTON kA 98059 64035C-0C90-00 HASS STEVEN M+LESLIE HASS 67NA23 4307 NE 6Th CT RENTON kA 98059 - 640350-C100-C8 TANG CARY G 739999 4301 NE 6TH CT RENTON kA 98059 64035C-0110-C6 • VONGSA ECUNSY+LEUTH T 8N9999 43CC NE 6Th CT . RENTON WA 98059 ABBOTT PAMELA SUE 359999 4231 NE 5TH ST ':C-101'._ RENTON kA 98059 32597C-0150-CS HORNE E B 110238 PC E0X 78153 • SEATTLE kA 58178 • 325970-C160-03 BROMAN CECILY M 699599 4231 NE 5TH ST rC-202 RENTON kA 98059 32597C-C170-C1 BIAMONC SUSAN MARIE 8N9999 - 4231 NE: 5Th ST RENTON kA 98059 • 3259 7 G-0180-09 KEYES CHARLES R 989999 4231 NE 5Th ST 41)10.2 RENTON kA 98059 325970-0190-07 MIYAHARA TIMOTHY 819999 4231 NE 5TH ST 4D-103 RENTON kA 98059 325970-C200-05 RESCVSKY NANCY L 563617 4231 NE 5Th ST rB 201 • RENTON kA 98059 • 325970-C210-C3 NORESTCM JILL D 039999 4231 NE 5Th. ST 0 202 RENTON kA 98059 • 325970-0220-01 H0I51NGTON LIN-MARIE 579999 4231 NE 5Th ST :;D203 RENTON kA 98059 32597C-0230-09 HOFFMAN IRkIN k 810538 4231 NE 5TH ST ::E101 RENTON kA 98059 325970-0240-07 SHIMIZU AIKO HELEN 009999 4231 NE 5TH STREET - E-102 • - RENTON kA 98059 CARLI 5ANDRA 629999 • 4231 NE 5Th ST A103 RENTON IAA 96059 32597C-0C4C-C9 GEHRINC JANET E 769999 4231 NE 5TH ST ;:A201 RENTON WA 98059 • 32597C-CC50-C6 SCHM:EIChEL WILLIS h+CHARLEN629999 14311 148TH PL SE • RENTON WA 98059 325970-0060-04 MEDCALE CARLA L 699999 • - 4231 NE 5Th ST :: A203 • RENTON WA 98059 32597C-CC70-C2 BAKER ROi ERT & ANGIE 920967 4231 NE 5Th 5T rB-1•01 RENTON WA 98059 32597C-CC80-CO LOWY ROBERT 0 929999 4231 NE 5TH ST xE 102 • RENTON WA 98059 325970-CC90-C8 • SH1CNC KEIKO 411713 4231 NE 5TH STD ::B-103 RENTON WA 98056 • - 32597C CIC0-C6 ROMC JAMES A 849599 4231 NE 5Th ST ::B-201 • RENTON kA 98059 32597C-C110-C4 LEWIS AANCY A 3N0709 4231 NE 5Th ST «f3-2C2 RENTON kA 98C59 32597C-C120-C2 SALCMON TAMARA L 639999 4231 NE 5Th ST RENTON WA 98056 32597C-0130-CO LUBkERS GLCRIA M 091783 4231 NE 5Th ST APT C-101 RENTON WA 96059 JEFFREY ELLA 040056 • 658 UNION AVE NE RENTON kA 98059 10230E-9284-C4 WRIGHT NATHANIEL/JR 352544 658 UNION AVE NE RENTON WA 98056 10230E-5285-03 WRIGHT NATHANIEL JR+WILLIE 160832 658 UNION AVE NE RENTON WA 98056 • 10230E-9286-C2 WRIGHT NATHANIEL JR+WILLIE 93331E • - 658 UNION AVE NE RENTON kA 96056 • 102305-5309-05 PETERSEN JOHN E JR 099999 748 VASHON FL NE RENTON kA 98059 • 102305-9345-C1 DAUGHEFTY GREGORY WAYNE 709999 12201 148TH AVE SE RENTON kA 96059 102305-9411-00 TOKARSYCK JAMES+JUDITH 599999 1203 FIERCE FL NE RENTON WA 98056 102305-5421-08 PETERSEN JOHN E JR 850367 PETERSEN LORRAINE N 748 VASHON FL NE RENTON kA 98059 • 102305-9422-07 JACKSON BRIAN M+JACQUELINE 889599 755 VASHON FL NE RENT0N WA 98056 32597C-CC10-05 • MCLENECN TEE & GERRY 401969 575C -A.TTERHORN PL NW ISSAQUAH WA 98027 32557C-0O20-03 KEYES CHRISTINE A 189999 4231 NE 5Th ST tA102 •_ . RENTON WA 98056 • VISION HOUSE 860598 • PO BOX 2951 RENTON WA 98056 092305-9211-05 SLANIGAN LAVELLE+KENNETH 799999 559 UNION AVE NE • RENTON MA 96056 • • 092305-9212-04 • ELONZO MINSTON SR 831631 4011 NE 6TH ST RENTON MA 98055 092305-9214-02 DUES JAMES FRED+DUNNA JEAN5N9999 537 UNION AVE NE • . . 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CITY L:F RENTON IL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 18, 2001 Ms. Cheryl Girard, PE American Engineering Corporation 4032—148th Avenue NE Redmond, WA 98052 SUBJECT: The Vineyards LUA00-029, ECF, PP Dear Ms. Girard: The Development Planning Section of the City.of Renton has determined that the additional information and revisions requested by staff have been submitted so that the"hold" may be removed from the subject application. Review of the project will be reinitiated, with a new Notification of Application. It is tentatively scheduled for consideration.by the Environmental Review Committee on May 15, 2001. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, June 12;2001, at 9:00 a.m.,.has been:set for a public hearing to review the above- referenced matter. The hearing, before Mr. Fred,Kaufman Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City-Hall, 1055.S.outh Grady Way, Renton, WA. The applicant or representative(s) of the applicant is required to'be present at the public hearing. Please contact me, at(425) 430-7382, if you have any questions. Sincerely, Elizabeth Higgins, AICP Senior Planner cc: Belmont Homes, Inc./Owners 19O1cOO1. 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer "`1:C.e}l0 O V CITY 1 _ _F RENTON ..LL ' Planning/Building/Public Works Department F/! Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April5,2001 Q4 Cheryl Girard American Engineering Corporation S/e, 4032_ 148t Avenue NE. Redmond,WA 98052 . Re: The Vineyards,LUA00-029,PP,ECF • . Dear Ms.Girard We received the resubmittal materials for the Vineyards project and have reviewed them for completeness.As I mentioned to Mr:Wenzl in a telephone conversation earlier this week,we will need to"renotify"the public that the project has been proposed due to the period of time since the - last notification. This will require submittal of two(2) sets of self-adhesive, current,mailing , labels including the name and mailing address for::each property within 300' of the property boundaries: Also provide two(2)copies.of a°signed,notarized City of Renton Development Services Division"List of Surrounding Property Owners"form`(included herewith). The City of : Renton will provide envelopes and,postage:. - • • This is needed prior to deeming the project complete,because that action initiates the notification period. Therefore,please submit the labels as soon as;:possible: . In addition,to expedite the review ofAlu_ s`projects please4provide.the,following: • Completed Density Worksheet(form includedherewith) • Wetlands,but not:wetland buffers, shouldm be excluded fro the:gross site area for calculation of density purposes. • All public streets and private streets(serving:three Or more lots) should be excluded from the gross site area for calculation of density purposes. . • Provide site data including table of individual lot sizes,total area in roads,tracts, • . wetlands,etc. • Delineate wetlands within twenty-five feet(25')of property boundary, off-site. We are aware that Mr.Wenzl anxious to proceed with-the review of this project and we will endeavor to deem the project complete as soon as the labels are received,with the understanding that the other information will be forthcoming in a timely manner: If you have any questions,please contact me at 425-430-7382. Sincerely Elizabeth Higgins,AICP Senior Planner . Copy: Mr.Bob Wenzl(letter only) 1901001 1055 South// �� Grady Way-Renton,Washington 98055 _ "x;• ' [Z7 Thie near rnntainc.rf1.ranvnlnri malarial 911%newt rnnci imnr Elizabeth Higgins- RE:_Project Number/Name ! UA-00-029,PP,ECF/The Vineyards _.-- Page 1 From: "Sue Schmenger" <davesch9@home.com> To: "Elizabeth Higgins" <Ehiggins@ci.renton.wa.us> Date: 1/19/01 4:37PM Subject: RE: Project Number/Name: LUA-00-029,PP,ECF/The Vineyards Thank you Elizabeth, your e-mail was very informative and helpful. Yes, please add my name to the mailing list to make me a"party of record"fo this project. Thanks very much Susan Schmenger 4309 NE 6th Place Renton,WA 98059 Original Message From: Elizabeth Higgins [mailto:Ehiggins@ci.renton.wa.us] Sent: Friday, January 19, 2001 3:46 PM To: davesch9@home.com Subject: Re: Project Number/Name: LUA-00-029,PP,ECF/The Vineyards The Vinyards project has not been approved and therefore can not start construction until after it is approved, if it is approved. The project has been "on hold"since April 13, 2000, due to lack of a few necessary items. I spoke with the project applicant this week, however, and he intends to submit the requested items and start the project review again by about mid-February. Approximately 2.5 weeks after that submittal, the project would be reviewed by the City of Renton Environmental Review Committee. Following their determination on mitigation of environmental concerns, there would be a 2 week appeal period of that decision. The next step would be a public meeting before the City of Renton Hearing Examiner. The Hearing Examiner would have to recommend approval in order for the project to go forward. Following the decision by the HEX (about three weeks after the meeting) there would be another two week appeal period of the HEX decisiion. Then the recommendation of the HEX would have to be approved by the City Council. If it is approved we then start to review the final design for the engineering of the street and utility construction, then those things must be installed or built. After that construction is approved, the building permits must be obtained and then house construction can begin. As you can see, I can't answer your question. Did you have another question that I might have better luck with? If you provide your address we can make you a"Party of Record"for the project so you receive mailings regarding meeting dates, decisions, etc. Thank you for your interest in the City of Renton. Elizabeth Higgins, AICP Senior Planner Q —:� CITY )F RENTON 7 ;,� f i Planning/Building/Public Works Department " Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • May 3,2000 Paul and Ruth Brandal 1309,Sunnyside Boulevard Everett,WA 98205 Subject: Vineyards Preliminary Plat (Gv-11 - & 'oZ9 Dear Mr.and Ms. Brandal, We have received your letter dated April 25th regarding your concerns with the proposed Vineyards Preliminary Plat. Your property abuts the proposed development site, with frontage along Union Av NE. After reviewing your comments, we have determined that the staff recommendation to the Hearing Examiner will remain unchanged. Staff recommendations include changing the proposed intersection of NE 6th Street and "Vineyard Place" for improved traffic safety, but we cannot support your other requests for revisions to the sewer, drainage and street extensions. Your letter listed your requests to modify the project as follows: (1)provide sewer service to your property from NE 6th St(east of the Vineyard Plat), (2)require shared drainage improvements for your property and the proposed development, (3) transfer of ownership of the 16 foot side pipestem north of your property,and(4) requiring roadway access from the project to Union Ave NE. We do not support these proposed modifications to the preliminary plat. Sewer service to your property will be from the existing manhole south of your site at the intersection of Union Av NE and NE 5th St. The invert elevation of this manhole is almost 15 feet lower than the manhole east of the Vineyard project in NE 6th St. Development of the Vineyards Plat will require extension of the sewer along Union Av NE from NE 5th St to approximately NE 6th St. The sewer will then be extended east through an easement to the southwest corner of the preliminary plat, and then routed through the plat to the northeast corner of the site, within the new streets. Future development of your property will require continuing the sewer main along Union Av NE to your property. This will provide the lowest possible invert elevations for serving your future site development. There are no City requirements for requiring a preliminary plat to provide additional drainage facilities to serve the future development of adjacent properties. Future development of your property will require detention and water quality treatment provisions in compliance with the drainage regulations in place at the time of development. These facilities are to maintained by the property owner or home owners association per City of Renton policies. The City cannot require the developer of this project to transfer ownership of a portion of his property to an adjacent property owner. It is our recommendation that this 16 foot wide pipestem be improved with a pedestrian walkway to allow for additional pedestrian circulation in the neighborhood. The Vineyard Preliminary Plat has no frontage on Union Av NE, with the exception of the 16 foot wide pip estem. The project developer is therefore unable to complete a road connection to Union Av NE. Please note that the NE 6th Place referenced on your sketches is not public right- 1055 South Grady Way=Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer Legal Description of the Special Assessment District for the City of Renton—East Renton Interceptor Page 3 of 3 between the South line of the NE 3rd Street and the Northeasterly margin of SR 405. Section 21, Township 23N, Range 5E W.M. All that portion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the.East line of the Plat of Maplewood Division No. 2 as recorded in the Book of € Plats, volume 39, page 39, Records of King County,Washington. Section 22, Township 23N, Range SSE W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as i follows: All of the Northwest 1/4 of the Northeast IA of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats, CO C} volume 78, pages 1 through 4, Records of King County,Washington. f t Together with the North 227,11 feet of the West 97.02 of the Northeast IA of the s Cat Northeast'A of said Section 22. f C0 1 O • CD Cr) ' S I i d i . Y Ye e 1 , i p e N. 3 ! t 1@@ t P:wA7wtRuatsrA4merRt'vLSEOSADLEGALcSoo , j]7 —/ • •. . . CITY'' _34F RENTON Planning/Building/Public Works Department �•Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 13,2000 Mr. Bob Wenzl • Belmont Homes,Inc. P.O. Box 2401 Kirkland,WA 98083-2401 Re: The Vineyards, LUA00-029,PP,ECF Hold Letter Dear Mr.Wenzel On Tuesday of this week,The Vineyards project went before the Environmental Review Committee(ERC)for a State Environmental Policy Act(SEPA)Threshold Determination. The ERC deferred making a decision pending the receipt of additional information as outlined in this letter. Until this information is received,and accepted as adequate,the project is on hold as of the date of this letter. 1. The ERC is concerned about sight distance at the new street intersection in the vicinity of Lots 1, 19,and 22. This intersection layout will need to be revised, or you will need to provide an explanation and details that demonstrate the intersection functions in a safe manner. Enclosed you will find a sketch suggesting a possible proposed revision. The proposed private street to Lot 21 could be moved away from this intersection and made to enter Lot 21 between Lots 16 and 17. The new extension of NE 6th Street from east of the site could follow a defined curve to Vashon Avenue NE*to the north portion of the plat. The street serving the south portion of the plat should connect to this street at a well-defined intersection,preferably with curb bulbs narrowing the street to 24 feet in width at the intersection. This southerly street section will be controlled with a stop sign at this location. " Either provide a revised siteplan with a realigned intersection as described herein or a rationale for the design as proposed with verification of safety factors. 2. The ERC also requested additional information about the rock wall that in located on three sides of the King property. What is the height of this wall? There is a concern that it will create a sight distance obstacle for traffic on Vashon Avenue NE and NE 6`h Street. In • addition,will the construction of this wall impede access to the King property? Since their access appears to be from NE 6th Street(extended)at the present time, staff would like to know what accommodation is planned for adjusting the access to their property. Please provide a cross section including the wall and street demonstrating that this wall will not have a negative impact on sight distance and show how the King property will be accessed. 3. On a similar subject. Neither the existing conditions plan,nor the site plan seem to show the easements that have been recorded against parcels A, B, C,D,E,or F. In particular,there is a 30 road easement on the west side of Parcel B. Who benefits from this easement and can it be extinguished? Do the various encroachments of fences on other parcels cast doubt on the location of the property lines for this project? Please show the easements on the site plan and clarify their impact if any on the proposed project and surrounding properties. 1055 South Grady Way-Renton,Washington 98055 anx.-. . . ---. . . . . . Mr. Bob Wenzl ` Belmont Homes,Inc. The Vineyards,LUA00-029,PP,ECF Hold Letter - April 13,2000 Page 2 4. The most critical issue maybe related to your effort to obtain title to two strips of land near NE 6th Street. Please let us know if you have obtained title to the strip of land that will form a portion of NE 6th Street. The Hearing Examiner public meeting,previously scheduled for May 9,2000,but now postponed,will have to be scheduled after you have title to this strip of land,regardless of when you receive the SEPA decision. 5. ..In order that it be included in the Preliminary Report the Hearing Examiner,please provide the following information: 1. A summary of all lot sizes. 2. The total area in public roads 3. Verification of project size(305,479 sf or 312,888 sf) I will be out of town from April 14th to April 24th. If you have any questions during this time, please call Jennifer Toth Henning at 425-430-7486. In order to be on the Environmental Review Committee's agenda for April 25th you will need to get items l..and 2 to Jennifer by April 19th. Items 3 through 5 will be required prior to scheduling the Hearing Examiner date. Sincerely Elizabeth Higgins,AICP Senior Planner Copy: Cheryl Girard Jennifer Toth Henning *The City of Renton will assign street names that conform to city standards. The names"Vineyard Court" and"Vineyard Place"do not conform to the City street,names pattern. The east/west street will probably be named NE 6th Street and the north/south street will probably be named Vashon Avenue NE. You may contact Jan Conklin,at(425)430-7276,for verification of street names. Rn ;`'.r,. wl.C'rY':.'F� _ JV't EXIST. SSMH #1 TOP=409.7 1 II • FLOINLINE E-W IE=401.5 :.;I �j 1 I, I E..y f is colrw, • '' j1Z1 •• W .... w 10 . _SE TWO AREAS OF LAND E IS CLEAR. PROJECT I 11 1 ETIE XIST.E 1128' DIWATT INTO ) S TIME. THE MINIMUM ilkINSTALL 8' GI ATE VALVE )TS 22 THROUGH 28. :A EACH LOT (22-28) 4 •' .EAR TITLE TO SUBJECT AREA. 111 ' ' Ir" Aa N0016'39'W 'II '299. j 1 �ii .._ ; I � '1 I 2 : I _ r ~ i r'I ( illCB #5 STA:2+37.31I 4 I 23 I 22 �� L-2o.s1 ICB , S L.......<___L+......, STA:1+40 =• — N lbs.....____‘!"\-. ...' 5:g91* •3+°° 1 -,-.1 r isle.' I / i --1.11r -1-------..._ , -I-I--- - 2+42 o- i . /gilt c. #7 a° `, STA:1+12.88 L f 4.6 F VP r. • STA:2+5255 R 18.3 ' (VC) ooVIIIIIIPIIIILm i s 1 9 Iit N oo-I s'3s' w 10 .07 II CB #G ' 18 • Iii I 1 I STA:1+31.47 I CB #8 . L-44.17' STA: - 90.36 ij 4.64' ,.. .... -fir ,ri I ------- -�' I I 3 1 I I i � I 20 1 17 [ s >' I 1� Z I + � Iin v a• ----- , I.I V1III III 16 �u► -w 21 M -; ' 46 (� � CB #11 ▪ ` I ' STA:5+19.43 III Z----------- R-14.64' --go -...• / b" 4 3 MINARX STORM,`ORAIN� ,", y,. �.� .„ . '. , , ULT= ,, ,y::�. i iia'= ±-. ,•:<'.�. .. TRACT "B" +, American Engineering Corporation 9 Engineers • Planners • Surveyors March 29, 2001 AEC #9838 ,,Jr ZiC,eae`Jea City of Renton Planning Department NPR 11 1 l 1055 South Grady Way �� Renton, WA 98055 P�EC Attention: Elizabeth Higgins, AICP - Senior Planner Subject: Resubmittal of the revised preliminary plat of"The Vineyards" LUA00-029, PP, ECF Dear Elizabeth, On behalf of Belmont Homes, Inc, American Engineering Corporation respectfully submits the following revised documents for City of Renton review and consideration: 12 copies revised Master Application 12 sets revised preliminary project drawings (7 sheets) 12 sets revised preliminary plat maps (3 sheets) 12 copies revised SEPA checklist 12 copies revised Project Narrative 12 copies revised Construction Mitigation Description 5 copies current Plat Certificate with all backup documentation 12 copies of land use summary sheets (2 pages) 4 copies revised drainage report 1 copy revised colored site plan 1 set revised reduced PMT's (7 sheets) 1 copy City of Renton comment letter dated April 13, 2000 The plans and other project documents have been prepared in response to comments made in the City of Renton letter date April 13, 2000. The items in the letter have been addressed as follows: 1. The site plan has been revised to include a T style intersection near project entrance. 2. The rock walls identified on the plans have been labeled with rockery heights. Belmont Homes, Inc has communicated with Mr. King about the proposed grading and site plan configuration. It is our understanding that Mr. King does not take exception to the proposal as currently shown on the plans. 4032 148th Ave. N.E. Redmond,WA 98052 (425)881-7430 Fax(425)881-7731 American Enc gyring Corporation Engineers • Planners • Surveyors 3. Mead Gilman is the professional Land Surveying consultant for this project. Mead Gilman has confirmed the boundary information shown on the plans. There are no longer any easements of significance to be shown on the plans. 4. Belmont Homes, Inc. initiated and finally completed the process of extinguishing or actually gaining title to the 30 foot road easement along the east property line and the 15 foot easement that previously existed between parcels A and C. Please refer to the current plat certificate. 5. A land use summary identifying all lot sizes, total area in public roads, and total project size has been provided in the documents submitted with this letter. This concludes the response letter. Please review the information submitted and schedule various departmental reviews as needed. We look forward to SEPA determination and a Hearing Examiners decision. Please keeps us updated as to the project review/approval status. Thank you for your patience while the above issues were being sorted out. Sincerely, ERICAN ENG NEERING CORPORATION Cheryl irard, P.E., Project Manager Cc: Belmont Homes,Inc. Bob Wenzl On Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North P.O. Box 330310 Sid Morrison Seattle,WA 98133 9710 Secretary of Transportation (206)440-4000 March 24, 2000 oG �4O Eilizabeth Higgins °R`04,, City of Renton • '/Ils� ���o Development Services Division .4 P cb d 1055 S Grady Way Renton, WA 98055-3232 RE: SR 405, MP 4.54, CS 1743 The Vineyards, LUA00-029,PP, ECF Dear Ms. Higgins: Thank you for giving us the opportunity to review the Notice of Application for the Thy Vineyards, which is located at 550 Union Avenue NE in Renton. We have reviewed the subject document and have no comments. The project will not have significant impact on the state highway system. If you have any questions,please call John Collins at(206) 440-4915. Sincerely, Craig J. Stone, P.E. Area Administrator- South King CJS:jc JTC cc: file CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: April 26,2001 TO: Elizabeth Higgins FROM: Sonja J. Fesser '- SUBJECT: The Vineyards,LUA-00-029,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced long plat submittal and have the following comments: Comments for the Applicant: In our first review memo for this proposed plat, dated March 28,2000,we stated that ownership of the 15' and 30' strips of land, excepted from conveying documents for tax parcels 1023059237, - 1023059061 and 1023059235,was unclear. The applicant noted on the drawing submittal that he was seeking title to said strips and would include them in the project when title was clear. The current submittal includes a Quit Claim Deed document from Ruth and Paul Brandal to Belmont Homes,Inc.recorded under Recording No. 20001113001463 for the subject strips of land. However it is not clear, from the records provided,when, or even if,the Brandals acquired title to said strips of land. The records do show that the legal description for the Brandal property(as noted in the access agreement document)excludes the subject 15' strip;which probably reflects the legal description contained within their acquisition documents. A quiet title action would best serve to remove any encumbrances from the properties at issue. It should be noted that Tax Parcel No. 1023059236 may also enjoy rights associated with the subject roads similar to those quit claimed by the Brandals' to Belmont Homes. Information needed for final plat approval includes the following(previously noted in our March 20, 2000 memo): Note the City of Renton land use action number and land record number,LUA-XX-XXXX-FP and LND-10-0351,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: Please note that'the land use action number for the final plat will be different from the preliminary plat and is unknown until such time as final plat application is made. \H:\FILE.SYS\LND\10\03 51\RV 010423.do c April 23,2001 Page 2 Tie to the City of Renton Survey Control Network. The geometry will be checked when the ties are provided. Show the plat boundary line as solid. Provide plat and lot closure calculations. Complete City of Renton Monument Cards,with reference points for all new right-of-way monuments set as part of the part. Note all easements, agreements and covenants of record on the drawing. Remove Item No. 3 from the"NOTES"block on Sheet 1 of 3. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots after approval of the preliminary plat. The addresses and street names will need to be noted on the drawing. On the final plat submittal, remove all references to topog lines,trees and other items not directly impacting the subdivision. These items should be provided only for preliminary plat approval. Indicate what is set at the corners of the new lots. Note if the adjoining properties are platted(give plat name and lot number) or unplatted. The"DEDICATION"block on Sheet 1 of 3 refers to"short subdivided"land. Change as necessary to refer to a long plat. Required City of Renton signatures (for plat approval) includes the Administrator of Planning/Building/Public Works,the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. All owners of record need to sign the plat document. Provide notary blocks as necessary. Change all references to the year(on all drawing sheets)from"19_"to 20_. An updated plat certificate will be required(dated within 45 days of Council approval of the final plat). Because the subject properties fall within Zone 2 of the Aquifer Protection Area,note the Aquifer Protection Notice on the drawing. See the attachment. Note that if there are restrictive covenants, easements or agreements to others as part of this subdivision,they can be recorded concurrently with the plat. The plat drawing and the associated document(s)are to be given to the Project Manager as a package. The plat shall have the first recording number. The recording number(s)for the associated document(s)will be referenced on the plat in the appropriate locations. April 23,2001 Page 3 Comments for the Project Manager: Note the first two paragraphs to the Applicant at the beginning of this memo. Fee Review Comments: The Fee Review Sheet for this review of the revised preliminary plat is provided for your use and information. AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S 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 �VVAT�E TCA�BLE AND GROUND SURFACE.SURFACE. THERE IS NO NATURAL BARRIER BETWEEN EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WS TTHE H MEOWNEROMREOS ONSIBII.ITYT O GROUND SURFACE. IT PROTECT THE CITY'S DRINKING WATER. /� PROPERTY ',VICES FEE REVIEW FOR SUBDI` DNS No.F2(k00-:o,t5` . 13LMo4L2r i-k,i,.t APPLICANT: W_F-LI=I ) Alan 3311M.54L. 1-cUM.14=‘ Awn-, r.Wl W,4t- RECEIVED FROM (date) JOB ADDRESS: 55cz UF.11ck1 LLYt= 1..1 " ,WO# 778G0 NATURE OF WORK: Lcir LO4 -PLAT (-i--i -�(A V1L1, t=ii::, o S) LND# to- 35I K PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MORE INFORMATION: 0 LEGAL DESCRIPTION ' SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES ❑ SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID#1OZ905 a237'-9 b5��$( NEW KING CO.TAX ACCT.#(s)are required when -4i'97,-9071, assigned by King County. — 9e35 • It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. ❑ The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER Latecomer Agreement(pvt)WASTEWATER -C)- Latecomer Agreement(pvt)OTHER -0- Special Assessment District/WATER 7��/giYQ . - t' 1.1 1 Fa Coo . $224.52 X ULLITS 1- � =945gg; s Special Assessment District/WASTEWATER _ Ia,t - • ` ' -1- Ii3[' Joint Use Agreement(METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS I I I SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. �,,,;, ,,r) 1 + * ,Single family residential$850/unit x 4 -3.4-,41360-0242•_ Mobile home dwelling unit$680/unit in park s3a> Apartment,Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq.ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd 4111.-, M 1 Single family residential$585/unit x • 2}- , Mobile home dwelling unit$468/unit x Apartment,Condo$350/unit not in CD or COR zones x CommerciaUIndustrial$0.078/sq.ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd 9I°Fo.,rai„�O; i Single family residential and mobile home dwelling unit$385/unit x 44, ,.,..) $ A=ed> All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) C111(r`��rC/I� PRELIMINARY TOTAL $ I. Signature Revieng Authority ATE ` °�' 74 11q, a �,o K;o; ❑ *If subject property is within an LID, it is developers responsibility to check with the Finance Dept.for paid/un-paid status. : ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. m ,S, ❑ Current City SDC fee charges apply to Fi,, (ji m ci-r �1t I�R a 5) lam- - E r.�l"Y111—Y �.v l�t=t 1 c-+—� 0 0 c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord. Nos.4506,4507,4508,4525,and 4526 -r City of Renr.on Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEV14 SHEET 0 REVIEWING DEPARTMENT: Fa COMMENTS DUE: MAY 2, 2001 Z s C TJ 0 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 z x; m rueu APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins .� _-.% o Yri .m PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 37 • < p c75 i LOCATION: 550 Union Avenue NE m Z 75 SITE AREA: 318,728 s.f. (7.32 acres) I BUILDING AREA(gross): N/A to SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.f. property into 42 lots suitable for single-family residential development. The project would be accessed from NE 6 Street, a public road,with emergency only access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 J "2,0 t ''-yar_/7 in 1:/gtO C. CODE-RELATED COMMENTS 2,Z) a/t C A O(/( Yr6t74 7/- 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 addi' al information is needed to properly ssess his proposaal./J A .P 6(/�/�i 41p_blol Signat&e of irector or Authorized Representative Date t ROUTING Rev.10/93 A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS The proposed dedication of Tract C as Public Open space noted in the Plans and also as noted in the Environmental Checklist under Recreation Impacts does not concur with the Parks, Recreation and Open Space Plan and the Trails Master Plan. The Parks Department does not concur nor support this dedication. Should the applicant propose to dedicate this tract for access purposes, this tract of land is to be owned and maintained by the applicant. "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." 411110 CITY OF RENTON MEMORANDUM DATE: May 7, 2001 TO: Elizabeth Higgins FROM: Jan Illian X7216 SUBJECT: THE VINEYARDS PLAT LUA 00-029 550 — Union Ave NE I have reviewed the application for Vineyards Plat at 550-Union Ave NE Street the and have the following comments EXISTING CONDITIONS WATER There is an existing 12-inch diameter water line in Union Avenue NE. There is a 12-inch diameter water line stubbed to the eastern property line at NE 6T"Street. There is a 12-inch diametub is located along the northern edge of the property from an easement. iAn 8-inch diameter stub 's located in an easement to the southerlproperty line from NE 5th Street. This parcel is in the 565- pressure zone. The derated fire flow in the vipiaity is modeled at a range of 2500 to 4500 gpm. Static/pressure is 70 psi/ This parcel is located in Aquifer Protection Zone 2. SEWER There is an existing 8-inch sanitary sewer manhole at the eastern edge of the property at NE 6th Street. The sanitary sewer in Union would require extension to an access point to the site. The proposed easement access will only be allowed if there is a physical, engineering justified reason for its use STORM Storm facilities are in NE 20th Street. STREET There is existing curb, gutter, and sidewalk in Union Ave NE. CODE REQUIREMENTS WATER 1. The System Development Charge for water shall be $33,150.00. The rate is 39 lots x $850. ✓ A redevelopment credit was given for three existing water service connections. This fee is payable with the construction permit. 2. Fire flow requirement for single-family residences is 1,000 gpm. Extension of a water main and looping of the system is required on site. The utility plan submitted appears to have addressed this. New hydrants are shown within the development. 3. The site appearsv�to haa well for domestic use. Applicant s ail meet Department of Ecology requirements for proper abandonment of all such wells on site. After completion of abandonment, the City will require a copy of the DOE report by the applicant. SANITARY SEWER 1. The System Development Charge for sewer shall be $24,570.00. The rate is 42 x $585. This fee is payable with the construction permit. 2. A Special Assessment is owed on this project. Approximately $9,429.84 plus interest is EV owed under the East Renton Interceptor District. This fee is payable with the construction permit. 3. Dual side sewers are not allowed. Minimum slope shall be 2%. v 4. Extension of a sewer main is required on site. Applicant has shown the extension of the y V sewer main into the development from Union Ave NE. An extension to the northern l property boundary for service to properties to the north, whether in Union Avenue NE or 'CW within the plat is required. 5. Existing septic systems shall be abandoned in accordance with King County Health prior to V' recording of the plat. SURFACE WATER 1. The System Development Charge for storm shall be $16,170.00. The rate is 42 x $385.s This fee is payable with the construction permit. 2. This project drains to the Maplewood Creek Basin. Due to documented downstream 601,Ai t flooding and erosion control problems, staff will recommend a SEPA condition requiring s� this project to comply with the Level II Flow Control of the 1998 King County Surface Water Manual for design for both detention and water quality treatment sized for the new impervious surfaces subject to vehicular access. 3. The preferred method of storm discharge in this area (Aquifer Protection Zone 2) is infiltration, if soils permit. 4. Applicant shall submit separate structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. TRANSPORTATION 1. Traffic mitigation fees are $26,556.75. The rate is 37 lots x 9.57 x $75. Credit was given for MA4 5 existing lots. 2. Sidewalk, curb and gutter, storm and street lighting will be required within the development 3. Street lighting plans are required and shall be included with the civil plan submittal. 4. Cul-de-sacs shall have a minimum paved radius of 45 feet. Review of the plans indicates that applicant has not met this requirement. Applicant must revise plans to meet City Code. 5. Street signs and "No Parking Signs" are required and shall be installed as part of this ,// project. Please include street signage and detail on the plans. 6. Applicant proposes a reduced right of way of 42 feet with : feet of pavement and 5-foot sidewalks within the development. A five-foot utility easement will be required for ally franchise utilities to be installed outside the right-of- way at back of sidewalk. 7. Dedication of additional lit of way will be requested by the CIiY of Renton for future extension of NE 6th to Union Ave NE. 8. Applicant has shown emergency access to be gravel. Access road shall be 20 feet of pavement (asphalt). If a gate is proposed for the emergency access the location is required to be shown on the plans. No bollards are allowed across any emergency access. MISCELLANEOUS 1. Rockeries/Retaining Walls. Applicant has shown new rockeries to be constructed as part of this site. Rockeries greater than 4 feet in height will be require a separate building permit and shall have the following separate note be included on the civil plan: "A licensed engineer with geo technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A separate building permit will be required." 2. A separate utility permit to cut and cap existing utilities to existing structures on site will be required as part of the demolition permit. PLAN REVIEW - GENERAL 1. All plans shall conform to the Renton Drafting Standards 2. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 3. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 4. Separate permits for side sewers and water meters will be required. RECOMMENDED CONDITIONS 1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. Certification of the installation, maintenance and proper removal of the erosion control facilities is required prior to Temporary Certificate of Occupancy. 2 A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Developmen' Services Division. cc:Kayren Kittrick CITY OF RENTON MEMORANDUM DATE: April 24, 2001 TO: Elizabeth Higgins FROM: Jan Illian X7216 SUBJECT: THE VINEYARDS PLAT LUA 00-029 550— Union Ave NE I have reviewed the application for Vineyards Plat at 550-Union Ave NE Street the and have the following comments: EXISTING CONDITIONS WATER There is an existing 12-inch diameter waterline in Union Avenue NE. There,is 12-inch diameter water line stubbed to the eastern property line at NE.6T"Street There is a 12-inch diameter stub is located along the northern edge of the property from an easement. An 8-inch diameter stub is located in an easemen to the southerly property line from NE 5th Street. This parcel ,is in the 56; pressure zone. The derated fire flow in the vicinity is modeled at a range of 250( to 4500 gpm. Static pressure is 70 psi. This parcel is located in Aquife Protection Zone 2. SEWER There is an existing 8-inch sanitary sewer manhole at the eastern edge of the property at NE 6th Street. The sanitary sewer in Union would require extensior to an access point to the site. The proposed easement access will only be allowed if there is a phy,)-= , - gineering justified reason for its use STORM Storm facilities are in E 20th treet. STREET There is existing curb, gutter, and sidewalk in Union Ave NE. CODE REQUIREMENTS WATER 1. The System Development Charge for water shall be $33,150.00. The rate is 39 lots x $850 A redevelopment credit was given for three existing water service connections. This fee i; payable with the construction permit. 2. Fire flow requirement for single-family residences is 1,000 gpm. Extension of a water mair and looping of the system is required on site. The utility.plan submitted appears to have addressed this. New hydrants are shown within the development. �.t 3. The site appears to have a well for domestic use. Applicant sh°a1i "meet Department of Ecology requirements for proper abandonment of all such wells on.site. After completion of abandonment, the City will require a copy of the DOE report by the applicant. SANITARY SEWER 1. The System Development Charge for sewer shall be $24,570.00. The rate is 42 x $585. This fee is payable with the construction permit. - 2. A Special Assessment is owed on this project. Approximately $9,429.84 plus interest is owed under the East'Renton Interceptor District. This fee is payable with the construction permit. 3. Dual side sewers are not allowed. Minimum slope shall be 2%. 4. Extension of a sewer main is required on site. Applicant has shown the extension of the sewer main into the development from Union Ave NE. 5. Existing septic systems shall be abandoned in accordance with King County Health prior to recording of the plat. SURFACE WATER 1. The System Development Charge for storm shall be $16,1.70.00 The rate is 42 x $385. This fee is payable with the construction permit. 2. Applicant has submitted a Level 1 drainage report for review. Applicant proposes detention and water quality to be constructed on site, however applicant has stated thatfinal design and calculations will be provided at time of utility plan review. If soils permit, infiltration is the preferred within Aquifer Protection Zone 2. 3.. Applicant shall submit separate structural plans for review and approval under a building permit for proposed vault. Special inspection from the building department is required. TRANSPORTATION 1. Traffic mitigation fees are $26,556.75. The rate is 37 lots x 9.57 x $75. Credit was given for 5 existing lots. 2. Sidewalk, curb and gutter, storm and street lighting will be required within the development 3. Street lighting plans are required and shall be included with the civil plan submittal. 4. Cul-de-sacs shall have a minimum paved radius of 45 feet. Review of the plans indicates. that applicant has not met this requirement. Applicant must revise plans to meet City Code. 5. Street signs and "No Parking Signs" are required and shall be installed as part of this project. Please include street signage and detail on the plans. - 6. Applicant proposes a reduced right of way of 42 feet with 16 feet of pavement.and 5-foot sidewalks within the development. A five-foot utility easement will be required for all. franchise utilities to be installed outside the right-of-way at back of sidewalk. 7: Dedication of additional right of way may be requested by the City of Renton for future extension of NE 6`h to Union Ave NE. 8. Applicant has shown emergency access to be gravel. Access road shall be 20 feet of pavement (asphalt). MISCELLANEOUS 1. Rockeries/Retaining Walls. Applicant has shown new rockeries to be constructed as part of this site. Rockeries greater than 4 feet in height will .be require a separate building permit and shall have the following separate note be included on the civil plan: "A licensed engineer with geo technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project. A;separate building permit will be required." 2. A separate utility permit to cut and cap existing utilities to existing structures on site will be required as part of the demolition permit. PLAN REVIEW-GENERAL 1. All plans shall conform to the Renton Drafting Standards 2. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 3. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 4. Separate permits for side sewers and water meters are required. RECOMMENDED CONDITIONS 1. Temporary Erosion Control shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project.. Certification of the installation, maintenance and proper removal of the erosion control facilities is required prior to Temporary Certificate of Occupancy. 2 A construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued.: Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved.in advance by the. Development Services Division. " cc:Kayren Kittrick Cityof Rent n Tie P artment of Planning/Building/Public Wo7ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: jiLA C_' COMMENTS DUE: MAY 2, 2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 LOCATION: 550 Union Avenue NE SITE AREA: 318,728 s.f. (7.32 acres) BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.f. property into 42 lots suitable for single-family residential development. The project would be accessed from NE 6th Street, a public road, with emergency only access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 7fl / LL treC 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 addition(information is needed to properly assess this proposal. 0 C Y%k-- s- LO1 Signature of Director or Authorized Representative Date ROUTING Rev.10/93 City of Remvir Department of Planning/Building/Public Ili ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:zoy\OVV1cc cJei.opWJL MMENTS DUE: MAY 2,2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 LOCATION: 550 Union Avenue NE SITE AREA: 318,728 s.f. (7.32 acres) I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.f. property into 42 lots suitable for single-family residential development. The project would be accessed from NE 6t Street, a public road, with emergency only access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 LighVGlare _ 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 1 B. POLICY-RELATED COMMENTS 00 ZOZZ,G C ► SS Ul . CD1_. Vg6L S C6 1'V6 ,►C_?Ld41Viu 1 NZ, 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 ROUTING Rev.10/93 City411101 of Renton a artment of Planning/Building/Public Work P ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Citkik Qin �2.V'Jl( c) COMMENTS DUE: MAY 2,2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 erTYAPPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins ^,-.1\fr PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 f' 7 r LOCATION: 550 Union Avenue NE / 200/ SITE AREA: 318,728 s.f. (7.32 acres) I BUILDING AREA(gross): N �'�ava,, SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.f. property ind°`4�lots suitable for single-family residential development. The project would be accessed from NE 6 Street, a public road,with emergency only access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 Aileffe C. CODE-RELATED COMMENTS Wohrc, 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 addi' al information is needed to properly assess this proposal. 72.0/ Sig ure of Director Authorized Representative Date RO NG Rev.10/93 • City of _ epa of Planning/Building/Publ ENVIRONMENTAL & EVELOPM N i HrrLIc,H I EVIEW SHEET REVIEWING DEPARTMENT: rottC.c.„ COMMENTS DUE: MARCH 28,2000 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: MARCH 14,2000 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: The Vineyards WORK ORDER NO: 78660 LOCATION: 550 Union Avenue NE SITE AREA: 312,888 s.f. (7.18 acres) I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Belmont Homes, proposes to subdivide 7.18 acres of land by means of a Preliminary Plat,into 44 lots suitablq for single-family residential development. Five(5)existing houses would be demolished. The project would be accessed from NE 6 Street,with emergency access available from Union Avenue NE. A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-two(42)feet has been requested. Wetlands are present on the 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 LighUGlare 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 111 inu& `tv\ 0- 0'(' c Lice. S9v i cep 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. ,e,r_s q_z.51 "OD Signature of Director or A zed Representative Date devapp Rev.10/93 yb8 .© - • . ... . . .......ter... . ::-- ss•v.:.;•:-v:•:nl'r%v.•-:?-..;vp ...:.. \:Y}:•}}..:........ .r.��.v:.sys.•.• w... •?r - {tiix?:_+n.vs'r^v wl. •d •r .,ett t..�v::}..'.}:vs}�?"•a-,'};2»k�i%-.,-:.Y.fi�E<^cM>mt::t;6ti:i;�;:.Fib%tiya.}:5:a:};skkvpar._�G}?::�}.i,%w•'S.:: •,:••.�:-�'"e':`x--' -.0-�h.`-0c s,•r-.:\-17., :,ct•�. . ;9!�`,.-. ^fk}..}X}9:.:^. W"...y.• -} •' } q.. -} :f , •-�`v�ivY:. t � w•' kk � aw- 9:;. t. ...,? � 1•r.>k"--,. v:;:teas k.:.:ax- �.v:n': 3: •. t'}.. -Y: . ' v i; .-.i• .: ` ' TJ O fi:Y ti?fi;'+; }f 2}_:},„t!='•'•k, r�.},'-. -R.�,�.�C.••.<tb..,.'�v :SC:x�k:?�??cSt:+rt,�,�7,�•,�,�::KJ;k::f:+'��;"?:.i\:'xa�t`ox}x?.*v'::r,.:t?::,?��; Y•.:;r.,i;.w:.;W.}-,`t�:;`•:kr,.:.:C::<Y-.¢•^+.:wa}::�c::a...kyac-}�Cc n'-:.rat:.^-.'?5<a.:•.n.!t•.-at;::?;ct::-}:}.r?::: Project Name 1 Vi n►ay p iz c Project Address 550 ()Wok.) Acv( I\16 Contact Person :?)ob /P)P,L morn {�pMbS Address QD Bey NO I 1419.144,(kt30 9Q)053'a`•IOl Phone Number (200 11 y- (47U7 Permit Number Lop, -p0- Oa'i Project Description Li Lo-r c7u.Arr lisekyrir-rL. ?u•vr vN 1 . ?avZ LS t,Oty-roirluwt,1 5 etlsrwl Rous S' Land Use Type: _ Method of Calculation: L,4.1A EdcrwJ fir Residential CITE Trip Generation Manual 0 Retail 0 Traffic Study (21o) SF Res«ENTIP ❑ Non-retail 0 Other 1NoLu; Calculation: y. 2- 5 = 3� . . . • 3.� A.S 7 .35a,0�1 Ptak a�►P5 • . • 351-1,O6‘ X -15� 2ko)54).15 Transportation Mitigation Fee: aloe 5°6lr• - Calculated by: ). M.c Date: q f21 a110.i Account Number: • Date of Payment City of Renton Department of Planning/Building/Public W:,,: ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: nreu15 1 j 011 COMMENTS DUE: MAY 2,2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins oF PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 e'Ty RENTON LOCATION: 550 Union Avenue NE SITE AREA: 318,728 s.f. (7.32 acres) . BUILDING AREA(gross): N/A 2001 SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s t*Ftpiatgy 1ptrorle for single-family residential development. The project would be accessed from NE 6 Street, a public road, with emergehtY access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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. CODE-RELATED COMMENTS • --JC/ • t )- 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. >le;7/0( Signature of Director or A ed Representative Date ROUTING Rev.10/93 City of Renton Department of Planning/Building/Public Kin no ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:Ski/fr.iG:t✓f U.04447c -1r COMMENTS DUE: MAY 2,2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins err), OP rr PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 "''��� n, s LOCATION: 550 Union Avenue NE `tl 1 ? Z� SITE AREA: 318,728 s.f. (7.32 acres) I BUILDING AREA(gross): N/A U)L�R�v� ®, SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.f. property in#$'4 uitable for single-family residential development. The project would be accessed from NE 6th Street, a public road,with emergendily access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42'street right-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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. CODE-RELATED COMMENTS eg/Zar— _4 e • 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 Ditector Authorized Representative Date ROUTING Rev.10/93 City of Renton Department of Planning/Building/Public Wvnc� ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ll Reol- )-- COMMENTS DUE: MAY 2, 2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 LOCATION: 550 Union Avenue NE , 9.0 r SITE AREA: 318,728 s.f. (7.32 acres) I BUILDING AREA(gross): N/A tr SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdivichng a 318,728 s.f. property i* :2 lepuitable for single-family residential development. The project would be accessed from NE 6 Street, a public road,with e ,enoonly access from Union Avenue NE. The applicant has requesed a modification of street standards to allow a 42' street :24'-of-way. The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 (:_jf • 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 nee ed to properly assess this proposal. 0 Via/ Signature of Director or A ized Representative Date ROUTING Rev.10/93 City of Renron Department of Planning/Building/Public livuiRo ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:-cw-e- Rfiaseiwalovj COMMENTS DUE: MAY 2,2001 APPLICATION NO: LUA00-029,PP,ECF DATE CIRCULATED: APRIL 18, 2001 APPLICANT: Bob Wenzl/Belmont Homes, Inc. PROJECT MANAGER: Elizabeth H . s 2 C E u r_ --Nn PROJECT TITLE: The Vineyards WORK ORDER NO: 78659 LOCATION: 550 Union Avenue NE APR SITE AREA: 318,728 s.f. (7.32 acres) BUILDING AREA(gross): N/A IL SUMMARY OF PROPOSAL: The applicant, Belmont Homes, has proposed subdividing a 318,728 s.t propkl'ty-irtto 2lats-suit b1e--, for single-family residential development. The project would be accessed from NE 6 Street, a public road,with Fri e c�,�p access from Union Avenue NE. The applicant has requesed a modification of strg t standards to allow a-�l2' str�gi ; ' IT The project requires environmental review and a public hearing. There are regulated wetlands present on the 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 ._..—fie /11a �9r eicyraGt B. POLICY-RELATED COMMENTS n i;(/ \) -------,,„ C. CODE-RELATED COMMENTS ablillite.1 5 We have r awed this applicati ith particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where add— nal information is e d to properly assess this proposal. ` afrIA.fi-t) /// 7 7 a/ ,: Si atur "bf Director or Authorized Repr entative Date RO N Rev.10/93. Y N.( 0 • ® , CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: April 19, 2001 TO: Elizabeth Higgins, Senior Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: The Vineyards, 550 Union Av. NE 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. Access roads are required to City of Renton Street Standards. All dead end roads over 150 feet are required to have an approved turnaround. 3. It is our recommendation that NE 6th Street be developed to City street standards and extend in a straight line to Union Av. NE. This appears to be the best logical way to provide a grid roadway system that would best benefit the area. 4. A secondary access is required by city ordinance due to the length of the dead end road net work presented. If the road cannot be extended in a straight line as mentioned in item 3, then the approved secondary access shall be provided at the west end of NE 6th street where shown. This should be developed as a full public street rather than an emergency access only to Union Av. NE. Gravel is not an accepted roadway surface. Please feel free to contact me if you have any questions. 11111 4% APR 2 s 2001 CITY C RENTON ..IL Planning/Building/Public Works Department 7 e.T�ff,a 7 ,or Gregg Zimmerman P.E.,Administrator ilt: RECEIVED Superintendent's Office APR 19 901 Renton School District #403 OFFICE OF rr, 300 SW 7th Street SUPERINTENDEN Renton, WA 98055-2307 Subject: The Vineyards ' Project No. LUA-00-029,PP,ECF The City of Renton Development Services Division has received an application for a Preliminary Plat to subdivide 7.32 acres of land into 42 lots suitable for single-family residential development. A Notice of Application is enclosed which gives you all pertinent information regarding this proposed project. 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. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. • Elementary School: -642 Middle School: 7Ve ' High School: ,I4/1B1J Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes X No Any Comments: Thank you for providing 'this important information. If you have 'any questions regarding this project, please contact me at (425) 430-7382. Sincerely, RSD 403 tip /�i cry' t APR 2 4 2001 . Elizabeth Higgins, AICP Senior Planner CAPITAL PROJECTS Encl. . -vnto . 1901 2001 'school/ /kac 1055 South Grady Way-Renton,-Washington 98055 . • 1 - h `: This paper contains 50%recycled material,20%post consum e er `+t4. en. 7 c." --- CITY 1 ElRENTON 0 � ..LL Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator March 14, 2000 . REDEIVEn 'DEVELOPMENT PLANNING CITY OF RENTON MAR 17 130 Superintendent's Office . Renton School District #403 MAR 2 1 2000 OFFICE I, ' 300 SW 7th Street SUPERINTENDL Renton, WA 98055-2307 RECEIVED • Subject: The Vineyards , Project No. LUA-00-029,PP,ECF . The City of Renton Development Services Division has received an application for a Preliminary Plat to subdivide 7.18 acres of land into 44 lots suitable for single-family residential development. A Notice Of Application is enclosed which gives you all pertinent information regarding this proposed project. 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. Would you please fill in the appropriate schools.on the, list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. Elementary School: �il''.,'t (ti MMl C c ' Middle School: ,:a �ffi,f I f ,� High School: 11 i VI 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 regarding this project, please contact me at(425)430-7382. Sincerely, . Elizabeth Higgins,AICP Senior Planner -. - . _ .- school/ /kao - 1055 South Grady Way-Renton,Washington 98055 - ®This paper contains 50%recycled material,20%post consumer • t ::< .....::.N�.:.O . :; :;y; ::::i:.i':'.. <;> DEU.. ,;.,P MENTSE V::>::::»ELOPMENTSEB1/ICES.D . . ::lST OF SURROUND[NG PROPERTY OWNERS :.::...::...... PROJECT NAME: The Vineyards APPLICATION NO: LU I\o 00 d d 2 ` FPS Edo The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER SEE ATTACHED • • • • '�E',j-pviVNUitci MgRO8?00 ite 0 • FD (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I=FArl 5 g)S m r A-d5 , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: 0 City of Renton Technical Services Reciarc �RYL L. GIRARD 0 Title Company Records King County Assessors Records STATE OF WASHINGTON NOTARY—•—PUBLIC Signed — Date 3/�/� 1$IWISSION MIRES 11-09-03 (Applicant) NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residin t on the (per day of 1%-0(4'JC,G(-r , 20fx2 Signe (Notary Public) :..:::.;.:.:;:<::>::.;::>::.;:.::<�»>::>; ;•: ::::::>::•:::':<::<::<:':>::<::::••••••::>::<:>:::::::: >::::: ;:: :::;;: .CE TI . C TION.OF.. AILIN.G ::. .:. CE::;`":'?::: : ` hereby certify thatnotices of the:> ro osed a Iic;1.. IVI ::.:. NGTON I�IS.1C3.I�XP#R.fi :. JUN k: 3 U eachllsted ro .ert ;;Qwner;on O ashen on or .befor'�' a`a No a' c and f r jam, �'`Y v�] ..;.;�::::>::.:;:>::..::::�;�::�::::>:>::::>:>:;:•::><::> • listprop.doc REV 07/98 MARILYN KAMCHEFF ,MY APPOINTMENT EXPIRES:6-29-03 2 BATCH NUMBER NV COMMENTS CUSTOMER AMERICAN ENGINEER *•* * *ik*: k• ?K k?k ?k* *x+isak'*�k**.:**k iKxcak * ak *l*4**x ak *+xak '�s * �k3x* * xik * ;****l*�c?k?k**k k k?kax:*kakzx*x�kx�aK�k�sx�c• k *k .M * ***x* *i:*k?Rai.* 3 042100-0510-04 ACTIVE SIMKOVA MARCELA 8D9999 COMMENTS CUSTOMER NO. 3930 NE 6TH PL ENTN WA . . • - . :•••••f •.'. ::••••••.: ... ................................................... ... ;;:;;;] ....... 042100-0515-09 ACTIVE JUNJEK WI LL I AM Z 3NS024 COMMENTS CUSTOMER NO. .3936 NE 6TH PL ..... ........... ENTO WA 042100-0520-02 ACTIVE BUCKMASTER JOHN A 699999 COMMENTS CUSTOMER NO. .......... ...630 TACOMA AVE NE ENTGN %py • 042100-0525-07 ACTIVE COFFELL GARY L 7D9999 COMMENTS CUSTOMER NO. 626 TACOMA AVE NE ••'•'-i•••• ENT WA 8O5S 042100-0530-00 ACTIVE HAUGAN RICHARD R 639999 COMMENTS - -CUSTOMER NO. 620 TACOMA AVE NE ................................................................................................................ EN1ON WA • • . •••••••.-- ••••••• • • , , . , : 042100-0535-05 ACTIVE DONAHUE GERALDINE M COMMENTS CUSTOMER NO. 616 TACOMA AVE NE ENTO't WA 042100-0540-08 ACTIVE JACOBSON GARY L+LINDA L 999999 COMMENTS CUSTOMER NO. 612 TACOMA AVE NE .:••• . ...........................WA • z . i . : :.:.• 042100-0545-03 ACTIVE DENNIS BENJAMIN M+LORI A JA939999 COMMENTS CUSTOMER NO. 608 TACOMA AVE NE -"i•3EN1t4 WA 8O5S .............. • 042100-0550-05 ACTIVE PURCELL ARTHUR J & ELLEN M 301279 COMMENTS CUSTOMER NO. 837 NOGALES AVE • ::: • : „„„„ • ••...,• %••••••••••••••••••••••••••••% ••• % ••••••••.••••••%........••••••:•••••••••• ••••••••,•••,••••••••••••••••••••••••• ••••••••••••:•••••••••••••••,... %•••• ••••••••••• ••••••••,, ••••• ,:::%: ,,•••••••• • ••••••• •. •••,.,...,•••••••••• •• . .. . •••••••• •••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••• %..., .•. e• ••••• •••••• • • ▪ 5::it.: • :•tv P... ••.• , 1:::••••• • 042100-0555-00 ACTIVE KLIX ROLAND M+DOROTHY A 719999 COMMENTS CUSTOMER NO. 10605 169TH AVE SE ••••••• •••• ENTOWWA;;:•; " 3%1• • • • • • • • .•: :' • " •. ••••:•:••:•:. • •••••••••:::-: • ▪ :-• •••:, : • ••••.:::::: • • . :;:: . 042100-0560-03 ACTIVE RUSS AMY 959999 COMMENTS CUSTOMER NO. 605 UNION AVE NE • 042100-0565-08 ACTIVE BAXTER JOHN S+DEBRA 899999 COMMENTS CUSTOMER NO. 609 UNION AVE NE • . . . • , 042100-0570-01 ACTIVE TRUJILLO LOUIS E+VALLADOLID399999 COMMENTS CUSTOMER NO. MARCO A •••••••••;:i.:•••• ••"•:+ TO;1.3 to 01,4 AVE NE •••• :::::: • : •• • . . .",•• • - 042100-0575-06 ACTIVE HOWE EVELYN 231537 COMMENTS G7i4•-;!?E:SE •"*.*:::::••••:••.: : „ . .• ENT WA ••'•.: :::::::: B05& •' . : ' • • • • 042100-0580-09 ACTIVE BAKER RANDY LEE 941030 COMMENTS -Aitir0iNt:::01E:NE• •••::: • *•%.-: .• • . ."..•••": • • • : ::::: ENTØN WA 042100-0585-04 ' ACTIVE BARRANS ROBIN R+KAREN L 919999 COMMENTS • ...-::•• •• • -•, :••. •• : •. • • •• • • :;• • .• . :•• 0.111:11.15122:-NP 6s4U0N AVE NE ••••••:-•• :• •••:• s'• • . • • REN'0N WA ••••;(]:.•.-•• • .•tf:. • ▪: • iv; :• • . :.•:: . ' .::::::::::::: "• - : ••• • • • ":":: • : •„:. . 042100-0590-07 ACTIVE OTT K & K 9D0037 COMMENTS COST.M1 ::••• • :••••:"••:.1:1001i"4•3*-NO:"AVE E *•: %. • • :"••••• .:••::.:••••••• . • .%•:•••: ••• . , • . .•:.• •••::: :•••: • •••••• ••••ItNT• WA f -:••'••••••••• ••:••:••:-•••• ••*: • ',:#094O. 042100-0595-02 ACTIVE GREFTHEN RICHARD D+NICOLE L079999 COMMENTS CUSTOMER NO,. 66 UNWN AVE NE : • . : •:.•;•::::::::":e•::•••• RENT0I 1A B05 ..-..-;.•:;;;;;•1••";:::•••.:: ▪ ••••• :::::::::::::::::::::::::::::::::::::::::::::::::::: : ::::::::::: :..:.••••••••••::1.:•.". • • f.: • ::::::::::•:••fi ••••••:i......•••••:-:..• •F-;:•••• • •• .::••••:• ' •*i ::::: •:• :•••• ." • • ••• •••.' .:::. :•• • • e 8":•.•:•: • :-g tt:4")::::-E• • T....E)-41. •:I•:•151-:1".`41.• ' • .1.2./22/OS : ••• :i.e.: i , :.••• . . •:.• .::e ' -.• . : : •.•. 092305-9048-04 ACTIVE WROTEN ANTHONY L 839999 COMMENTS • CUSTOMER NO. 529 UNION AVE NE : .• EN1ON.WA O5G :. ; .•• •. e: • •-• • • . : • . • •• .ei •••••.: S..: ! i•• , " • •:: ;.•• • :• :::!: "• . •• .-:• . • • i • 092305-9211-05 ACTIVE SWANIGAN LAVELLE+KENNETH 799999 COMMENTS CUSTOMER NO. 559 UNION AVE NE ::•••••• Et1O WA . : "" :::::::::::::::::::::::::::::: •" ''e" , ::e • :::::::: :: 092305-9214-02 ACTIVE DYKES JAMES FRED+DONNA JEAN5N9999 COMMENTS CUSTOMER NO. 537 UNION AVE NE • ".. ••••.• e RENTON•:WA : . . • " •••••••'. •••••::••• . : :• .• . : • • • :f•• :•.. • 092305-9236-06 ACTIVE WINSTON ELONZO SR+VALLENA C089999 COMMENTS CUSTOMER NO. 4011 NE 6TH ST • •.:gENYON-• WA OSS ":::•••• • : :•• .:•.•• " • ••• ".• :•".• .:e. • ":ee•f :::::::::::::::::::::::: " :::::. 102305-9056-00 ACTIVE BRANDAL PAUL R+RUTH E 162431 COMMENTS CUSTOMER NO. 1309 SUNNYSIDE BLVD £VtRETT WA •• : gglos . • :" ".i. : ••••••:. !: • . • • ":: • • ••• : 102305-9100-06 ACTIVE WINDSOR ASSOCIATES LTD PART7N9999 COMMENTS CUSTOMER NO. 9777 WILSHIRE BLVD STE 710 " :••••• "%""'" SVL Hfl.LS••CA 921 .:. • , : : . • ::• " . : : • -. ::::::::::::::::::: • ::::::: : 102305-9102-04 ACTIVE WILLIAMS CLARENCE+LEONA 429999 COMMENTS CUSTOMER NO. 550 UNION AVE NE i. • •• ENtox . sgoss .• .. . • •• :.• . .•.• 102305-9105-01 ACTIVE WILLIAMS CLARENCE+LEONA 429999 COMMENTS CUSTOMER NO. 550 UNION AVE NE •••:•••: ENTON WA859 : -"f-z••••• • : f. ' • • e e : " . .: e • : , 102305-9114-00 ACTIVE NELSON STAFFORD NELSON KEN 579800 COMMENTS CUSTOMER NO. TOKARSYCK JAMES .'•• • 203 PtRCE iop : e: :::: :•. - • ."... i#P#0.14: : •9805 •.:."••::f • •:•-• • ;• ••e • • : •. .:• : • AT:yo4g:-. 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' %•-• • % ;. ..%. • ... • • •%• % • %:- • 325970-0030-01 ACTIVE CARL I SANDRA 629999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST A103 f4NTON• WA...• • • - : •.::!B4pss • . ••••::::• , . •-•.• ,: : • •- • : •• • ••• • . .:•• •• . :••• ..... • • "• -:":i: . . • .::::- •. .-;••• • .....• . . • 325970-0040-09 ACTIVE GEHRING JANET E 769999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #A201 325970-0050-06 ACTIVE SCHMEICHEL WILLIS H+CHARLEN629999 COMMENTS CUSTOMER NO. 14311 148TH PL SE 325970-0060-04 ACTIVE MEDCALF CARLA L 699999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST # A203 325970-0070-02 ACTIVE BAKER ROBERT & ANGIE 920967 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #B-101 N1 WA 325970-0080-00 ACTIVE LOWY ROBERT 0 929999 COMMENTS 'CUSTOMER NO. 4231 NE 5TH ST #B 102 325970-0090-08 ACTIVE SHIONO.KEIKO 411713 COMMENTS CUSTOMER NO. 4231 NE 5TH ST, #8-103 . . EN WA 8O5 • ":: 325970-0100-06 ACTIVE ROMO JAMES A 849999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #B-201 • 325970-0110-04 ACTIVE LEWIS NANCY A 3N0709 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #8-202 325970-0120-02 ACTIVE SALOMON TAMARA L 639999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST iENTO WA , #?Ot4:>:>::::'.:•:: •AT.R048••:: :•::'::::- ;:; :-Ft: --..A:.L..-...::::P.:R• 0:P.•. •. 1 1.•••Y. : C:) .S..-r:.0 t'.i:•:`E'`•i:'*:';:•' :I`au0---i3: is-fit: Y. .::r .-.:.`. .:>.•a 219'::••• ...::P..4GE:••:.::-:: :6..2-:. 325970-0130-00 ACTIVE LUBBERS GLORIA MAY 873205 COMMENTS CUSTOMER NO. PO BOX 862 • :;::-::::::::..;:::.:.. .::.: :::• : .::.:::•R EV NSf A#:$.:iiIA ....•. .. : ":::::.':>'.: 'i'9$054':`':.?:...:::.: ::'.>::>. ::::'':':::>:.:.:.:•:>,:'.:, ;. 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'9059 325970-0180-09 ACTIVE KEYES CHARLES R 989999 COMMENTS • CUSTOMER NO. 4231 NE 5TH ST #D102 ::.:::.:..::.:.; . :.:. . :. .. : :.: :....P NTOIst:WA. :..:.:..:;.:.:.;:": `.. -:. ..9$059 325970-0190-07 ACTIVE MIYAHARA TIMOTHY 819999 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #D-103 .. . . ....: ••:-R-ENTON:.3VA.;:-:;.::::-'•:>;:-'.:. . ::: �:• -... •...;:.-: $059.:":-- .• ' :; - •-: •;..:::•.>.;•: : .i.'.:•;,'-::-::•':."'<::::.'.:`���. ;� •• : ' ''::-.:.':-,-• ...:;.*::-::;:;:'; ; <': :. 325970-0200-05 ACTIVE RESOVSKY NANCY L 963617 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #0 201 :.:. :::.> :.::=.:::' ;;.;:::::::..:.: :; ;: :. :.;:::RENTO�#:i�t�4-...:::.:::; : '' :::. '9$059 :.;.: .. :'..: . :;.. :. 325970-0210-03 ACTIVE TRUONG BRUCE G 451745 COMMENTS CUSTOMER NO. 4231 NE 5TH ST #D-202 .:........:.9.8 - P4NTON • • • g:: .E "t -p• ;*:;.0:.14. FE :;\E 1.f"I:.11.. 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E) M I 1S1::q : ... • : :...';••••1.:YiL• 'I,' . :•••::.:.• : :• 880930-0180-02 ACTIVE VAN WINKLE RAYMOND J 819999 COMMENTS CUSTOMER...NO. ...... 4220 NE 5TH ST #4220 :Rgikft:rt.1'MA• ...... e.• ;• • ••••• -*••f ":• . • : • e :e: . • ."••• • ...:..... e : :: : . . : : •.• • • • •vs., ;.• < •: : • •..• . 880960-0010-01 ACTIVE SMITH SHIRLEY A 20Z 029 COMMENTS CUSTOMER NO. 4102 NE 6TH PL UNIT 1—A • *RNQN WA • • • • : •*.P . "• • ..................... • ::, •• % :• . • -"":' • •ff : • : •• • • ••:••:.•;•.e ; " •;':• 880960-0020-09 ACTIVE MCAMMOND MARK D+MARINDA L 529999 COMMENTS CUSTOMER NO. 4104 NORTHEAST 6TH PLACE #1—B RENTN WA ..............• • '• ••••••• • ".•:•J %.. " _ s•:: • .' : : --7.% '"• .". " . , •‘. %. , • .% • ": " _ _ _ 880960—0030—07 ACTIVE TABACEK CAROL 871147 COMMENTS CUSTOMER NO. 2029 FIELD AVE NE : . .. OTON :WA 98O • . : . •• •-• : . • . : • .: : -% -::.! .• •... • . . . . • • e E.. e:. ::• :•: ef.':•• 880960-0040-05 ACTIVE TABACEK CAROL 845721 COMMENTS — CUSTOMER NO. 2029 FIELD AVE NE • . XRNTN WA . . , 8O • • : • : ;" • • " : ;e .;. • •:.•••• ••: .• " .• .• • •;we.... ••:; •.•e•:• : • : e ...• •V;: • • •:;..• •::• •:: • •;. ••••••••••:]...... • :••••.•.:e . "......••••• ...Y.• •• :.• . •.:: ••• •••.•• : ••••••; ••:S.. •• • • •••:•••::•• 880960-0050-02 ACTIVE TABACEK ANNE M 859999 COMMENTS CUSTOMER NO. 4114 NE 6TH PL • • .•• • •' " ENTON:WA ' . • , •v.-v.>••• • .:• : • •• • S'• : • ••••••;.":". :•:.:;:i::::•••••• •". 880960-0060-00 ACTIVE SOKOLOSKI DAVID V+CLA IRE J 499999 COMMENTS CUSTOMER NO. ....4116 NE 6TH PL ........ . . . ....... . ............ ......... ....... taittq.WA O5G • • • 894475-0590-08 ACTIVE MONTGOMERY BRENDA JEAN 959999 COMMENTS CUSTOMER NO. 4025 NE 5TH PL ::: ENT14N :WA 8O56 : %:; •'. •• • • •. • : • :":: ▪ . •: : : % •: ••" •; •••• •• ' • • :•-•• • . • : • ' :•..: : % -:••• : - .;•: " ' ::••• .:." '•:: 894475-0600-06 ACTIVE JACOB KENNETH J 919999 COMMENTS CUSTOMER NO. 4019 NE 5TH PL RN14 WA — : ..... • ;":. . 7 7::..".• , •. • ; .*•• • . .•' . • • •.• • • : • ▪: "• ". . •' :•••••:.:.f::• • : .. ... . . ri Proposed Mitigation Measures: UOrCY � I1. The applicant shall install a sW fence along",, ,"slope perimeter of me area that is to be disturbed.The shall be in place before Bearing and gradirry/a cialaled,and shall be constructed in conformance with the a + specifications presented in Section D.4.3.1 of the 1990 King County Surface Water Design Manual,Append: . ' wig be required during the construction of both off-site and on-site Improvements was well as building coned -ivy— 2. Shallow drainage sweles shall be constructed to intercept surface water flaw and route the flow away from If construction area toe stabilized discharge point Vegetation growth shall be established in the ditch by seer NOTICE OF APPLICATION placing sod.Depending on site grades,it may be necessary to line the ditch with rock to protect the ditch fir and to reduce flow rates.The design and construction of drainage swales shall conform to the specification AND PROPOSED DETERMINATION OF NON- presented in Section 4.4.1 of the 1990 SWDM.Temporary pipe systems can also be used to convey storm across the site.This will be required during the construction of both off-site and on-site Improvements as wi SIGNIFICANCE-MITIGATED (DNS-M) building construction. 3. The project contractor shall perform daily review end maintenance of all erosion and sedimentation control' at the site during the construction of both off-site and on-site improvements as well as building construction. DATE: March 14,2000 4. Weekly reports on the status and condition of the erosion control plan with any recommendations of change to maintenance schedules or Installation shall be submitted by the project Engineer of record to the publics LAND USE NUMBER: LUA00-029,PP,ECF inspector for the construction of the civil Improvements of the plat Certification of the installation,maintena proper removal of the erosion control facilities shall be required prior to recording of the plat. APPLICATION NAME: The Vineyards 5. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of$75.00 per each new ave weekday trip attributable to the project,estimated to be 9.55 average weekday trips per new residence.The PROJECT DESCRIPTION: The applicant Belmont Homes,proposes to subdivide 7.18 acres of land,by Transportation Mitigation Fee is due prior to the recording of the plat. means of a Preliminary Plat,Into 44 lots suitable for single-family residential development.Five(5)existing houses would ' be demolished.The project would be accessed from NE 6°'Street with emergency access available from Union Avenue 6. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of$488.00 per each new single family r NE.A modification of street standards to allow a reduced public right-of-way from fifty(50)feet to forty-coo(42)feet has lot created by the proposed plat.The fee is due prior to the recording of the plat. been requested.Wetlands are present on the site. , PROJECT LOCATION: 550 Union Avenue NE 7. The applicant shall pay the appropriate Parks Mitigation Fee at the rate of$530.76 per each new single fart residential lot.The fee Is due prior to the recording of the plat. 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, Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP.Senior Planner.D as permitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 28,2000.This matter Is DNS-M is likely to be issued.Comment periods for the project and the proposed DNS-M are integrated into a single scheduled for a public hearing on May 9,2000.at 9:00 AM,Council Chambers,Seventh Floor,Renton City H. comment period.There will be no comment period following the issuance of the Threshold Determination of Non- South Grady Way,Renton.If you are interested in attending the hearing,please contact the Development Sen Significance Mitigated(DNS-M).A 14-day appeal period will follow the issuance of the DNS-M. Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submit PERMIT APPLICATION DATE: March 03,2000 I writing by the date indicated above,you may still appear at the hearing and present your comments on the prof the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and rec NOTICE OF COMPLETE APPLICATION: March 14,2000 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. APPLICANT: Bob Wend,Belmont Homes , CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner;(425)430.7382 OWNER: Bob Wend,Belmont Homes;Clarence Williams and Leona Williams; Bimal Kumar and Subhashni Kumar • I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICAI Permits/Review Requested: Washington State Environmental Policy Act(SEPA)Environmental 0 .acq••w«r.•iv- r,. - Review,Hearing Examiner Preliminary Plat Approval ,,;I• 1•I•h I 1� .gr Io.p� :•••••••s;• '' -L�y�I+y— ms...b 1{ ��y T� y L, �° Other Permits which may be required: Budding Permits,Utility Construction Permits I aa.' - �t�'TD�rfs lw,�'�t�'GF+=t:yyy{{{f .•e. c°�I'd's�;:J.! •)r tip Requested Studies: e`t*wrr•.f/4.a 1�1. �:-^�a..I s'W,2441A ..•.'• t In q Wetland Delineation and Report r. ,i I . r .it. � ,•,•..• ✓-;,;.,:1-'•�•... Location where application may '�"`-"'��� �t;;''a rQf•� - " be reviewed: Planning/Building/Public Works Division,Development Services Department, • •)} -, r sill •aL�'..-s"` s ,' 1055 South Grady Way,Renton,WA 98055 • ` •-( ,''.••••�•sx,-Rta. . '<,Td • s.•, PUBLIC HEARING: Public hearing scheduled for May 9,2000,before the Renton Hearing Examiner _ • • in Renton Council Chambers.Hearings begin at 9:00 AM on the 7th floor of the :MI i��ip7x!I _ 111 •A •'L"+I - Renton City Hall located at 1055 Grady Way South. I - __ gg�� [—®—n .,c, a 'a• •1'.- _ -- CONSISTENCY r 14fL� � ,� J( I CONSISTENCY OVERVIEW: • , ���J:S :r4 4'FtQ t . .. • �' •-- 'tmrrd>T7L�iLl•• r .g Land Use: Single family residential and vacant land(existing);Residential 10 Zone :.,"1.f _.m • tl! • I•t�� p„i Environmental Documents that ( _�m Ie {,�I -j' vi F �( Evaluate the Proposed Protect: SEPA Environmental Checklist Wetland Evaluation Report,Traffic Analysis �• ' - E (pending),Preliminary Technical Information Report 'P• - - - .sL4�, �1!�1 a a_ _ r i�iTj L _[]l Ly S e 1114,Reg Development Project Regulations Mitigation: 1 ('w �, -. Used For Mitigation: Slate Environmental Policy Act(SEPA),City of Renton Municipal Code,King r ^: .P,:.�i,... �� • v Ijj County Surface Water Design Manual 6, - i;I ., MIom NE,,,.,,, , �- 1'..• _J]—,:. 1I. l aall CERTIFICATION I, A Y te_ Oe.F)a IAAAJ , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . MA ruk . (o , 7 000 • Signed: at,hze ,0, ATTEST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing in W ,on the q%i'lt day of j { MARILYN KAMCHEFF (---- -ti 6.)-a-/-- ,�,{ NOTARY PUBLIC . ; STATE OF WASHINGTON COMMISSION EXPIRES v MARILYN KAMCHEFF JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-29-03 CITY `)F RENTON N LL.. ~�� Planning/Building/Public Works Department Jesse Tanner,Mayor • Gregg Zimmerman P.E.,Administrator March 14, 2000 Ms. Cheryl Girard, PE American Engineering Corporation 4032— 148th Avenue NE Redmond,WA 98052 SUBJECT: The Vineyards LUA00-029,PP,ECF Dear Ms. Girard: Thank you for providing a copy of the agreement between Belmont Homes, Inc. and Transportation Consulting Northwest. This document indicates that the Traffic Impact Analysis for the Vineyards project will be completed on or about April 3, 2000. Additionally,you have assured me that the signature of Subhashni Kumar, an owner of record as indicated on the Plat Certificate,will be provided. Based on this information and the items to be forthcoming, the Development Planning Section of the City of Renton has determined that the subject application is substantially complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on April 11, 2000. Prior to that review,you will be notified if any additional information is required to continue processing your application. Also, if the required items mentioned above are not provided prior to the Environmental Review Committee meeting on April 11, the protect will be rescheduled for both that meeting and the Hearing Examiner review. The date of Tuesday, May 9, 2000, at 9:00 a.m., has been set for a public hearing to review the above- referenced matter. The hearing, before Mr. Fred Kaufman, Renton.Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, WA. The applicant or representative(s)of the applicant is required to be present at the public hearing. Please contact me, at(425)430-7382, if you have any questions. Sincerely, Elizabeth Higgins,AICP Senior Planner cc: Belmont Homes, Inc./Owners Mr. & Mrs. Clarence Williams/Owners Bimal &Subhashni Kumar/Owners ACCEPTANCE 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer American Engineering Corporation Q Engineers • Planners • Surveyors March 6, 2000 AEC Reference N°: 9838 Elizabeth Higgins,AICP Senior Planner City of Renton Development Services Division 1055 South Grady Way, 6th Floor Renton,WA 98055 Subject: The Vineyards--Preliminary Plat LUA-00-029,PP, ELF Re: Incomplete Form To be Signed and Notarized Dear Elizabeth: Here is the Applicant Certification, which was not completed on the Reverse side of the"List of Surrounding Property Owners"Form for the Preliminary Plat Submittal for"The Vineyards". It has been signed and notarized as you requested. Sincerely, AMERICAN ENGINEERING CORPORATION 7y — % ✓t Hans Christiansen Land Use Planner DEVELOPMENT PLANNING CITY OF RENTON MAR 0 0 2000 RECEIVED 4032 148th Ave. N.E. Redmond,WA 98052 (425)881-7430 Fax(425)881-7731 ' AEC #9838 • IT b ...RENT • :::;;::»:<:::<::<:::»::<:::::>:::::::::» PROP . ..RT .O ::WNER S ...................................... ><» >> <»> » >»€ 'P:ROJECT::>I • A. Note :[f:tF e're s rimore tf an on:e:legal:'owner:please attach an additional notariied.Master.ApplicaUon or:":each;o:w'ne� ;:' :. PROJECT OR DEVELOPMENT NAME: NAME: Bob Wenzl "THE VINEYARDS" I/ Belmont Homes, Inc. (All Parcels) PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: P.O. Box 2401 550 Union Avenue KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY. ZIP Kirkland 98083-2401 102305-9237 102305-9061 102305-9297 102305-9102 102305-9105 TELEPHONE NUMBER: (206) 714-6707 EXISTING LAND USE(S): Single-Family Residential • g Y .............................::LICAN..;:.::.{tf;<oth PROPOSED LAND USES: NAME: SANG AS ABOVE Single-family residential COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Option "RO" ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N.A. CITY: ZIP: EXISTING ZONING: • R-10 rn nciv c vc� TELEPHONE NUMBER: PROPOSED ZONING (if appl ca ! 1 7 1091 R-1 0 RECEIVED SITE AREA (SQ. FT. OR ACREAGE): r NAMsE'. , 318,728 square feet •• 7.32 acres , . PROJECT VALUE: 1Airier-ican-Engineering•-.Corporation $300,000 (construction) ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 4032 148th Avenue NE • Aquifer Protection Zone 2 CITY: Redmond ZIP` .98052 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? Wetlands on project site TELEPHONE NUMBER: (425) 881-7430 Buffers & mitigation proposed tach ae ef::>If`ne.c ;:.: . RTY:::: At a»she «: ::::»:<: :LE.GAL:<:DES.CE, .IO.N...OF..P.ROPE. :..........(............................ ... ." ......................................:::::::::::Y.::.:::::::.:::.:::::: .::::.::.:> • Legal description is attached as 2 sheets. • <� )on;>t es:<tha.t>a I. .:::;;.>�(t. ....st. .............1..... ..... ............. .... .... ....................::.::::::::...:.:. ANNEXATION $ SUBDIVISION: _ _ COMP. PLAN AMENDMENT $ _ REZONE $ LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ SHORT PLAT $ _TEMPORARY PERMIT $ TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ • _ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ REVISION $ • .......................................................::.::::::::::::::::::::::::::::::::::::::::.�.: EFID/aUI.T: •NERS . :.......:::..............................:.............................................................. (Belmont Homes) I, (Print Name)RObert P. Wenzl ,declare that I am (please check one)Athe owner of the property involved in this application,_the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith.submitted are in all respects true and correct to the best of my knowledge and belief. , • Belmont//: es, Inc. Ale ^u �/ ���� ATTEST: Subsc�reibe�d� an sworn boGH Rn' Ia(\Intar nd RObert •' • en 1 for the State oft i resit ir�•ti� c (Name of -;:• �ssa. val•, , on [h7 �da�6f WASHINGTON t rrj' � Za° I NOTARY--•-- PUBLIC //i IffMY COMMISSION EXPIRES 11-09-03 (Sign.;t Prr,1 ner/Ret,"esentative) (Sign ture of Notary Public) t :.:......... . . Number..::::::::::::...:................................:......:..::..... F...P:UD,;:;s:::SM><:>:SME<:>:�>:M.HP>>:�<;<:�S.:................ ...A........ '•''•':a:';�::ii'ii;:r`i>:: :p?i?ii;: p:::::::.;•.;:.;:;.<.;;.;.::.:::::::::::: b:::: :,;%;:::;:....`iij;;>i;:>::?;::::::';::?:[:[::< i;ii'; E;i;:':::..:.:::::.;:�::.,::.;..;;:.....;.;..:::.;�.:;:::::.;::::;:. MASTERAP.DOC REVISED 9/96 PLAT CERTIFICATE SCHEDULE A Page 2 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: PARCEL A: The south 120 feet of the east 150 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; PARCEL B: The east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the south 120 feet thereof; AND EXCEPT the north 110 feet thereof; PARCEL C: The north 299 feet of the west half of the southwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the west 153 feet thereof. (ALSO KNOWN AS Lot 2, City of Renton Lot Line Adjustment Number LUA 98-148-LLA, recorded under Recording Number 9903029027. ) PARCEL D: The north 124 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington; EXCEPT the west 33,0 feet thereof; ALSO that portion of the east 252 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, lying southerly of the north 124 feet of said subdivision and lying northerly of a line described as follows: (continued) • • PLAT CERTIFICATE SCHEDULE A Page 3 LEGAL DESCRIPTION, continued: Beginning at the southwest corner of said Section 10; Thence north 1650.00 feet; Thence east 660 feet; Thence north 175.00 feet to the TRUE POINT OF BEGINNING of said described line; Thence west 252 feet, more or less, to the west line of the east 252 feet of said subdivision and the terminus of said line. PARCEL E: That portion of the north half of the southwest quarter of northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County Washington, lying within the following described premises; Beginning at the southwest corner of said Section 10; Thence north 1650 feet to the TRUE POINT OF BEGINNING; Thence east 660 feet; Thence north 175 feet; Thence west 252 feet; Thence south 159 feet; Thence west 408 feet to the west line of said Section; Thence south 16 feet to the TRUE POINT OF BEGINNING; EXCEPT the west 30 feet for road. PARCEL F: The north 110 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; END SCHEDULE A The Vineyards Project Area Summary 3/20/2001 Lot Number Lot Area or Area ID SF 1 5,316 2 5,250 3 4,317 4 5,231 11Cry I 5 6,859 APR 17 2001 6 4,688 4,254 RECEIVED 8 3,559 9 3,880 10 3,880 11 3,880 12 3,880 13 3,880 14 3,880 15 4,548 16 4,800 17 4,800 18 5,475 19 4,626 20 4,535 21 5,097 22 4,200 23 4,200 24 4,200 25 4,200 26 4,200 27 4,200 28 4,200 29 4,200 30 4,120 31 6,809 32 7,539 33 5,585 34 3,911 AEC#9838 1 of 2 The Vineyards Project Area Summary 3/20/2001 Lot Number Lot Area or Area ID SF 35 4,450 36 3,793 37 3,800 38 4,729 39 4,731 40 4,733 41 4,736 42 4,937 194,108 Average Lot 4,622 Tract A 22,707 Tract B 8,013 Tract C 11,211 Tract D 17,650 Tract E 6,547 Roads 58,492 Total Project Area 318,728 AEC#9838 2 of 2 I i CONSTRUCTION MITIGATION DESCRIPTION The applicant proposes to begin construction in August of 2,000 and complete roadway and infrastructure construction in October of 2000. The hours of opperation will likely be from 7:30 AM to 8:00 PM. There are no specialty hours of operation proposed by this project. Construction access to the site will be to Union Avenue NE over the existing gravel driveway just to the south of NE 6th Place. Erosion and Sedimentation Control measures including filter fabric fence, rocked construction entrance, water for dust control and street sweeping will be utilized to minimize dust and control erosion and sedimentation. Mitigation for construction related traffic impacts will include utilizing flaggers to control traffic. Minimal disruption to traffic is anticipated as a result of construction of this project. Due to the anticipated minimal impact to traffic as a result of construction, a preliminary traffic plan is not waranted. If conditions arise that indicate requirement for a traffic control plan, one will be designed and submitted to the city for review. • I , 41\NG N1 p40 p Belmont Homes,Inc "The Vineyards" Peliminary Plat Application ', r • • C•< :<'OF''RE O »>< `` _ l<><_> <}'<<<li'<` :<.. r`< <� ��`5� •l. .Ili.:::.:�:.:>::::><::>:.::<:r.::.::�'.;::.:';.:::.::;::.;:.::.:::;;.>:'.:::;.::::.:>:.:.: :!:.$�,i:i$.':•::':{:'r:::;:•,:ii+?:•:F%i:<t r:•T:!� :•:�:•,�ii t�i:•:•?:•:ti rijiii ............. . LI °I: : R: . T N SI{ (Syme ` • DEVELOPMENT PLANNING CITY OF RENTON STATE OF WASHINGTON ) • MAR Q 3 206E COUNTY OF KING ' ) RECENED /Z,/5 ( I/R/ST/A,NSE/'1 , being first duly sworn on oath, deposes and says: • 1. On the 6 day of /I'I ARc.H , 2000 , I installed 2 public information sign(s) and plastic flyer box on the property located at see. AT rAcNED • for the following project: -He YMv6Y.9/rpS Project name Bob //1/6NZL Owner Name • 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s)was/were constructed and installed in locations in conformance with the requirements of hap er 7 Title 4 of Renton Municipal Code. • Installer Signature • • SUBSCRIBED AND SWORN to before i b" day f I-/A!'C.,I4 , 1000 • CHERYL L. 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(41-ERITAGE ,F. b 21o.sr, co N •:_16.uNITs-g.. FOREST ; _ r a; 104_ r� �� 1 �A CONDO �,• I I '� 06 2 9.99 F a 28 T 1 I a I °° (4) . .�I I f r 1 0 I/ er a QI SP.064-83 ! -,_J. �-v""'lr�J I 1 2.89 Ac. •/b9 v'•'I 225.99 • _ B7 1I 165 �i-e'--R+9.91C- 1 1 0---1 r 7 iN 324.04 I 324.07_ _ I P.1RK 1 �,;, 0.�AG. 29 ,,, ;i • L 124.03--. I 75 88 srAT/ON�I I . • U 1 I � I: .3 r II I�I Q 1 . 200.69 l'ilI 1 I s4 , r-�, (I) ,1 . _ 44 a I ! . �' 1$ U ION AVENUE• � II I i N SAFEWAY Tiil _ ' 1 ; )4,..:.. . _ _ .�DO 1�AJS Sr..- V 6 it ® ,, I Qi1_\• 1 , YI I .. i..\ 11• 11 - a.m I_ .Ni-�7l l m:. ... .... F. ../...........,t...: .. .. : .� ... .. ...rr.: ..:.t .,t�:rSrx�r cC':S!.ti�iu .. .. ..>.......:..... ..n... .. t �. .. .:... ..... ...::.... ..... .. .. .. ,. .. C>,yrr<;r4fi';�.f/,. ';3':'��\ .fc,''ty. <I.«�.:.�..::.:::r::.>:.,.:.....<..:::.. .........>...... .. LOP , . IO .:..:,. ,�..:: ,.,.. . ... DE�YE MENT SER�I.CES»DINTS . .N... '.:.::: a.. tsAifkk ,r.....,o..,.:.o........ ..:.:.. . ..... :...... : .... . . : :.:.,..::..,,o......::,.,..>.: ,.;...:.., ...,,,.....: <:2:::::. s::::tr!tk, r:xs,,}!.'"�', ��3:i>:. ...ii ..... .................�. ...a..! :. .. ................... :...... .. r .. ... ..,.t.......c... ..... . am ........... .......a .....v.. ,v..,:. ,.... .>ii.rr.:t»o»,.,,.�tey.:��.Ynv.:;>'..:tr,::C. .x.j':'x::'r , ...... ..... .. .. ..r:............,. ..:.......f3w...:.,. r ,. ..is'.. ..,r. .,.:::ti..xfo.. .,.t.. S:<•a`: :. .. ... .:. :: :.. :+.. .3 Satft.. ::tJi ;rhkri .;AY...3>. £Y PURPOSE OF CHECKLIST: The State Environmental Policy Act(SEPA),chapter 43.21 C RCW,requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS)must be prepared for all proposals with probable ' significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal,if it can be done)and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases,you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer,or if a question does not apply to your proposal,write"do not know"or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations,such as zoning,shoreline,and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON PROJECT PROPOSALS: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply". IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words"project","applicant";and"property or site" should be read as "proposal", "proposer",and"affected geographic area"respectively. A. BACKGROUND 94 b ,40/ l. Name of proposed project,if applicable: The"Vineyards" I '��,�s • • 2. Name of Applicant: Bob Wenzl/Belmont Homes,Inc. "" 3. Address and phone number of applicant and contact person: Applicant: Bob Wenzl Contact Person: Cheryl Girard Belmont Homes,Inc. American Engineering Corporation P.O.Box 2401 4032 148th Avenue NE Kirldand,WA 98083-2401 Redmond,WA 98052 4. Date checklist prepared: 3/26/2001 (Originally prepared 1/2000) • 5. Agency requesting checklist: City of Renton, Development Services Division 6. Proposed timing or schedule(including phasing,if applicable): • Begin construction August of 2000 and complete infrastructure construction in October of 2000. 1 of 13 Environmental Checklist 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal? If yes,explain. After roadway and utilities,the construction of 42 Single-family Homes(detached or semi-attached),no further plans. 8. List any environmental information you know about that has been prepared,or will be prepared,directly related to this proposal. Wetlands Report/Delineation(Terra Associates) Off-site Analysis(as part of Drainage Report)(American Engineering Corp.) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. None that we are aware of. 10. List any government approvals or permits that will be needed for your proposal,if known. Clearing and Grading Permit,Construction Permit for Roads and Drainage Wetland Restoration Plan 11. Give brief,complete description of your proposal,including the proposed uses and the size of the project and site. Belmont Homes Inc. Proposes,through subdivision process,to create 42 single-family residential lots on the property currently existing as 6 tax parcels all zoned R-10. There are a total of 5 homes that will be demolished on the project site. There are 3 wetlands Identified on the project site. Previous filling and grading activities appear to have encroached on the wetland adjacent to Union Avenue NE. Access is proposed via an extension of NE 6th street which connects to Bremerton Avenue NE. ROW will be dedicated for Public Roads. Onsite wetland enhancement is proposed. Sanitary Sewer connection proposed at the corner of Union Avenue NE and NE 5th Street. Water main will be extended to loop between NE 6th and Union Ave NE.Total project size: 318,728 sq.ft. Or 7.32 Acres — 55,169 sq.ft.(Onsite wetlands and buffers) — 58,492 sq.ft.(Proposed roads)= 205,067 sq.ft. Or 4.7 Acres Developable Area Remaining. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address,if any,and section,township,and range.if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Approximate address:505 Union Avenue NE,Renton,Washington Location: SW 1/4; Sec. 10; Twp. 23 N.; Rge. 5 E TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site(circle one): Flat, rolling, hilly, steep slopes, mountainous, b. What is the steepest slope on the site(approximate percent slope)? Approx. 15% in a previously disturbed area 2 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY c. What general types of soils are found on the site(for example,clay,sand, gravel,peat,muck)? If you know the classification of agricultural soils,specify them and note any prime farmland. Aldenvood gravely sandy loam (Soil Survey of King County Area, Washington, U.S. Soil Conservation Service, 1973.) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,describe. None are apparent. By looking at King County Sensitive Area's Map Folio(December 1990)it is estimated that there are no erosion hazard areas,landslide hazard areas or seismic hazard areas on the property or within the immediate vicinity. There are no steep slopes that could be observed from site visits or by looking at a topographic survey of the site(see site plan) e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. Site grading will be required for roads,future home sites,and effective drainage control per the Drainage Report and Grading Plan submitted as part of this preliminary application. Approximately 13,400 CY of excavation and 13,050 CY of fill are required for this project. It is likely the balance of 350 CY of extra material will be wasted on site in landscape areas or hauled off site and utilized in a legal filling operation. The on site material is suitable for road subgrade and single-family residential construction. f. Could erosion occur as a result of clearing,construction,or use? If so,generally describe. Some erosion could occur as a result of clearing and grading activities;during road construction; as well as in the future,during construction of homes. There is no erosion expected as a result of"use"once roadways are installed and construction is complete. Any erosion of temporarily exposed soils will most likely be as a result of precipitation. g. About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Per the Drainage Report 3.56 acres will be covered with impervious surfaces approximately 50% of the total area of 7.32 acres. h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: Temporary erosion control and Best Management Practices (BMP) should be followed by contractors during clearing, grading, and "construction" as set forth by the City of Renton. Exposed surfaces not covered by homes,driveways or roads will be covered by landscaping and landscaping materials to prevent erosion once the project nears completion. 2. AIR a. What types of emissions to the air would result from the proposal(i.e.dust,automobile,odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. The project will most likely emit some dust and exhaust from machinery into the air. There will be automobile exhaust emissions as and result of the completed project. 3 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Union Avenue NE could be considered a possible source of off-site emissions,as it is an arterial. Neighboring Roads could also be considered off-site sources of emissions. It is our opinion, however,that none of these sources of off-site emissions will adversely affect the project. c. Proposed measures to reduce or control emissions or other impacts to air,if any: Temporary measures to reduce and control emissions are proposed for during construction,but none are proposed once the project is complete. BMP's\Aill be practiced during construction. For example watering during clearing and grading to reduce dust emissions. Machinery exhaust will only be temporary and no measures are proposed. No measures are proposed for reduction of automotive exhaust emissions produced by residents of completed project. 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate,state what stream or river it flows into. There are three wetlands identified on the site. Two share a common drainage path draining to the south. The wetlands are piped south under NE 5`h St, under Union Avenue Safeway Business Park(BSP)and under NE 4th Street and resurface in the lots across NE 4`h Ave opposite the Union Ave.Safeway BSP(to the south);the flow continues south into an unclassified stream and eventually into the Cedar River(King County Sensitive Area's Map Folio (December 1990). There is an off-site wetland to the East (approximately 0.5 miles from the site)that is designated in the King County Sensitive Area's Map Folio(December 1990). The other on site wetland is located at the SE corner and is a class 3 wetland less than 5,000 sf in size and is proposed to be filled as part of this project. 2) Will the project require any work over,in or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. The wetlands in the northern portion near the terminus of Vashon Avenue NE has a buffer width of 25 feet(based on an agreement with the City of Renton). Based on this 25 foot buffer homes in the northern section will be built no closer than 25 feet from the wetland. As mentioned above,the class 3 wetland near the SE corner of the site will be filled as part of this project. The other wetland located north of the terminus of the extension of NE 6th Street has a buffer requirement of 50 Feet. Based on this 50 foot buffer homes/drainage improvements will be built no closer than 50 feet from the wetlands. The project is not anticipated to have any affect on the off-site wetland 0.5 miles to the east. 4 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. A small wetland is proposed to be filled on the Southeast(Vineyard Court)portion of the proposed project. This wetland is a"Class 3"wetland but below the 5,000 sq.ft. requirement for consideration as a significant wetland. Illegal fill previously placed in the wetland north of the terminus of the extension of NE 6th Street will be removed from the wetland and the wetland restored. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose,and approximate quantities if known. None 5) Does the proposal lie within a 100-year flood plain? If so,note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No discharge of waste materials to surface water is anticipated as a result of this project. Some automotive wastes may accumulate on road surfaces and enter stormwater run-off during periods of precipitation. Storm-water quality treatment and detention with controlled release,is proposed for the roads and residential development associated with this plat to limit/avoid any discharge of waste materials from run-off into surface waters. b. Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose,and approximate quantities if known. No groundwater will be withdrawn. Project will be served by City of Renton Public Utilities. There is no anticipated artificial discharge of water into ground. Some rainfall that seeps into the ground may become groundwater that occurs as part of a natural process. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources,If any(for example:Domestic sewage;industrial,containing the following chemicals...; agricultural: etc.).Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable),or the number of animals or humans the system(s) are expected to serve. The project will be served by City of Renton Public Utilities. No septic systems are proposed. 5 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY c. Water Run-off(including storm water): 1) Describe the source of run-off(including storm water)and method of collection and disposal, if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Run-off including storm-water from roads and residences will be collected into the project's proposed storm-water management system. This water will be piped into a detention vault located in Drainage Tract"B"for controlled release into the adjacent portion of Wetland Tract"A"in the SW corner of the project. 2) Could waste materials enter ground or surface waters? If so,generally describe. Some machinery fluid drips may join with surface waters during clearing,grading and construction. Automotive fluids and byproducts may be deposited on roads and other paved surfaces(driveways)in connection with the completed project. These relatively small amounts of automotive fluids and byproducts will be collected by the proposed storm drainage system and treated for water quality in the proposed drainage system. d. Proposed measures to reduce or control surface,ground,and run-off water impacts,if any: Best Management Practices will be used during clearing grading and construction activities to keep surface,ground and run-off water impacts minimal. Water quality treatment and detention are proposed as permanent measures to control/limit surface,ground and run-off impacts. 4. PLANTS a. Check or circle types of vegetation found on site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass Pasture,crop or grain X wet soil plants:cattail,buttercup,bulrush,skunk cabbage,other water plants: water lily,eelgrass,milfoil,other X other types of vegetation: blackberries,salmon berries b. What kind and amount of vegetation will be removed or altered? The majority of vegetation on the site will be removed with the exception of the wetland areas, some of which will be subject to alteration through elimination or(in the majority) restoration. Significant trees will be saved as called out in the"Tree Cutting/Land Clearing(tree inventory) Plan"prepared for the preliminary plat. c. List threatened or endangered species known to be on or near the site. None that we are aware of d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: Restoration and Preservation of Wetlands. 6 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY 5. ANIMALS a. Circle any birds and animals,which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds., other: Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None that we are aware of. c. Is the site part of a migration route? If so,explain. The Puget Sound is part of the Pacific Flyway. Birds that inhabit the area vary seasonally due to migrations. There are no significant attributes of the proposed project site(besides wetlands) that would constitute a particular attraction for migratory birds,and it is not contiguous with a larger,permanently preserved migratory bird habitat area. d. Proposed measures to preserve or enhance wildlife,if any: The wetlands are minor in size,wooded,and provide limited sanctuary for migrating waterfowl. The wooded areas of the wetlands would provide limited sanctuary for birds and are of low significance. (note:the majority of these wetland areas are to be preserved and restored as part of this project proposal). 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manufacturing,etc. Electricity will be used for the homes primary energy needs for manufacturing,constructing and as finished energy supply. Natural gas may be used for heating. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. By maintaining Wetlands,tall trees found on those wetlands may cause some blocking of Sunlight and may prevent use of solar energy by some adjacent properties. There is no current solar energy use by adjacent parcels that we have observed. Other physical(constructed)elements of the project are not expected to prevent the use of solar energy by any adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: There are no energy conservation features included for the plans of this proposal besides the construction of Energy Efficient homes as part of this project. 7 of 13 Environmental Checldist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. None that we are aware of. 1) Describe special emergency services that might be required. No special emergency services are expected to be required only typical neighborhood emergency services i.e.fire,police,and medical. 2) Proposed measures to reduce or control environmental health hazards,if any: To avoid introduction of any environmental health hazards,this project will be designed built and constructed to the codes and standards of the City of Renton. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment,operation,other)? Noise from traffic on Union Avenue NE and other surrounding streets,as well as noise from construction on adjacent properties can be considered possible sources of noise that may affect the project but none of these are expected to adversely affect the completed project. 2) What types and levels of noise would be created by or associated with the project on a short- term or a long-term basis(for example: traffic,construction,operation,other)?Indicate what hours noise would come from the site. Short-term sources of noise will be from machinery and noises associated with construction as well as vehicular traffic accessing and leaving the project during construction.Noise during allowed construction hours per City of Renton regulations. Long-term sources of noise will result from daily automobile traffic accessing and leaving the completed project. 3) Proposed measures to reduce or control noise impacts,if any: Construction will take place during allowed construction hours per City of Renton regulations. No other measures,are proposed to control short-term noise impacts. There are no measures proposed to control or reduce long-term impacts. The long-term impacts associated with the completed project (automotive traffic) do not merit any reduction or control measures other than those associated with transportation fees assessed to homeowners and developers. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Site has 5 single-family residences, the majority of which are dilapidated and in disrepair. Adjacent properties include single-family homes and condominium development 8 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY b. Has the site been used for agriculture?If so,describe. Not that we are aware of c. Describe any structures on the site. 5 houses,dilapidated or in serious need of repair. Averaging less than 1,500 sq.ft. d. Will any structures be demolished?If so,what? All of these 5 houses are to be demolished as part of this proposal. e. What is the current zoning classification of the site? R-10 f. What is the current comprehensive plan designation of the site? RO —residential option g. If applicable,what is the current shoreline master program designation of the site? The proposed project is not within a current shoreline master program area. h. Has any part of the site been classified as an"environmentally sensitive"area?If so,specify. Wetlands identified by"City of Renton Lakes,Rivers and Streams,Wetlands and Stream Reach Labels"map(Feb.23,1999) i. Approximately how many people would reside or work in the completed project? Approximately 180 people would reside at the completed project. j. Approximately how many people would the completed project displace? The 5 houses to be demolished are not in use and therefore the project will not displace any people. k. Proposed measures to avoid or reduce displacement impacts,if any: No measures are proposed. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Development according to City of Renton Codes,Zoning,and Comprehensive Plan designations 9 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY 9. HOUSING a. Approximately how many units would he provided,if any? Indicate whether high,middle or low-income housing. 42 single family residential units will be provided. Middle to low income. b. Approximately how many units,if any,would be eliminated?Indicate whether high,middle or low-income housing. 5 units will be eliminated. Not in use but could be considered low income housing. c. Proposed measures to reduce or control housing impacts,if any: None are Proposed. 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas: what is the principal exterior building material(s)proposed? Heights of proposed structures are not yet available but will not exceed the height allowed by the City off Renton Development Standards and Zoning Designations. No proposed exterior building materials are available at this time. Materials will be of good quality,aesthetically pleasing and will conform to City of Renton standards. b. What views in the immediate vicinity would be altered or obstructed? There are no views in the immediate vicinity. c. Proposed measures to reduce or control aesthetic impacts,if any: Homes will be aesthetically pleasing and built to code. Lots and common spaces will be landscaped with the completion of homes. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce?What time of day would it mainly occur? No significant glare or light is expected to be produced as a result of this project.The only type of light or glare that is expected to be produced,that could possibly be considered,is minimal and will be the result of traffic entering and leaving the project site. This light or glare will be produced during dark A.M.hours and evening/night time hours. b. Could light or glare from the finished project be a safety hazard or interfere with views? • The light or glare produced from the finished project is not expected to cause any safety hazards. There are no views to be interfered with. 10 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY c. What existing off-site sources of light or glare may affect your proposal? None that we are aware of. d. Proposed measures to reduce or control light or glare impacts,if any: No measures are proposed to reduce or control light or glare impacts. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Kiwanis Park north of site on Union Avenue NE.(Approx. 0.3 miles) b. Would the proposed project displace any existing recreational uses? If so,describe. No,none that we are aware of. c. Proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: No measures proposed to reduce or control impacts on recreation. "Public Open Space",Tract "C"will be dedicated for public use as a future pedestrian connection to Union Avenue from the existing residential developments lying east of this project. 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. None that we are aware of after having contacted State Historic Preservation Office. b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None on the site. c. Proposed measures to reduce-or control impacts,if any: None Proposed 14. TRANSPORTATION a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Access via extension of NE 6th St. (East/West) head East,connection to Bremerton Avenue NE (north/south)head South to NE 4th St.(East/west)head west on 4th turns into NE 3rd St.,head West to I-405 underpass. 11 of 13 • Environmental Checldist TO BE COMPLETED BYTHE APPLICANT EVALUAT AGENCY U b. Is site currently served by public transit?If not,what is the approximate distance to the nearest transit stop? The nearest transit stop is approximately 0.25 miles from the site. Metro bus routes 908,909,111, and 114 make stops near the corner of NE 411'Street and Union Avenue NE. c. How many parking spaces would the completed project have? How many would the project eliminate? There will be an estimated 2 outdoor spaces per home plus 2-car garages. With a total of 42 homes there will be an estimated 168 parking spaces provided,not including the possibility of on- street parking. Spaces from 5 existing houses will be eliminated when houses are demolished and grading and clearing takes place. There are no designated parking spaces but based on the maximum number of vehicles allowed to be parked on a single-family property,that number being 4,it can be estimated that 28 could be considered as being eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways?If so,generally describe(indicate whether public or private). Yes. The proposed project will require the extension of NE 6th Street,west to serve as a main access. The extension of NE 611'Street will continue west to a public turn-around terminus where an emergency vehicle access will be provided to Union Avenue NE. Vashon Avenue NE will be the north-south public street constructed as part of this project. All new roads will be dedicated to the public. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. Based on an estimated standard of 10 trips per household per day,approximately 420 trips will be generated per day. g. Proposed measures to reduce or control transportation impacts,if any: None proposed. Possible traffic mitigation fees. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services(for example: fire protection,police protection,health care,schools,other)?If so,generally describe. There will most likely be some increased need for public services as a result of the proposed project. These include fire protection,police protection, emergency medical, health care, and • public schools. The project proposes 44 residences housing an estimated 4.3 persons per household. 12 of 13 Environmental Checklist TO BE COMPLETED BY THE APPLICANT EVALUATION FOR AGENCY USE ONLY b. Proposed measures to reduce or control direct impacts on public services,if any. Project roads will be designed to permit emergency access and turn-around. No other measures are proposed to reduce or control impacts. There may be project mitigation,for both public roads and public services. Extra taxes may be assessed as well. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project,the utility providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed. Type: Provider: Type: Provider: Phone: US West Communications Gas: Puget Sound Energy Services Electric: Puget Sound Energy Services Refuse: Waste Management NW Sewer: City of Renton Water: City of Renton Sanitary sewer connection proposed near Corner of Union Avenue NE and NE 5th Street. Water main will be extended to loop between NE 6`h and Union Avenue NE. C. SIGNATURE I,the undersigned,state that to the best.of my knowledge the above information is true and complete. It is understood that the lead agency may with draw any declaration of non-significance that it might issue in reliance upon this checklist should there y willful misre rese tation or willful lack of full disclosure on my part. Signature of Person Preparing Checklist: v Name Printed: Cheryl Girard Date: 3/27/2001- 13 of 13 ' 11 4� d� '4 if? „ PRELIMINARY PLAT OF THE VINEYARDS ( 49 CONSTRUCTION MITIGATION DESCRIPTION cvi CITY OF RENTON LUA00-029 The applicant proposes to begin construction in September of 2,001 and complete roadway and infrastructure construction in November of 2001, weather permitting. The hours of operation will likely be from 7:30 AM to 8:00 PM as allowed by the City of Renton Code. There are no specialty hours of operation proposed by this project. Construction access to the site will be to Union Avenue NE over the existing gravel driveway just to the south of NE 6th Place. Erosion and Sedimentation Control measures including filter fabric fence, rocked construction entrance, water for dust control and street sweeping will be utilized to minimize dust and control erosion and sedimentation. Mitigation for construction related traffic impacts will include utilizing flag persons to control traffic. Minimal disruption to traffic is anticipated as a result of construction of this project. Due to the anticipated minimal impact to traffic as a result of construction, a preliminary traffic plan is not waranted. If conditions arise that indicate requirement for a traffic control plan, one will be designed and submitted to the city for review. Revised March 26, 2001 • • Belmont Homes,Inc "The Vineyards" Peliminary Plat Application PROJECT NARRATIVE DFVE1.ob Name: The Vineyards CITM FN Size: 305,479 Sq. Ft. or approx. 7.01 acres MAR 0 3?a FlECEI v Ez Location: SW A Sec. 10 Twp. 23 N. Rge. 5E East of Union Avenue NE, south of NE 7th Street, and North of NE 5th Street Zoning: site: R-10 adjacent properties: R-14, R-8, and C-5 Current Use: i•60 be.dernars-k€66 There are currently 5 single-family homes'located on the proposed subdivision site. Gravel driv provide access to the homes. There are little or no paved surfaces. Most of the homes are dilapidated and in disrepair. Much of the area around the homes has been cleared in the past a i is now overgrown by tall grasses and weeds and in some places blackberries. There is evidence i some past landscape planting, but it is limited to mainly the area around one home. Special Site Features: There are wetlands on the site. These are identified in the City of Renton Lakes, Rivers, and Streams, and Wetlands and Stream Reach Labels, Feb. 23,1999. Based on site visits and review o other City of Renton sensitive area maps as well as King County Sensitive Areas Map Folio, Dec. 1990, no other sensitive/hazard areas or special features were identified on site. A "Wetlands Report/delineation" was conducted as part of the preliminary plat application. The most significant wetlands are located in the Northwest and Southwest corners of the project. These wetlands are labeled as class 2 wetlands, a lesser wetland is located near the Southeast corner a is labeled as a class 3 wetland, but is less than 5,000 sq.ft. The Class 2 wetlands and their buffe occupy approximately 55,169 sq.ft. of the project site. A more detailed analysis of the wetlands available in the "Wetlands Report/delineation", submitted with the preliminary plat applicatio Soil Type and Drainage Conditions: The soil type is Alderwood gravelly sandy loam as identified in the Soil Survey of King County Area, Washington, U.S. Soil Conservation Service, 1973 maps. It is a moderately well drained s The wetlands' soils may deserve separate consideration. Soil analysis of the Wetlands was don part of the "Wetlands Report/delineation" and can be referenced. Belmont Homes,Inc. "The Vineyards" Preliminary Plat Appli, • • • • • • Proposed Use and Scope of Development (Project Description): • Based on the developable area remaining after the subtraction of public roads, as well as wetlands and their associated buffers from the total lot area of 305,479 sq.ft: , the developable area will equal approximately 214,325 sq.ft. or 4.9 acres. Applying R-10 zoing to the 4.9 acres yeilds a possible lot density of 49 lots. Belmont Homes, Inc. proposes through lot subdivision to create 44 lots for single-family homes. A westerly extension of NE 6"' Street onto the site is proposed to serve as access. The proposed lots • would be accessed via internal public roads. An emergency access from Union Avenue NE is also proposed. Right-of-Way will be dedicated for public roads. /pFQuEsPNa- Rsa1Cc'D ZiG/tT-0E- }' wIDM To F&IRT}' 7146 Fern-6.y2 PER R/r1 C .9_6.- oGoR3a. To pREus,n/ T GREAT/o til oP La7S LES S 7704.N TN DEPT/ " Lied/ ws use AR Lars i /cM Cod/eI..t/aT Proposed utilities include stormwater management, sanitary sewer, water, telephone, electricity, 0 CRE.KBL and cable television. Stormwater management includes, a collection system and detention wour• facilities, and connection to public storm-water system in Union Avenue NE, adjacent to the REnuc To �ICiS�BJ truk UB Southwest corner of the project. Sanitary sewer connection is proposed near the intersection of .�orv�+t1a De.A.is rI! Union Avenue NE and NE 5"' Street. Water-main will be extended to loop between NE 6"' Street and Union Avenue. Previous illegal filling and grading activities appear to have encroached on the wetlan.d in the Southwest corner of the property, adjacent to Union Avenue NE. Removal of illegal fill as outlined in the "Wetland Report/delineation", as well as restoration and enhancement of wetlands, is proposed. The class 3 wetland in the Southeast corner of the project site will be removed. It is below the 5,000 square foot minimum, to be considered as a significant class 3 wetland. The "Wetland Report/delineation" can be referenced for further review. Proposed single family residences will be one and two story wood frame structures, ranging in size from 1600 to 3200 square feet. The estimated lot coverage will likely approach 60%. All parking will be off street in 2 car garages or carports to be accessed from the proposed public streets. The total estimated construction cost of roadway and utility infrastructure is approximately $540,000. The likely "Fair Market Value" of single family residences to be constructed will range from $175,000 to $215,000. • Proposed site grading will•require approximately 12,000 cubic yards of material to be imported. The material will be suitable for road subgrade and single-family residential construction. Belmont Homes,Inc. "The Vineyards" Preliminary Plat Application v. Proposed Off-site Improvements: No major off-site improvements are proposed, with exception to the proposed connection to Public Sanitary Sewer and the proposed Water-main loop. Number and Type of Trees to be Removed: There are approximately 182 trees total on the project site with an average diameter of 20 inches. Approximately 84 of those trees will be removed. Refer to "Tree Cutting/Land Clearing (tree inventory) Plan" for exact tree types and locations of trees to be removed. Explanation of Any Land to be Dedicated to the City: • dedication of right of way for all public roads • dedication of Public,Open Space tract to City of Renton ("Tract C" shown on preliminary plat drawing). Belmont Homes,Inc. "The Vineyards" Preliminary Plat Application !,!:.11;:!:-.:!!!!!!!!!!!!! E • 1. Gross area property: 1. ? )r79' square feet 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. 1)/i7 square feet 3. Subtract line 2 from line 9 for net area (or total of lot areas): 3. gill,325. square feet 4. Divide line 3 by 43,560 for net acreage: • 4. 4, q acres 5. Number of dwelling units (d.u.) planned: 5. - T4/r units 6. Divide line 5 by line 4 for net density: 6. U618 d.u./acre #`14 lots would result in a net density of 'a QS dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions NNING ov C pY EllEgioN ViAR 2too DENSITY.DOC RECEIVE® .. AUG-05-1999 09:32 CITY OF RENTON 425 430 7300 P.01/01 /ELOPMgNT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE • APPLICATIONS ". REQUIREMENTS - Calculations, Survey, '•' Drainage Report 2 Elevations, Grading 2 '''''''' Existing Easements (Recorded Copy) 4 • • ''''''''''''' ' ..f.gi'i,......;;••';:•:!'r•)?:,!,,•;:f*:• '''' Floo Plain Map Floor Plans 3 ANO 4 ceotechnical Report • ''''''''''''''''''' '' Gradino Plan, Conceptual 2 • King County Assessors Map Indicating Site 4 , Legal Description 4 • — •List of Surrounding Property Own,ersd • • • Mailing Labels for Property Owners • • ''': • • K40'..6Cx1S11'•rVit .:.YP09111911 .49. Master Application Form 4 it lonument ex; ••s'• ' Parking, Lot Coverage & Landscaping . . Analysis a • ' Postage 4 • Public Works ; „ • • •.• .• ..:'; • '• •• ••••••••:i.: -•.••••.• Approval Letter Title Report or Plat Certificate 4 T • •Map• • (g nn 1 n ) CPYgr7P11Y.:; ..‘-'.--f 3 •„ " " Traffic StUCY 2 I ,,0 vtv . , .. . . . . Tree„cuttinciNeg etatior, Clearing plehi4 • •. Utilities Plan, Generalized 2 • '' •••; :' •' '" •"' :••••. ::•••• •••••.:. • .••• . 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O, IIIIIr -E • I 1 0 1� l '~ / _ '' \\ i CA - L 7 � N89'4 -7' _ -_$'D f=-- --- - _- et * ' rl• /// /2`, N ,ow 6 �R„ � `'.D g 9 t 01 `r �� wiw r • ) w �' 8,.„. . o,,,,,,,t i„.,,D m4 ( IE3 V,-„5A / 11 28 \ 00 h� �0 JL_N8.__.-- w A36f WI N r�iw w 1 1 (7 . Rio I J IWL- II *I 1 U DP-1 1 VI /‘ in I4 N89'43'21"E \ • VVL-3A C J 92.65' 14"D PC a +20.,8 J ( •,� 21 \21 • z`w 1 03 ( -r 0 1 1 f V . } - WL-2A i w __ I N89'43.21"E -_ z 0°.r� T— 95.00• / - . • '13.39"Wi.36 5 -1 A I 1__._�' I I I IF PUBLIC f3RE�J vsPACc �-°.. "�" C �'p I o / i � 1 �/ / N88'13'39"W 368.55 I �_ -189'43' __- "_ 4.,.,'y�"4 / / 7 105.00' z V` to •'►- 1 D Iz PO / O rn / IcC it, �' / v: ococovrnn � c,+ a � o �van � o) va► w .) ( - _ \ I -1,/-* N89'43'21"E 7-1/ -4 1 • s 7� • • • r ryOFRE ''FCE'11..f. I- ' JUL 01 1999 MEMORANDUM ``"',�Ou`v,Lti,,„.Y . DATE: TO: Construction Services, Fire Prevention, Plan, Review, Project Planner . • • FROM: Jana Hanson, Development Services Division Director Sf SUBJECT: New Preliminary Application: P oj Lnfcs P-q III (linvnhow.u)c n.a 3- LOCATION: 5'/oc�, ,9nign Av,e /v 41 W- B/,, /jjko P1 / PREAPP NO. 91- A meeting with the applicant has been scheduled for //:CO , Thursday, l,C /5 , in one of the 6th floor conference rooms (new City Hall).`jf 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 formal land use and/or building permit application submittal. Please submit your written comments to ) L / 'ei> /t/i%CJ/Q at least two • (2) days before the meeting. Thank you. • 744 y Preapp2 • • CITY OF RENTON • FIRE PREVENTION BUREAU . MEMORANDUM DATE: July 2, 1999 TO: Laureen Nicolay, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: The Vineyards, 500 Blk of Union and Vashon Pl. NE • Fire Department Comments: • 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 structure. We will need the square footages of the Multi-family structures to determine Fire Flow requirements. d ply 4/44 2. A fire mitigation fee of$488.00 is required for all-new single-family structures and $388.00 for each unit in the multi-family structures. jekk 3. Fire Department Ordinace requires a second means of access to the multi-family complex. The main access needs to meet the City Street standard requirements as to width and parking. 4. All buildings in the multi-family complex are required to have central station monitored fire alarm systems. Please feel free to contact me if you have any questions. City of Renton InterOffice Memo To: Leslie Nishihira From: Kayren K. Kittrickk Date: July 12, 1999 Subject: The Vineyards PreApplication Review NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre-application • submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision • • makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 12-inch diameter water line in Union Avenue NE. In addition, there is a 12-inch diameter water line stubbed to the eastern property line at NE 61.1; Street. In addition, a 12-inch diameter stub is located along the northern edge of the property from an easement. An 8-inch diameter stub is located in an easement to the southerly property line from NE 5th Street which will not be required to be looped into the system. 2. This parcel is in the 565 pressure zone. The derated fire flow in the vicinity is modeled at a range of 2500 to 4500 gpm depending on the line size, with a static pressure of 70 psi. There may be one or more fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the building. 3. This parcel is located in Aquifer Protection Zone 2. Sla 4. The Water System Development Charge (SDC) will apply at a rate of$5O per additional single family unit. SANITARY SEWER 1. There is an existing 8-inch sanitary sewer manhole at the eastern edge of the property at NE 61h Street. The sanitary sewer in Union would require extension to an access point to the site. The proposed easement access will only be allowed if there is a physical, engineering justified reason for its use. 2. Extension of the sanitary sewer from the northeast corner of the property will be required to a westerly point along the NE 6th extended and to the north for connection of an existing dry line. 3. The Sanitary Sewer SDC is triggered and will apply at a rate of$585 per additional single • family unit. • The Vineyards PreApplication Review 07/12/99 Page 2 SURFACE WATER 1. A level one drainage study is required. Retention/detention calculations in conformance with the King County Surface Water Design Manual are required for this project. Water quality treatment sized for the new impervious surfaces subject to vehicular access is required. 2. Some division of the surface water runoff may be allowed to maintain the wetlands. 2. The Surface Water SDC will apply at a rate of$385 per additional single family unit or on a square footage basis depending on the development. TRANSPORTATION / 1. The traffic mitigation fee of$75 per additional generated trip shall be assessed per single family home at a rate of 9.55 trips. ($75 x 9.55 x 19 = $13,608.75 ) The proposed condominium project will be assessed at a rate of approximately 6.5 trips per units. CO&'i�1� BG> 2. Full street improvements including,but not limited to paving, sidewalks, curb &gutter, street signs, channelization and street lights are required. 3. The Public Works Department may approve a reduction in the required right-of-way width for residential access streets to forty-two feet (42'). The minimum width for half street improvements is 35'. The condominium access shall be in accordance with prudent fire safety guidelines. 4. An access point to Union Avenue shall be required for this development. The access shown is sufficient that no turnaround is required. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. 6. A joint use driveway shall be required for proposed lots 9 and 10, and possibly Lot 8. PLAN REVIEW Si& 1. All plans shall conform to the Renton Drafting Standards, which are attached for reference. Also attached for general information are a fee reference sheet and the King County Storm Water standards as adopted by the City of Renton. 2. A construction permit is required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the Renton City Hall sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended to call 425-430-2566 for a fee estimate as generated by the permit system. CC: Neil Watts • • j � 1 I \• i CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: July 15, 1999 • ' TO: Pre-Application File No. 99-54 i �T FROM: Lesley Nishihira, Assistant Planner, x72704' SUBJECT: The Vineyards We have completed a preliminary review of the pre-application for•the above-referenced development proposal. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner,Zoning • Administrator, Board of Adjustment, Board of Public Works, and City Council). Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional review. I. General ' The subject property is located in the 560 block of Union Avenue NE and the 500-600 blocks of Vashon Place NE. The proposal is to develop 19 detached single family units and,29 multi-family townhouse units (48 units total)on a_7.18 acre site located in the R-10 zoning designation. The subject site contains three Category 2 wetlands. The existing structures on the site will be demolished. A previous pre-application meeting (file no. 98-73)was conducted on the single family portion of the proposal. II. Zoning/Development Standards Density Requirements. The subject property is located within the Residential- 10 dwelling units per acre (R-10)zoning designation. The density range allowed in the R-10 zone is a minimum of 7 to a maximum of 10 dwelling units per acre (du/ac). A density bonus of up to 13 du/ac is permitted if all units proposed are detached. Net density is calculated by deducting sensitive areas and public streets from the gross area of the property. The subject site contains three Category 2 wetlands as well as area to be dedicated to public right-of-way. The information provided includes the wetland buffer areas in the area to be subtracted from the gross area of the site. Only the area of delineated wetland is used for calculating • density. A wetland consultant will need to determine the amount of wetland area. The net density for the proposal will need to be recalculated when the total amount of wetland area, not including buffers, is determined. Dwelling Unit Mix. The goal of the R-10 zone is to permit a range of detached, semi-attached, and • attached dwelling units. The R-10 zone requires a minimum of 50% of the units to be detached or semi-attached. In other words, for every attached unit proposed at least one detached or semi- attached unit is required—provided the total number of units is within the required density range. Detached dwelling units include traditional detached single family houses as well as semi-attached units. Attached res,dences are allowed up.to 4 units consecutively attached and include townhouses and flats. The proposal,with 19 detached units and 29 attached units, does not satisfy the dwelling unit mix requirements of the zone—60% of the units are attached, exceeding the maximum 50% allowed. Minimum Lot Size Requirements. The R-10 permits only 1 residential structure per lot—which necessitates the subdivision of the property. Shadow platting may be used to satisfy this requirement provided the applicant is able to demonstrate that the eventual satisfaction of all development standards through future development is possible. If shadow platting is used to demonstrate the satisfaction of the R-10 development standards, the townhouse units will need to be condominiums • Pre9954\ • • • • under which individual title is established for the residential building and any associated private yards. Covenants addressing the density and unit mix requirements will be required of the project. The R-10 zone requires a minimumlot.size_oL3._00.0 sq_uare feet per unit for detached and semi- attached dwellings. A minimum of 2,000 square feet is required per attached unit. Detached or semi- attaacchec�. units require a minimum lot width of 30 feet for interior lots and 40 feet for corner lots. Lot width for attached townhouse units are required to provide each unit with a minimum 20 foot width in addition to the required side yard setback for the unattached side of the unit. All lots require a minimum depth of 55 feet. There is no maximum limitation on lot size, width or depth. Based on the information provided, the proposal appears to meet minimum lot size requirements. Minimum Setback Requirements. The required front yard setback in the R-10 zone is 20 feet, unless located along a street created after September 1, 1995 in which case the allowed setback is 10 feet for the primary structure. A minimum setback of 20 feet for garages is required regardless of the dafe the street was created. With the exception of units no. 14 & 18, the proposed townhouse structures appear to satisfy the front yard setback requirements. Both attached and detached units require a minimum setback of 15 feet for rear yards and 5 feet for interior side yards. Side yards along streets require a minimum setback of 10 feet for primary structures and 20 feet for attached garages accessed from the side street. For qny yard Qf an attached unit located adjacent to an R-8 zoned parcel, the required setback is a minimiimsf_25 feet. Proposed townhouse units no. 1 through 17 are located adjacent to R-8 zoned property. Although the townhouse structures appear to satisfy rear and side yard requirements (except units no. 15 & 17), the plan indicates an incorrect setback on the eastern and northern boundaries of the site. All required building setback areas are measured from the property lines to the nearest point of the structure and must be landscaped. As it is presented in the code (RMC section 4-2-110F), the required front or side yard setback along private streets is ambiguous. The Zoning Administrator has made a determination that the required front or side yard setbackalonci a private gtreet,should be mea` surec�trom the edge of the street save e s idt ells the back of the sidewalk, if one is proposed. This applies to bot •e ac e. and attached unit structures. Pipestem Lots. Pipestem lots are permitted provided the pipestem portion of the lot is less than 20 feet in width and does not exceed 150 feet in length. The pipestem portions of the lot(areas narrower than 80% of the required lot width or 24 feet in the R-10 zone)cannot be included in the total lot area or in the required front yard setback. This requirement, in addition to the rear and side setback • requirements discussed above, may affect the allowed building areas for some of the proposed detached unit lots. In addition, adjacent pipestem lots are required to have shared private access driveways established by easements and/or restrictive covenants. This may be required for lots no. 3, 4, 5 and 6. Parking: Detached and semi-attached units require a minimum of 2 off-street parking spaces per single family dwelling unit. Attached units of 3 or more require a minimum of 1.5 parking spaces per unit as well as 1 guest space for every 4 units. Based on the information provided, staff was unable to determine if the proposal provided adequate parking areas (e.g., number and size). Access. Private residential streets are required to have a minimum width of 26 feet with 20 feet of pavement width. Private streets are permitted to serve up to 6 lots with no more than 4 not abutting a public right-of-way. An interpretation of how the street standards apply to shadow lots may be necessary. It is likely that the proposed number of shadow lots exceed limitations for private street standards. Developing the number of shadow lots proposed may require the dedication of public right- of-way for a residential access street. If the number of shadow lots Is reduced to meet private street standards, the shadow lot lines will need to include the private street as an easement. If proposing a private street, Fire Department requirements include providing a secondary means of access having a minimum pavement width of 20 feet connecting Union to the proposed Vashon Place. This may require obtaining an additional 4 foot easement for the connecting gravel road as well as the elimination of structures located within the access way. Sprinklers, alarm systems, and permanent markings of fire lanes may also be required. Additional Standards. Building height is limited to 2 stories or 30 feet. For detached and semi- attached units, lot coverage by buildings is limited to 50% and total impervious area is limited to 60%. Pre9954\ l • Townhouse unit structures are limited to 70% building coverage and 75% Impervious surface area. The information provided did not include building footprints areas, lot area, or impervious surface areas so staff was unable to analyze the proposal's compliance with these requirements. III. Environmentally Sensitive Areas There has been illegal fill and contamination of soils in the wetland areas located in the southwest portion of the site (tract A). The wetland area in the north end of the site has also been disturbed. The clean up and restoration of all disturbed wetland areas will be required pursuant to orders from the Department of Ecology and the City's Code Compliance Section as part of the land use application. The necessary restoration cannot be counted towards any proposed compensation or mitigation included in the proposal. . .. A wetland report and delineation prepared by a wetland biologist will be required with the formal land • use application. The report will need to identify wetland areas, category types, necessary buffer areas, and provide more information on any proposed compensation or enhancement plans. In addition, the delineation should identify the entire wetland boundary, on-site and off-site, in order to accurately evaluate buffer areas relative to the proposed development. A variance from the wetland regulations may be required for the proposed emergency turn around encroachment into tract A. IV. Application Requirements • The proposal will require Environmental (SEPA) Review, Site Plan Review, and Preliminary Plat land use permits. All three can be reviewed concurrently under one application package in an estimated • time frame of 16 to 20 weeks for preliminary approval. After completion of Environmental Review,the proposal would go before the Hearing Examiner for recommendation on the Site Plan and Preliminary Plat to the City Council which issues the final decision. All required improvements will need to be Installed and application for final plat approval will need to made before the plat can be recorded. The land use application fee is estimated at $3,500, plus $0.33 per mailing label required for notification to surrounding property owners. Please see the attached lists of submittal requirements for more detailed information. Impact Mitigation Fees. The following mitigation fees will be required prior to the recording of the plat: 1. A Parks Mitigation Fee of$530.76 per each new single family unit and $354.51 per each new multi-family unit; 2. A Transportation Mitigation Fee of$75 per each new trip created by the project; and 3. A Fire Mitigation Fee of$488 per each new single family unit and $388 per each new multi-family unit. . cc: Jennifer Toth Henning • • Pre9954\ — .,• .� • CITY OF RENTON ECONOMIC DEVELOPMENT, NEIGHBORHOODS,AND STRATEGIC PLANNING MEMORANDUM ►ATE: July 13, 1999 !'O: Laureen Nicolay ROM: Rebecca • TAFF CONTACT: Lisa Grueter(ext. 6578) UBJECT: The Vineyard—RO/R-10 Zone be site is designated Residential Options in the Comprehensive Plan. The attached policies are the lost current,and include amendments from 1998. 'olicy LU-54 states a maximum of 50% of units in an individual RO development may consist of ttached units. The proposed development exceeds this percentage with 29 of the 48 units being• ttached townhouse units(60%). olicies LU-43 and LU-44 describe that"central place public amenities"should be provided, such as ublic squares, open space,parks, and civic uses. The proposed development does not incorporate a entral place amenity based on the current preliminary plans. The two distinct areas of the evelopment could be coordinated with a central place amenity. 'olicy LU-55 indicates that development should be compatible with existing development patterns. ►n alternate layout having the detached units to the north and the attached units to the south could otentially provide greater compatibility to The Orchards Division 1 which has detached dwellings, nd to the condominiums and other attached dwellings near NE 5th Street. 'he Land Use Element policies encourage interconnectedness of neighborhoods through road and 'edestrian pathway networks. If the Plan Review Section perceives a greater public benefit in onnecting NE 6th Street to Union Avenue, the policies would support such a decision. ,Iternatively,the policies would support a pedestrian connection between the proposed development nd Union Avenue. 'olicy LU-70. Streets, sidewalks, pedestrian or bike paths in a neighborhood development should be !rranged as an interconnecting network. The extensive or predominant use of cul-de-sacs and pipestems hould be discouraged for new development. A `flexible grid"pattern of streets and pathways should be rsed to connect adjacent and future development. potential issue for interpretation relates to the number of"shadow lots" that can be associated with i private road. See RMC.4-2-110F,Number of Residential Structures per Lot, and Plats or Shadow 'lats. lso, some townhouse setbacks do not appear sufficient within the shadow lots. :\EconomicDevelopment\STRATPLN\PLANNING\PREAPP\RO\vineyrds2.doc\cor • ''" Adopted 07/27/98 CITY OF RENTON LAND USE ELEMENT Residential Options and Residential Planned Neighborhood • General Policies Objective LU-K: Create new planned residential neighborhoods in areas mapped as Residential Options(1 Residential Planned Neighborhood(RPN)which include a variety of unit types designed to incorporate feat .-. from both single family and multi-family developments, and to support cost efficient.housing, infill develoj transit service,and the efficient use of urban services and infrastructure. . Policy LU-41. Provision of small lot single family Policy LU-44. The dwelling types, including detached unit types,townhouses and multi-family detached and attached units, should be clusterei structures compatible with a single family character and connected within the overall development should be encouraged provided that density through the organization of roads,blocks,yard; standards can be met. central places and amenity features to create a neighborhood with diverse housing types. Policy LU-42. A range and variety of lot sizes should be encouraged. Policy LU-45. Development should occur on s flexible grid street and pathway system to the Policy LU=43. Central place public amenities extent feasible given environmental constraints should function as a focal point within the traffic flow,and the pattern of existing development and should include features such as a development. public square,open space,park,civic or Policy LU-46.Condominium ownership may c commercial uses. The central place should include passive amenities such as benches and fountains, in any unit type. and be unified by a design motif or common theme. Policy LU-47. Townhouse development shoul • provide either condominium or fee simple homeownership opportunities. Residential Options Policy LU-48. Buildings should front the street Policy LU-SA. The net der3lopment densities rather than be organized around interior courtyards should be 10 dwelling units per acre. If 100% or parking areas. the dwelling units are detached, a density bonu Policy LU-49. Non-residential structures may have may be allowed to a maximum of 13 dwelling dimensions larger than residential structures but per acre. should be compatible in design and dimensions Policy LU-52. Minimum net development with surrounding residential development. densities should be 7 dwelling units per acre. Policy LU-50. Residential neighborhoods may be Policy LU-53. Detached single family housin, considered for the Residential Options Designation townhouses, and small scale multi-family unit; if they meet three of the following criteria: should be allowed in Residential Options. a. The area already has a mix of small scale Policy LU-54. A maximum of 50%of units multi-family units or had long standing allowed within an individual RO development duplex or low density multi-family zoning. consist of attached units which includes b. Development patterns are established. townhouses,and small scale multi-family unit c. Vacant lots exist or parcels have Policy LU-55.Development in Residential 0i redevelopment potential. should be compatible with existing developm( d. Few new roads or major utility upgrades patterns and be sensitive to unique features an will be needed with future development. differences among established neighborhoods Development standards should reflect single f e. The site is located adjacent to a Center neighborhood characteristics such as ground r designation. orientation,coordinated structural design, and private yards. t-u • 07/27/98 OF RENTON LAND USE ELEMENT y LU-56. Non-residential structures should be blocks,yards,other central features and amenity :red and connected within the overall features to create a neighborhood. opment through the organization of roads, lential Planned Neighborhood • ;y LU-57. Areas may be mapped Residential Policy LU-63.Projects in a Residential Planned ied Neighborhood on the Land Use Map Neighborhood designation should have no more e the site meets the following criteria: r than 50%of the units designed as secondary . adjacent to major arterial(s); residential types, i.e. longer townhouse building clusters,and other multi-family buildings. 1. adjacent to employment area and/or Centers; :. part of a designation totaling over 20 acres Policy LU-63.1. Development standards should (acreage may be in separate ownership); reflect single family neighborhood characteristics and access to public amenities and services. I. site is buffered from single family areas or other existing incompatible uses;and Policy LU-63.2 Development Standards should development within the density and unit . reflect the following criteria: type range`is.achievable given a. heights,width and length of structures environmental constraints. should be designed to resemble single :y LU-58. Density in the Residential Planned family housing,with similar setbacks from ;hborhood designation should be in the range of the street as single family; 18 dwelling units per net acre. b. parking should be encouraged in the rear or :y LU-59..A minimum of 50%of a project in side yards or under the structure; tPN designation should consist of the c. structures should be located on lots or wing primary residential types: traditional arranged in a manner to appear like a :lied,zero lot line detached,or townhouses platted development to ensure adequate yards which are designed to reflect a single light and air,and views if any,are ly character. preserved between lots or structures; cy LU-60. Townhouses building clusters d. buildings should be massed in a manner :h qualify as a primary residential type should that promotes a pedestrian scale with a mited in size so that the mass and scale within small neighborhood feeling; :luster retains a single family character. Limits e. each dwelling unit should have an ie number of units which may be attached in identifiable entrance and front on streets cluster should be established in the rather than courtyards and parking lots; :lopment regulations. cy LU-61. Longer townhouse building clusters f. fences may be constructed if they they multi-family building clusters,considered contribute to an open spacious feeling rndary residential types, should be limited in between units and structures; and so that the mass and scale of the cluster retains g. streetscapes should include green,open gall scale multi-family character rather than a space for each unit. len apartment development style. Limits on the Policy LU-63.3 Mixed use development in the fiber of units which may be attached in one form of civic,convenience commercial ;ter should be established in the development development, or other non-residential structures, .nations. maybe allowed in the central places of icy LU-62. The mass and scale of secondary development subject to compliance with criteria dential types pursuant to policy LU-61 should established through development regulations. preclude their location adjacent to primary dential types. 1-12 { **************************************************************** City of Renton WA Reprinted: 03/03/00 10 :56 Receipt **************************************************************** Receipt Number: R0001084 Amount: 2, 535 . 64 03/03/00 10 :56 Payment Method: CHECK Notation: #3052 BELMONT HO Init: LN Project #: LUA00-029 Type: LUA Land Use Actions Parcel No: 102305-9102 Site Address : 550 UNION AV NE Total Fees : 2 , 535 . 64 This Payment 2 , 535 . 64 Total ALL Pmts: 2, 535 . 64 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0008 Prelim/Tentative Plat 2, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 35 . 64 a ;. 1 • PACIFIC NORTHWEST TITLE Company nF Washington.Inc. • TO: Belmont Homes 215 Columbia Street P.O. Box 2401 Seattle,Washington Kirkland, WA 98083-2401 98104 Attn: Bob Wenzl SUPPLEMENTAL REPORT #1 cc: American Engineering Corporation PNWT Order Number: 422321 4032 148th Ave NE Seller: n/a Redmond, WA 98052 Buyer/Borrower: Belmont Homes Attn: Cheryl Cc: Mead, Gilman & Asso. 17625 130th Ave NE #104 nG�Viv • Woodinville, WA 98072 APR 9v1 Attn: Shanei Cc: Short, Cressman & Burgess S[E ��i��11`` 9E 999 3rd Ave #3000 Seattle, WA 98104 Attn: Chris Osborn A Full Update of the Plat Certificate from January 15, 2001 through March 15, 2001 at 8:00 a.m. has disclosed the following: • The following paragraph has been amended to read as follows: 15. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9237-02 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $62, 000.00 Improvements: $0.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $742.37 $0.00 $742.37 AMOUNT BILLED AMOUNT PAID AMOUNT DUE SPECIAL DISTRICT: $0.85 $0.00 $0.85 $5.00 $0.00 $5.00 AFFECTS: Parcel A SUPPLEMENTAL TITLE REPORT Page 2 Order No. 422321 • The following paragraph has been amended to read as follows: 16. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9061-03 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $67, 000.00 Improvements: $0.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT GENERAL TAXES: $840.91 $0.00 $840.91 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SPECIAL DISTRICT: $0.94 $0.00 $0.94 • $5.00 $0.00 $5.00 PLUS INTEREST AFFECTS: Parcel B • The following paragraph has been amended to read as follows: 17. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9061-03 • LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $67,000.00 Improvements: $0.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $802.24 $0.00 $802.24 AMOUNT BILLED AMOUNT PAID AMOUNT DUE • SPECIAL DISTRICT: $0.94 $0.00 $0.94 $5.00 $0.00 $5.00 AFFECTS: Parcel B SUPPLEMENTAL TITLE REPORT Page 3 Order No. 422321 • The following paragraph has been amended to read as follows: 19. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9105-01 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $194, 000.00 Improvements: $114,000.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $3,687.92 $0.00 $3,687.92 AMOUNT BILLED AMOUNT PAID AMOUNT DUE SPECIAL DISTRICT: $1.12 $0.00 $1.12 $5.00 $0.00 $5.00 AFFECTS: Parcel C • The following paragraph has been amended to read as follows: 21. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9297-09 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $98, 000.00 Improvements: $0.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $1,173.43 $0.00 $1, 173.43 AMOUNT BILLED AMOUNT PAID AMOUNT DUE SPECIAL DISTRICT: $0.94 $0.00 $0.94 $5.00 $0.00 $5.00 AFFECTS: Parcel D SUPPLEMENTAL TITLE REPORT Page 4 Order No. 422321 • The following paragraph has been amended to read as follows: 23. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9071-01 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $98, 000.00 Improvements: $72, 000.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $2, 035.54 $0.00 $2, 035.54 AMOUNT BILLED AMOUNT PAID AMOUNT DUE SPECIAL DISTRICT: $0.94 $0.00 $0.94 $5.00 $0.00 $5.00 AFFECTS: Parcel E • The following paragraph has been amended to read as follows: 25. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2001 TAX ACCOUNT NUMBER: 102305-9235-04 LEVY CODE: 2100 CURRENT ASSESSED VALUE: Land: $67,000.00 Improvements: $40,000.00 AMOUNT BILLED AMOUNT PAID AMOUNT DUE GENERAL TAXES: $1,281.19 $0.00 $1,281.19 AMOUNT BILLED AMOUNT PAID AMOUNT DUE SPECIAL DISTRICT: $0.94 $0.00 $0.94 $5.00 $0.00 $5.00 AFFECTS: Parcel F SUPPLEMENTAL TITLE REPORT Page 5 Order No. 422321 • The following has been added as paragraph 31: 31. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes Inc. TRUSTEE: Pacific Northwest Title BENEFICIARY: Gary J. Siemion AMOUNT: $100,000.00 DATED: January 24, 2001 RECORDED: January 29, 2001 RECORDING NUMBER: 20010129000371 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. • The following has been added as paragraph 32 : 32. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc TRUSTEE: Pacific Northwest Title BENEFICIARY: George W. & Sara Jane Rudiger AMOUNT: $65,000.00 DATED: February 12, 2001 RECORDED: February 15, 2001 RECORDING NUMBER: 20010215001420 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. There has been no change in the title to the property covered by this order since January 15, 2001, EXCEPT the matters noted hereinabove. Dated as of March 21, 2001 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY By: Dave Maddux Title Officer Phone Number: 206-343-1353 br PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Dave Maddux (davemaddux@pnwt. com) Senior Title Officer, Pete Harper (peteharper@pnwt.com) Title Technician, Coreen Thompson (coreenthompson@pnwt.com) Unit No. 4 FAX No. (206) 343-8402 Telephone Number (206)343-1353 Belmont Homes Title Order No. 422321 P.O. Box 2401 CERTIFICATE FOR Kirkland, Washington 98083-2401 FILING PROPOSED PLAT Attention: Bob Wenzl 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, pages 2 and 3, attached. • IS VESTED IN: BELMONT HOMES, INC. , a Washington corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: $200.00 TAX: $ 17.20 TOTAL CHARGE: $217.20 RECORDS EXAMINED TO: 1-15, 2001 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. Dave Maddux Senior Title Officer Unit No. 4 PLAT CERTIFICATE SCHEDULE A Page 2 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: PARCEL A: The south 120 feet of the east 150 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; PARCEL B: The east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the south 120 feet thereof; AND EXCEPT the north 110 feet thereof; PARCEL C: • The north 299 feet of the west half of the southwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; EXCEPT the west 153 feet thereof. (ALSO KNOWN AS Lot 2, City of Renton Lot Line Adjustment Number LUA 98-148-LLA, recorded under Recording Number 9903029027. ) PARCEL D: The north 124 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington; EXCEPT the west 330 feet thereof; ALSO that portion of the east 252 feet of the north half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, lying southerly of the north 124 feet of said subdivision and lying northerly of a line described as follows: (continued) PLAT CERTIFICATE SCHEDULE A Page 3 LEGAL DESCRIPTION, continued: Beginning at the southwest corner of said Section 10; Thence north 1650.00 feet; Thence east 660 feet; Thence north 175.00 feet to the TRUE POINT OF BEGINNING of said described line; Thence west 252 feet, more or less, to the west line of the east 252 feet of said subdivision and the terminus of said line. PARCEL E: That portion of the north half of the southwest quarter of northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. in King County Washington, lying within the following described premises; Beginning at the southwest corner of said Section 10; Thence north 1650 feet to the TRUE POINT OF BEGINNING; Thence east 660 feet; Thence north 175 feet; Thence west 252 feet; Thence south 159 feet; Thence west 408 feet to the west line of said Section; Thence south 16 feet to the TRUE POINT OF BEGINNING; EXCEPT the west 30 feet for road. PARCEL F: The north 110 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 North, Range 5 East, W.M. , in King County, Washington; END SCHEDULE A PLAT CERTIFICATE Schedule B Order No. 422321 GENERAL EXCEPTIONS: 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 survey or 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. Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 1 SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Postal Telegraph Cable Co. PURPOSE: Telegraph lines RECORDED: November 23, 1910 RECORDING NUMBER: 717661 The description contained therein is not sufficient to determine its exact location within the property herein described. 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company PURPOSE: Electric transmission and distribution lines AREA AFFECTED: Portions of Parcels A and C RECORDED: October 25, 1939 RECORDING NUMBER: 3070188 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: The Pacific Telephone and Telegraph Company, a California corporation PURPOSE: Pole lines AREA AFFECTED: The west 466.38 feet of the west half of the southwest quarter of the southwest quarter of said section 10 RECORDED: June 5, 1946 RECORDING NUMBER: 3575608 (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 2 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: Road AREA AFFECTED: West 30 feet of said premises RECORDED: July 19, 1947 RECORDING NUMBER: 3706366 5. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: Water line DISCLOSED BY INSTRUMENT RECORDED: April 13, 1961 RECORDING NUMBER: 5272204 AFFECTS: Portion of said premises 6. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: Water line DISCLOSED BY INSTRUMENT RECORDED: April 13, 1961 RECORDING NUMBER: 5272207 AFFECTS: 6 feet wide running north and south 112 feet west of the east line of Parcel F 7. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power and Light Company PURPOSE: Electric AREA AFFECTED: South 16 feet of said premises RECORDED: July 1, 1965 RECORDING NUMBER: 5898044 (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 3 8. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: Water DISCLOSED BY INSTRUMENT RECORDED: June 11, 1975 RECORDING NUMBER: 7506110366 AFFECTS: 6 feet wide running north and south 112 feet west of east line of Parcel B 9. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Ruth and Paul Brandal, husband and wife PURPOSE: Ingress and egress AREA AFFECTED: The north 5 feet of Parcel C RECORDED: November 13, 2000 RECORDING NUMBER: 20001113001464 10. Possible easement rights in favor of Michael S. and Brenda 1. King, husband and wife, as owners of tax Lot 236, over the south 15 feet of Parcel A and the east 30 feet of Parcels A, B and F. We note Ruth and Paul Brandal, owners of Tax Lot 56, have released any rights they may have had to said property by Quit Claim Deed recorded under Recording Number 20001113001463. 11. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN LOT LINE ADJUSTMENT, COPY ATTACHED: RECORDED: March 2, 1999 RECORDING NUMBER: 9903029027 AFFECTS: Parcel C 12. Terms and conditions of City of Renton Ordinance Number 4612 recorded under Recording Number 9606210966 providing for a special assessment district for connection to sewer system. 13. Matters disclosed on a survey recorded under King County Recording Number 9805269004, a copy of which is hereto attached. (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 4 14. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES: TAX ACCOUNT NUMBER: 102305-9237-02 LEVY CODE: 2100 AFFECTS: Parcel A , YEAR: 1999 AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT GENERAL TAXES: $640.56 $320.28 $320.28 PLUS INTEREST SPECIAL DISTRICT: $0.85 $0.42 $0.43 $5.00 $2.51 $2.49 PLUS INTEREST YEAR: 2000 AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT GENERAL TAXES: $776.22 $0.00 $776.22 PLUS INTEREST SPECIAL DISTRICT: $0.85 $0.00 $0.85 $5.00 $0.00 $5.00 PLUS INTEREST 15. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9237-02 LEVY CODE: 2100 AFFECTS: Parcel A CURRENT ASSESSED VALUE: Land: $62, 000.00 Improvements: $0.00 16. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9237-02 LEVY CODE: 2100 AFFECTS: Parcel B AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT GENERAL TAXES: $776.22 $0.00 $776.22 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SPECIAL DISTRICT: $0.85 $0.00 $0.85 $5.00 $0.00 $5.00 PLUS INTEREST (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 5 17. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9061-03 LEVY CODE: 2100 AFFECTS: Parcel B CURRENT ASSESSED VALUE: Land: $67, 000.00 Improvements: $0.00 18. DELINQUENT SECOND HALF GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9105-01 LEVY CODE: 2100 AFFECTS: Parcel C AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF GENERAL TAXES: $3,260.14 $1, 630.07 $1, 630.07 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF SPECIAL DISTRICT: $1.12 $0.56 $0.56 $5.00 $2.50 $2.50 PLUS INTEREST 19. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9105-01 LEVY CODE: 2100 AFFECTS: , Parcel C CURRENT ASSESSED VALUE: Land: $194, 000.00 Improvements: $114,000.00 (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 6 20. DELINQUENT SECOND HALF GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9297-09 LEVY CODE: 2100 AFFECTS: Parcel D AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF GENERAL TAXES: $1,229.02 $614.51 $614 .51 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF SPECIAL DISTRICT: $0.94 $0.47 $0.47 $5.00 $2.50 $2.50 PLUS INTEREST 21. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9297-09 LEVY CODE: 2100 AFFECTS: Parcel D CURRENT ASSESSED VALUE: Land: $98, 000.00 Improvements: $0.00 22. DELINQUENT SECOND HALF GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9071-01 LEVY CODE: 2100 AFFECTS: Parcel E AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF GENERAL TAXES: $1,733.56 $866.78 $866.78 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF SPECIAL DISTRICT: $0.94 $0.47 $0.47 $5.00 $2.50 $2.50 PLUS INTEREST (continued) • Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 7 23. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9071-01 LEVY CODE: 21000 AFFECTS: Parcel E CURRENT ASSESSED VALUE: Land: $98, 000.00 Improvements: $72, 000.00 24. DELINQUENT SECOND HALF GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2000 TAX ACCOUNT NUMBER: 102305-9235-04 LEVY CODE: 21000 AFFECTS: Parcel F AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF GENERAL TAXES: $1,241. 96 $620.98 $620.98 PLUS INTEREST AMOUNT BILLED AMOUNT PAID AMOUNT DUE DELINQUENT SECOND HALF SPECIAL DISTRICT: $0.94 $0.47 $0.47 $5.00 $2.50 $2.50 PLUS INTEREST 25. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: 2001 AMOUNT: NOT YET AVAILABLE TAX ACCOUNT NUMBER: 102305-9235-04 LEVY CODE: 2100 AFFECTS: Parcel F CURRENT ASSESSED VALUE: Land: $67, 000.00 Improvements: $40,000.00 (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 8 26. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc. , a Washington corporation TRUSTEE: Chicago Title Insurance Company BENEFICIARY: Towne Bank AMOUNT: $60, 000.00 DATED: December 8, 1999 RECORDED: December 23, 1999 RECORDING NUMBER: 19991223001162 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. AFFECTS: Parcel B except the east 30 feet thereof 27. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc. a Washington corporation TRUSTEE: Chicago Title Insurance Company BENEFICIARY: John W. O'Neill AMOUNT: $306,000.00 DATED: March 14, 2000 RECORDED: March 15, 2000 RECORDING NUMBER: 20000315000580 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. AFFECTS: Parcels A and C, except the east 30 feet and the south 15 feet of Parcel A (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 9 28. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc. TRUSTEE: Chicago Title Insurance Company BENEFICIARY: Rasool Doneshvar AMOUNT: $90, 000.00 DATED: March 17, 2000 RECORDED: March 24, 2000 RECORDING NUMBER: 20000324000133 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. AFFECTS: Parcel C 29. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc. , a Washington corporation TRUSTEE: Chicago Title BENEFICIARY: Issaquah Bank AMOUNT: $245,000.00 DATED: June 5, 2000 RECORDED: June 12, 2000 RECORDING NUMBER: 20000612000827 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. AFFECTS: Parcels D, E and F, except the east 30 feet of Parcel F (continued) Order No. 422321 PLAT CERTIFICATE SCHEDULE B Page 10 30. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Belmont Homes, Inc. , a Washington corporation TRUSTEE: Ticor Title Insurance Company BENEFICIARY: Chicago Title Insurance Company AMOUNT: $0.00 DATED: November 16, 2000 RECORDED: November 16, 2000 RECORDING NUMBER: 20001116001280 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. END OF SCHEDULE B Title to this property was examined by: David V Clasen Any inquires should be directed to one of the title officers set forth in Schedule A. cc American Engineering/Redmond/Cheryl Mead, Gilman & Associates/Woodinville/Shane Short, Cressman & Burgess/Seattle/Chris Osborn vlc fO 7/6,'' 5 ,/Y iG - 23- r f4 03 eL it ee 41 V °90 1 W 046 i p p 1 y6 o0 /40 4_p°tr0 " °°0 9' ° 0 m z 11 1° 1 00 I et, QO040 1 0690 VeV 10 -00D0° 02' v 06 ,\s f" * vee•/e•s1w>N *oom ))) 3rirs . 4 011�g�.`0 lolhj 31 3r�,yd L- z4 1 °0<° i C0 ��0�it 14. n ,u o a '`1�qy;•a10N6 l�� a .nr 1446a ojp0 8=3®0 It 0 `� •-- 'Ia.'s-.7W s*s.rs .N �,1�C ; 014° ° -4� 7'! °0 Y e.....[e....»..,, 0 �6 e�' b NE. 6TH PL. saw5 70`�°s5° �;� b Cer.x] /13 7l.si J� �s'7 m.P� f :J ,pp�l+ •..rKra' 4 p NE 6TH PL. 0. _s t w • 278f a z° 3 di o ics is ib Ac. 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BELMONT HOMES )G S.CD.N•YC 10-1)-! 1,,• ,:!•r• • •01 7 !+o Wt.,. OA 1( Io(NYD ftl11A C•YO:.•'COMC _ B-T1-96 I.e, wM:u. I.ss Iv. •'•!f,ta:�p�'�• BOB WENZL \ •I wt• M MC•M SI . •. a 7.1+-+• P,O. BOX T•01 KIRKLAND. WASHINGTON 98083 1•w.lS•/!0/77 Kv K.Do Cp1I1r HIS 1-I+-O 1C D..wML MAK. Kw rt.Do CW,1LIS 11-10 se Ic t ftt�7) .tw n11 u,•cw tMls 11-11-+e '° 51tEE i T OF 2 98084 RUSK,. D.It •1 - LUA 98-146-LLA LND 30-0173 ee»r�s LxnACAnrw I.. 11ND 01.a HNIM ` , •ND:.,l yN 1.1KY rHY11TS 1N.1.1 1w(V0(11.040 0r4•I31 d t IN�t L.LP,a__mQlLN ,V NV(.4Y000 00./Alll W.(A OOmN.N•M P301.401 N.1.1PP1 SLNI0UM (A•Y.40 MO APM040 /•.Cll• t0•Cl S111 D.0 AND p4•H INS•OAISINI r'J a IK fJl•MC I iNO�N 1 N I a IN(Sd1M.SI Cl SA•4.uo 1NAI sap.OIJSMIwt If Y.4 10 WE IHl CONSENT ,'T1•`u(1l \� cn 11(0 Ili I((1 a IK NON.Ill 1(ll I 1IC.17 K .000/O.NCI.•w n4 015.HS Cl '.l--40IS1 1 `'�]•' \. .' 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AE3. 1K 10•4 IH((II Of 1K HIT HALT Of n4 SOIM•(ST 01M41 or IK I C(•r/♦MAI 11N0.a N•K LOYACtyI L.KHR iNAI CtMu4S PLOPS 1/ ...A• a Ott•G S1 IT.0SR.A SECTION 10,101..7r••33 NOP IN,DANCE]I•SI,.Y. a((MA.MAYS,14S0Ate AND.IE.31040 INS WSItI*(H1 AND AC.NO.S(040 04 a Su.Mn AI PA4 •• lIID 101 H[a10 INS OA•d ..MC(0/111.lA1NHGtM. II 10 BC 1K01 Mt Ate 14UN0A•1 ACV I01 04 USES A10 PUPPOYS 14Nf0l(0. J. W 0 O 114 WSO•.4NI n4 010U111 a (mad Nl.S1•S)I((1 1KHa 0.901 a KC0.01 Ate 11IC110Ns 1CMSnw N.G•rP101Im 1Rr 1a.Iso 7I a]A•Ac.) fl � S • 4. MOIMI IUYIC L'..'•I (40,...retp,, �iAlftoryfrov `�+,lt.•, ��10/10 • _r.9! YM0401 SUKINNT(N*M1 a P(CMDS C4,� :iO t nr • y am,I, IM 0 . •M..M. n4 LOTS C11(•1C0 KH«I.11(1M..704 3 a HH1M'1•Opt•P•O1(CI1b.M(A AN0 ` slo wean 10 INC•.G*PIER IS SUMP°•OF/10.1 A SNA0L04i0WM 1Ix1011 at[CI• 11 34I SOI•'l a%110 PARR IPS(PP „11,41 C/I SPOULO0 et 00000 4«NN*r4.1GlOf•N1 UOW SUBSTANCE C°1E 004410 Att WILLIAMS LOT LINE ADJUSTMENT .MCSP0.418(n.1t:Ota P0.1rt011C Il INCM olvs a•r 14:•IIII 910ACL.1I a IK NOKO..us CITY FILE NO. LUA 98-148-LLA 99� "E } LND 30-0173 • / SW 1/4, SW 1/4, SEC. 10, T. 23N., R. 5E.. W.M. , 01S yaQ�aQy�,EF:' CITY OF RENTON, KING COUNTY. WASHINGTON 6�}- . 14. 'ik. .�oad `✓itnt v►, & 1�4�,00. C e I • PROFESSIONAL LAND SURVEYORS •.• 1.11 P.O. BOX 289, WOODINVILLE WA 98072 (425) 486-1252/ •- / ..�ifjx.'%9•14 SCALQ 1•.50• l0uw er RS D.1E BELMONT HOMES I11„Y0 IG ((/.LS:I/w/ B-21-98 it m pe BOB WENZL P.O. BOx 2401 KIRKLAND, WASHINGTON 98083 K.K•00 CO.4N1S II-•0-ll IG IOPArNL•AIYe(1 . Kv.Kl OI+Cd14NIS I1-73-3e IG SHEET I Of 2 98084 POISON DA If D+ A 0 W 11L.V RECORDED Rli IU:AV TO i;, P.O. B 2401. INC S KIRKLAND, WA 98083 7. .; i - Col) CHICAGO TITLE INSURANCE COMPANY E STATUTORY WARRANTY DEED ��>7� `�v�5 3 . Dated: MAY 19, 1999 TUEI(GRANTOR JiM•MES F. MUTTER AND JANET. E. MUTTER, HUSBAND AND WIFE i '1 for and in consideration of CbTEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION , eNt 0 in hand paid.conveys and warrants to 0 BELMONT HOMES. INC., A WASHINGTON CORPORATION i. the following described real estate situated in the County of KING Slate of Washington: Tax Account Numher(s): 102305-9237 THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TKO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE , SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 30 FEET AND THE SOUTH lb FEET THEREOF; : TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FEET OF THE . WEST 650 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. i . i I yr�- - // - — /JAMESF MUTTER JANE•T F.MUTTER' rd rim,19, Fib81•.205 05/21/99 i335.00 750f1I7.n0 C • — r se STATE OF WAS1(117GTON se COUNTY OF , ';'\ —\ ON THIS '1J t DAY OF k%1•( ' \ , 191 1 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FUR THE ESTATE OF WAS NGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED '( ;..,A I • tL'. l; , 1• „1 I ( •� •i.�t •\1i , KNOWN TO-Id TO BE THE INDIi/IDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT,4 1. ' SIGNED AND SEALED THE SAME AS'I i''•'vVFREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. i, ,', • .1 ,(11 \ r PRINTED NAME: /1. •� '• , . NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT 4' f V" t MY COMMISSION EXPIRES ON %1 ' i FN1H1AKOE1ATE OF WASHINGTON NOTARYr'-'PUBLIC I Y1 COWI3StON EXPIRES to rS M d' [N r1 rl ''1 • ' 1 1 ' D • • • • • • • 1 • CHICAGO TITLE INSURANCE COMPANY Escrow No.: 547493 EXHIBIT A EASEMENT AND THE TERMS AND CONDITIONS THEREOF: POSTAL TELEGRAPH CABLE CO. GRANTEE: TELEGRAPH LINES AND NECESSARY PURPOSE: APPURTENANCES AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. • NOVEMBER 23. 1910 RECORDED: 717661 RECORDING NUMBER: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETIS CORPORATION ELECTRIC TRANSMISSION AND/OR PURPOSE: DISTRIBUTION SYSTEM AND NECESSARY APPURTENANCES opt AREA AFFECTED: A SOUTHERLY PORTION OF SAID PREMISES C4 OCTOBER 26, 1939 RECORDED: 3070188 RECORDING NUMBER: r4 N v EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: REAL ESTATE CONTRACT NOT DISCLOSED IN FAVOR ER OF: WATER LINE AUFEO A PORTION OF SAID PREMISES LYING AFFECTS: WITHIN A 6 FOOT STRIP OF LAND APRIL 13. 1961 RECORDED: 5272204 RECORDING NUMBER. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 4612 RECORDED UNDER RECORDING NUMBER 9606210566 PROVIDING FOR A SPECIAL ASSESSMENT DISTRICT FOR CONNECTION TO SEWER SYSTEM. • Clfll'AIiOITIII INtil'MN('P(01iPA\Y pin ibit�r:m:Z 3Y� 1111 • :::,2eicou,7998e:Tyi,168:2 • GlICAGO TITLE IIO 10.08 tvllP�R1•(GRIND RI1tR..TO BELMONT HOMES, INC. P.O. BOX 2401 KLRK'..AND, WA. 98083-2401 E111155 MS291�y K p C I 2 6 ssN paca f81 Cf SALE f70,8061•118 • © CHICAGO TITLE INSURANCE COMPANY C,-1 STATUTORY WARRANTY DEED 550029E 1 . Dated: SEPTEMBER 29, 1999 THE(GRANTOR LESLIE ANN MORGAN AND CURTIS D. GREEN. WIFE. AND HUSBAND for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION AND AS PART OF AN I.R.C. SECTION 1931 TAX-DEFERRED EXCHANGE in hand paid,conveys and warranty.to • BELMONT HOMES, INC., A WASHINGTON CORPORATION the following described real estate situated in the County of Slate of Washington: ' • Tax Account Numbcr(s): 1020 35-9061-03 THE EAST TWO ACRES OF THE SOUTH HALF OF - SOUTHWEST QUARTER OF THE • NORTHWEST QUARTER OF THE SOUTHWEST QU•'•ER 0 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIT • >IN KING COUNTY. WASHINGTON; EXCEPT THE SOUTH 120 FEET THEREOF; EXCEPT THE NORTH 110 FEET THEREOF; J�� AND EXCEPT THE EAST 30 FEET FOR ROAD •P•• S. f1� 6 ij 4f SUBJECT TO: SEE EXHIBIT 'A' WHICH IS ATTACHED IIEPETO AND B7 THIS REFERENCE IS MADE A PART HEREOF. • SLIE ANN MOM • • 6".' ,r tc 17t..4- b uLS.v-1 CURTIS 0 GREEN nd•M•AY; • _ • _• _— M .- I • .:s;: - 25 x CHICAGO TITLE INSURANCE COMPANY EXHIBIT A EscrowNo.: 550029 SUBJECT TO: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROAD AREA AFFECTED: WEST 30 FEET RECORDED: JULY 19, 1947 RECORDING NUMBER: 3706366 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ROAD AREA AFFECTED: . EAST 30 FEET RECORDED. JUNE 11, 1975 RECORDING NUMBER: 7506110366 EASEMENT AND THE TERMS MD CONDITIONS THEREOF: • DISCLOSED BY: STATUTORY WARRANTY DEED IN FAVOR OF: OWNERS PURPOSE: WATERLINE AFFECTS: 6 FEET WIDE RUNNING NORTH AND SOUTH 112 FEET WEST OF THE EAST LINE OF SAID PREMISES RECORDED: JUNE 11, 1975 RECORDING NUMBER: 7506110366 CITY OF RENTON, ORDINANCE NUMBER 4612, ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES, RECORDED UNDER RECORDING NUMBER 9605210966. 1 IOi111511'R M:9w 11111 19991009001£I50 Pw E 907 Or 003 10,00 1999 16 02 K INC COUNT; LP CH maw TITLE UC 1e ea L �,. - 25 X • STATE OF WASHINGTON SS COUNTY OF Y.ING ON THIS 29TH DAY OF SEPTEMBER 1999 BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED LESLIE ANN MORGAN AND CURT IS D. GREEN KNOWN TO ME TO BE THE INDIVIDUAL(Si DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENT1O . .•• NOTARY SIGNATURE PRINTED NAME: GEORGIANN SAMPSON NOTAPY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT BELLEVUE. MY COMMISSION EXPIRES ON 7-20-03. .54Y off,, =,•: • `; • ;co.; ` M�. T 1 19991008001850 PAGE 003 Of 003 10.08.1999 I6 02 kIHG COUNTY. 1Y111 CHICAGO TITLE MD 10 0i 25x • 1 1 1 III u III. \ IlI lI III;I 111 Ipl'III III,' ill lhl 1I1 M1,11111 lI Ill II ll 1111 uII lu II I1 i lu III' il1'11 IIIIjI, 1 1 ,II1 I IyIII III1 1I III 1j I II I .III II TitI �1� I lIIIIII I IIlI I1I I1I I 1II I 1 ;I 1 I WHIN RECORDED R1.IURA 10 BLLMONI IUMLS,Inc Egi91215°°19§79 110/2ee It 04 PO BOX2401 KING COUNTY, UR SUMMAND,WA 98083-2401 E1741130 03/15/200e le m KING COUNTY, 11A TAXI a,34o ee SALE $ e,eev ee PAGE eel OF ee1 . 0 CHICAGO TITLE INSURANCE COMPANY 491472 $1(f= STATUTORY WARRANTY DEED U—q Dated MARCH 10,2000 cn THE GRANTOR i ,f C]ARt•Na•WIIIIAMSANDLEONAWILLIAMS,IRUSIEISO'1HECLARF.NCEANDLEONAWILIIAMS 0 1RUSr 0 0 for and in consideration of ,— on I EN DOLLARS AND OTHER GOOD AND VAI UABI F CONSIDFRAT ION 0 0 0 c��+ in hand paid,conveys and warrants to BCLMONT I IOMPS,INC,A WASHING ION CORPORA DON the following described n,al estate situated in the County of KING State of Washington Tax Account Numbers) 102305-9105-01 - THE NORTH 229 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 153 FEET THEREOF . • (ALSO KNOWN AS LOT 2, CITY OF RE •` OT LINE ADJUSTMENT NO LUA it 988-148-LLA, RECORDED UNDER RECO'= BER 9903029027) SUBJECT TO SEE EXHIBIT 'A' WHI - ATTACHED HERETO AND BY THIS REFERENCE IS MADE A PART HEREOF __11----1. V—v_v_La"- \ CLARENCE WILLIAMS,TRUSTEE 1 1�1•/. Li-)(lL^CL 4..Cr LEONA WILLIAMS,TRUSTEE swu/xua,a • STATE OF WASHINGTON 99 COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CLARENCE WILLIAMS AND LEONA WILLIAMS ARETHE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS TRUSTEES OF THE CLARENCE AND LEONA WILLIAMS TRUST TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT DATED NOTARY S G TURF PRINTED NAME 6P0•00 ":05$4),d NOTARY PUBLIC IN AND R THE STATE OF WASHIN TON RESIDING AT 4, MY APPOINTMENT EXPIRES '.7Z°- • 0r' 1,1'VV�% un o O , p� - CL1C _ , c-� 0 CHICAGO TITLE INSURANCE COMPANY EXHIBIT A Escrow No 491472 SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTEE THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, A CALIFORNIA CORPORATION PURPOSE POLE LINE AREA AFFECTED OVER THE WEST 466 38 FEET OF THE WEST HALF OF THE SOUTHWEST • QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10 RECORDED JUNE 5, 1946 RECORDING NUMBER 3575608 TERMS AND CONDITIONS OF CITY' OP RENTON ORDINANCE NUMBER 4612 RECORDED UNDER RECORDING NUMBER 96.06210966, WHICH PROVIDES IN PART FOR SANITARY cn SEWER SERVICE AND THE CONNECTION CHARGES RELATED THERETO r, a1'7 O 0 un CT, v C`H £XHIBR/RDA/W W . illiniillio 200006120 0 26 WHEN RECORD}-D ALl URN 1 O CNIRTT Tt few 02 ee BELMONT1 HOMES,INC K5/1ING COtNTY1 211 PU BOX 1055 A KIRKI AND,WA 911013 E1758360 ee/12/2 11.27 KING COUNTY, UA Sal $21::::: ei PAOIi ON OF ool O CHICAGO TITLE INSURANCE COMPANY ( rx- 550028 — STATUTORY WARRANTY DEED Dated JUNE2,2000 • THE GRANTOR BIMAI KUMAR AND SUBHASI IN!KL MAR,I IUSBANO AND WIFE ao for and in consideration of N co IENDOIIARS AND 01111:12 GOOD AND VAIUABLECONSIDERATION CO Q C tV , m hand paid,conveys and warrants to UM BE!MON1 II0M1 S,INC A WAS11NG ION CORPORA IION O ' O O o `4 the following descnbLd real cstatc situated in the County of KING State of Washmgton Tax Account Number(s) 102305-9297.09 102305-9071.01,102305-9235.04 PARCEL A Ac. THE NORTH 124 FEET OF THE NOR a OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SO -ST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 330 FEET THEREOF, ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, 10, LYING SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE NORTH 1650 00 FEET, THENCE EAST 660 FEET, THENCE NORTH 175 00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE, THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 SEE ATTACHED DESCRIPTION BI KUMAR ,�� ,/ SAPAJA_ 1 AMWA r . SUBHASH NI KUMAR swnlRDMaen CHICAGO TITLE INSURANCE COMPANY Escrow No 550028 EXHIBIT A Title No 55002E FEET OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE PARCEL B THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING DESCRIBED PREMISES BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE NORTH 1650 FEET TO TRUE POINT OF BEGINNING, THENCE EAST 660 FEET, THENCE NORTH 175 FEET, THENCE WEST 252 FEET, THENCE SOUTH 159 FEET, THENCE WEST 408 FEET TO THE WEST LINE OF SAID SECTION, THENCE SOUTH 16 FEET TO TRUE. POINT OF BEGINNING, EXCEPT THE WEST 30 FEET FOR'ROAD PARCEL C THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, UM WASHINGTON, m EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES 0 o SUBJECT TO SEE EXHIBIT 'A' WHICH IS ATTACHED HERETO AND BY THIS cm CN REFERENCE IS MADE A PART HEREOF co 0 0 0 0 N 1U S?< es cex/rda/08 99 STATE OF WASHINGTON SS COUNTY OF KING ON THIS DAY OF JUNE, 2000 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED BIMAL KUMAR AND SUBHASHNI KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNT ACT AND DEED, FOR T USES AND PURPOSES HEREIN MENTIONED • NOTARY S TURE PRINTED NAME GEORGIANN SAMPSON NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT BELLEVUE MY COMMISSION EXPIRES ON 7-20-93 to r.'� r. um O n N CO CD • N =pAcp/rh I4-R-a7 • CHICAGO TITLE INSURANCE COMPANY EXHIBIT A EscrowNo 550028 SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF PURPOSE ROAD AREA AFFECTED WEST 30 FEET RECORDED JULY 19, 1947 RECORDING NUMBER 3706366 AFFECTS PARCEL C EASEMENT AND THE TERMS AMID CONDITIONS THEREOF PURPOSE ROAD AREA AFFECTED EAST 30 FEET RECORDED APRIL 13, 1961 RECORDING NUMBER 5272207 AFFECTS PARCEL C EASEMENT AND THE TERMS AND CONDITIONS THEREOF co N DISCLOSED BY REAL ESTATE CONTRACT mm c IN FAVOR OF OWNERS PURPOSE WATERLINE n AFFECTS 6 FEET WIDE RUNNING NORTH AND SOUTH 112 FEET WEST OF THE EAST LINE OF SAID PREMISES um o RECORDED APRIL 13, 1961 c2 RECORDING NUMBER 5272207 a SAID EASEMENT IS ALSO DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7809200959 AFFECTS PARCEL C EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTEE PUGET SOUND POWER & LIGHT COMPANY PURPOSE ELECTRIC LINE, INCLUDING ALL NECESSARY POLES, ANCHORS, WIRES AND FIXTURES AREA AFFECTED THE SOUTH 16 FEET RECORDED JULY 1, 1965 RECORDING NUMBER 5898044 AFFECTS PARCEL B ;Kfi? CITY OF RENTON, ORDINANCE NUMBER 4612, ESTABLISHING AN ASSESSMENT DISTRICT w(H[BR/RnA/VA9 • CHICAGO TITLE INSURANCE COMPANY EXHIBIT A Escrow No 550028 (continued) FOR SANITARY SEWER SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES, RECORDED UNDER RECORDING NUMBER 9606210966 MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 9805269004 , AS FOLLOWS ACCESS ROAD APPEARS TO ENCROACH ONTO PROPERTY NORTHWESTERLY OF SAID PREMISES, MEANDERING FENCE APPEARS TO ENCROACH ONTO PROPERTY ON THE WEST AND NORTH OF SAID PREMISES N O co CM a exhib-tc/r1m/121196 20001 3 01463 CHICAGO TITI OCO 12 00 PACE l_�OF Al4eiOUNTY1 Llpa Chns Osborn E 1786619 Short Cressman&Burgess Suite 3000,999 3td Ave 11/13/2 15'44 KING COUNTY, uZ Seattle,WA 98104 SALE Se 00 PAGE 00i OF 003 (Space above this line for recorder's use only) • DOCUMENT TITLE: Quitclaim Deed REFERENCE NUMBER(S) OF N/A RELATED DOCUMENTS:UZI L Additional reference numbers on page(s)N/A of document GRANTOR: Ruth and Paul Brandal, Husband and Wife GRANTEE: Belmont Homes,Inc *-- ABBREVIATED LEGAL DESCRIPTION: 1✓1✓ S a/, /a - .? 3 -s • -.� Additional legal on page of document ASSESSOR'S TAX PARCEL /' -? 3 0l - j ..) 3 ) , S .D 3S, S O 6 / NO(S). CHICACO TITLE INS CO QUITCLAIM DEED REF4, THE GRANTORS, Ruth Brandal and Paul Brandal, Husband and Wife in consideration of TEN AND NO/]00 DOLLA .S($10 00)and other good and valuable consideration in hand paid, conveys and quitclaims to BELMONT HOMES, INC the real estate described in attached 296918 1%68°'oL0 1'i0 l5904 00001 1 Exhibit A, situated in the County of King, State of Washington, together with all after acquired title of the Grantor therein DATED October 3) ,2000 GRANTORS: 64,a,gdet_LC Ruth Brandal 4,010i, Paul Brandal �-t Cr) f• 73 296918 1/68%Z01'/015904 00001 2 STATE OF WASHINGTON ) ss COUNTY OF S` E'n?1 1.511 I certify that I know or have satisfactory evidence that Ruth Brandal and Paul Brandal are the persons who appeared before me, and said persons acknowledged that they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument DATED OCj- .,0 31, 2000 r / ,,.•�'�' !It ���• Name (fV j(Q M c ea G h ,•'���u f• .. NOTARY PUBLIC in and for the ate of & i+N0TARr f �i`1r _ Washington, residing at EvQr-Q M}l A"•" ::OLIO My Appointment expires g—0 3 p wduo x�w�+.. (Use this space for notanal stamp/seal) • i, 296918 1/68%Z01 U015904 00001 3 EXHIBIT A LEGAL DESCRIPTION FOR QUIT CLAIM AREA • THE SOUTH 15 00 FEET OF;THE EAST 150 00 FEET OF THE EAST 2 ACRES OF THE SOUTH HALF OF THE SOUTHWEST'QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION.10,TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,WASHINGTON, EXCEPT THE EAST 30 00 FEET THEREOF ' AND TOGETHER WITH THE EAST 30 00 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON cn eitaR SygN AO V}WASF/� e CV ia- 46'. et C. m eC , 44 ® S� cj ALLAT i UMW 5/19/41 G1-711::)b NORTH LINE OF THE S 1/2 OF THE S W 1/4 OF THE 1 N W 1/4 OF THE S W 1/4 OF SEC 10, TWP 23N , RGE 5F, WM ^ r re . U w 9235 N a 023p5_ • 3 NO \\\ o \ tl7c,i WON N41� Q O 4.F . d I 90° '-l`rz,1 e0 4+ y 102-50 ' 0'-II. cv \ o oO N IA° w�a I w .1 • ¢GEC \ Z•- u ~ r=- �u41i PP HATCHED AREA TO �3~ e� p o W WE QUIT CLAIMED —�`\ w Z o Li L. Z N p CC 1•--- .� 0 `N — / _� -9236 -9251 v NO 1p2305 N0 102-505 1 P P/kGEL 1 P PPGtiL \ c^w 150' \ i _ _ ___ __ ".._ ,\\\_\\\\\ Zyg-1N\\\\\\\\\ \ t \_S.W!Ir1/4`01 I ISEC 1 10, 1 I WPU123Nl1 .,..,,.,...,, RGE 5E , W M 11 ) .09:er% .F f A., r. i L. ....Ostit li :. f ,' •• SCALE 1" = 60' 's 0••.,Q 35145 Q:4\ 5 Fss/n••t LAND SJ NW1/4. SW1/4. SEC. 10, T. 23 N., R. 5 E.. W.M. dl�l.frQiQr .7WlJ'LQ/YL OG ��b.ci '3, EXPIRES 5/19/D1' �,� • "••••••••• •,•••••,,,,,,,,, ;, ,,, PROFESSIONAL LAND SURVEYORS P 0 BOX 289, W00DINVILLE, WA 98072 (425) 486-1252 . C,`•?rilne'. let f),t't jetri....rsori(K) • • /Of bpi 'Inv 133.10 ....., 6 71'7661 - Lrt14,..y • D 3 1141Lon, Adicix,41itttit..404r TO PO•stal Telegraph CAstbiit-Or: * • Tv &T./It to sr..1 art tiuko ecela.."4 Otiv°44tra493t 4 +,'4 1 I r'" tr 'F`Q164- . A grApIt _ ite 434 zt P•t2I04 •and .ft;lettar v es o PrT)tY. tr. 1.41-4c---it111.444.e Sec) , .30100 of• T. 2,'S 17, ofTc a:f t t OP el' ":•: • • . . 6: "7' ). 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"211:• .';44 --.,ix;;:igt1t#1;j04••*:;:.::?.. .‘75,':...,51.,.... .a i. '•''`t •''''''••' ' Toyt.'1Z, '... ','' . .11f,‘".. 'f• : , ' ''II ,‘•k'1•7,-.,e-,k, z 5,yr -•... i 4.1t... 1•414,,,,,t t ...A•.-e ,•• • ,f.,2 ••i.,t. -,ov . ..,!.• ....,-,••A 7.,.-,.;.'..:A....,''7,...,.•:•.'.... ..''; i•,7.N.1:.7.4%,';•,...\ii. f:.447-1.rit4;.-%,•••• „• • -fr4f.X '''41illi.f.tZ...7,,,‘ ,I.:::7.4:kiiiel,'',.'t•il,Zt'14r:... i --'440..."‘/Tci142 :).:'i:;i*X2:.:. 57,i....`.j i '. ••••'s\:..' 3'44 t.,":4t:?*.: •1:‘4'.-:: .. . '1/:-(;51 i;//-1!1‘4C.A;i•it.'.' :1 '.J:l'i.'''t•-`'4.k4'.‘airarra,''j. *:.••,.1:'". -• e .IA)h'':•:"'n••#,•rt# ....bag,..e7.'...":-.4,.-j.........!.;:ALI,t.ja,C"i1;;•;Vy•44:,.fj•fr .•;."?' • lit.P<;'}' %..... •,7,4-ii.-''r•r:ir...V.‘' ,...-.' ,' 71,711X"‘Rre :ltl".• 5.• -* .•:.4.110. •. . . - • .. ..., •-`-`;-`-;''''.'.-' x.• ''''..:•".:; , . iih, ,...,, .. .. .,..... .....• .,'. I'1' /If 4., • .•..• ,.F.4 4 ..• s,: •..1: - i...' ' •• '.''. ' tit:41.4g& • . TW9gPlirri:•6:?..1',.'Slr''', .•.t."- ••...:-.:::.-777.:':-•.'.•. . --* .. • ..',..-.-.,....•:: ,,c-=',....o--...r.44v,-••••.,.„ . f...,. . .. , lid::,•'. .. - .. ..., iiiiCIET. SOUND POWER i LIGHT COMPAPP4'i'' •'''''''•••4'•• .: ::.': &•:.:44-4t,V'al''.••AAiTt,Pit:.. ..._ ,,or.1(4N;-.',),...i-,`,34-.Q.7.-e:::•,-,...',:•;.t,';....31,,....... . : - so...3..1 . .. i ,eapaupcp.olle,party.aloe amid perk a. •--. . ,— ,.„..,..... ... . . .• ,,67XN4`,......11.,...._.„ ..._..__. ____ . . .P74/444 •':./PeA103J-7:"";.,1-=r1;strittATis...;:i:•.;.0m-,:C4A-1.:4;;;;:s....-...... '. '21.i-A,......,..,-,"".....m.-§gwousim-pairsrwer.m.......*.WITNESSETH: . _ . , ;.(.4,i-:'.,:::::::;4,,,, :.•• ...:. - c• ,..7:1`,1q.sik',494051b,!el4Y.,•4,:retviiilillpt.roF..St,,iiis',4`4•,•:;,:k,-,5;4V....:e,..,....;•,,:d., . . •-n o 4,0 trzfilSit.'nf. „-Thet the Greitteitab for anglit,eiesideratien_eg the sum ef . • •fiz3..ire,:;:tr-.,*:•.',.4.:t.:-:.:;.••:•• 0...0 •."1-.V4,41 .1.4Tz..Vts :r,•,•,,;:••.,•,.y.;.,•7!: ''. ." • . . .. '''''''...1),i(Villa,11'.f(i'1"'..'".''''''''.11.).aid ether.valislible`iiMildiratiend;reeelpt of which is hereby ecknovrledged, pon'og;,''''•••"'."''''.•;;-. ..* . . • 4.4.e.,f, . ,owronr-....:......:•sed -• . .;;"*.,t,7%,.';....'es.,•,:sz,....,- .:..,i•f•-..K.:,..,.'1;er•-•;91*;:tgiii.`.•.',.•f :•!-:.• *-•1,•'•'`-', ••'•• - .• • .'•-,.41-i. grentl"to the'Gientieiliesemeeieers and elleigni the right,privilege and authority to construct,erect,atter;heiliej;,-4'•-• : . ,* ',.:'••!.,::••:.... ...:,..-,...:•:.,,fr••:•,•••••2,":•ti-fket••%';•"•:: '•4-; • • . ...... • .. ., '' • •;•1;.•;•.;.T;•.;,..'opopita'aiod."maintain'iiiIA•Noctrls Ar.eiiiiMailme and distri. kitties,' line,consisting of al.._4_.Liiittejine of poles.with•‘ ••••••"'' --- • • if,%,..,...,,..1.: ,..:.:.,•••;.,?......"43,:`'::3.,••-,•,,•:7F1,.'r"?.1'..'.7 7%'•:' •••• - • " ' - . - _ . _ _-•!!!... , .1"1"4, . . 1 guys sad and**wedge ideoa.spen or suspend from such poles transmIeslon,.dlebibution and signal wires.isisulaisio;,---•=:- .. t ,,k,`•.:•...'•transforiners iitd other 1100/66117:0,co/tinniest appurtenance*across, over and upon the following demigod lows"- •-:•-•- • sied.premises • -.....•.... • 'situatedin thd.Eiunty ag • • ' /1717 • . State of Washington, to-wit: S ..- , / . .. . ...• - ' -771 e .57‘ is )8e e/- o7f. --/A e .5 0'y i- 4 /1 7`ife- Al Mir -_oz • . . il See 7e/o4 /0 /0 14,f-ry 54 90 2-3 11 oy-7A • . . .. / . . .... • . .., .., ..,. . . - Pa rife .c. L----72.51- W Al . . —' • •. . . , . -. - ..• - . • . . . •. .. . . . - . . . - . . . , , . . . . . . . . • .. . . . • . , .• , . . . . , . . . . t . •.. • . . • . The center line of said transmission and distribution tine to be located as follows: . . ... - HIritoe-r) (14) jeee71 gar lir 94i •. . - .. . o l'Ati .50a-A I/Pie ...ty -54v.ii 1-7.2:26f-/4- . . . . . • • • . . • • . . . . •. . . . . . . • . • Together with the right at all times to the Grantee,its successors and assigns, of Ingress to and egress from said lands eases ad- • Jacent lands of the Grsntorj for the purpose of constructing.reconstructing, repairing, renewing. altering, changing. patrolling ,'• and operating said line,and the right at any time to remove said poles,wires and appurtenances from said lands. • ,: • . , • • . gn•nolifrygorrooki-laada.zdaoh,Jfitoo_otluiviref-alse-Ga'ontos,-4maatleete-e-nemrami-or-deogee-semaid-ilue. . • . •rmreriiiP--. •• . .....•. • ... ... Th•rIghtlkiltle.prIO.Itegesand authority hereby granted shall continue and be In force until such time as the Grantee.its-. .. . owners eir esiiii,shall ii:.inaMan tly reoiWZ-e- said poles,wires and appurtenances from said lands,or shall otherwise permanently • • . , .__!••• - • . abandon said Ime.at vollish.theie ail gawk rights.title,privileges and authoHty hereby granted shall terminate. • • • . , •`*--.IN WITIfiai WHERECIP; this-instrument has been executed • h•day and year first above written. . . . • ::i,"- • .,;j:..,...,.:::".. ..%:1,,,,......:::.....'.,.;!..C..i'•1.1' • • ..... ii.:2:*1 : '.. ...':-:. '.1 . !.... ' ;',,:, ••-•,.: :::......,.. ...:r ..;t.7.:,,,.:1-4''•.•i'•-•-•:0:::.1•:%".:-.-....;,„.a...'...,- '• ." • - . • ....1..! :. -.::••i ..:.e-..'- : :•••:'-'•....:. ......,' •:'Z'.:-.;:•:: ::''' • • . - V. '.4 r'l'.:•-1 ,Y ..-::- . .,.1,, . •.;:;!..%. -:_..:!'.,-''. • •, ;"iX1.4,P.:,'7"1...:47:'''g,.g,•, ,3'7.,..V.,,i?....>"'..?-;'!.'"....-‘-,..i'•‘:.....',..' • . F.4.'..-...i1"..'.'7'''..7 g'11:;:l25...."r'..3'• '.:*....:'......, .'': .."... . .. , .'.4-•':;', '.;:-.'.. ...•• ''••r. .....".',7;07,4V:„..--,t-1-' ' .--'. 7:t.'"--- 4761---' .. •. -!........j.''--1 iist"--;•f se, lq"F.4.'l'"cs../!;-r--*--.1"....- • '''..,'1,e'',;,?;1.:i:j"..--";;•e'-4,° ,,,•.:g..-.-,..•..,...;;:;., . • V . ,C1.1LI4/1/1-- j_°r.c( 444 ..-4:,....ir:, •-:-..tle;;..p', l': . .. . . . .. roil-- • '-• 'IA ' ' ...; , .. , . . '' • ,maJ� R~`: aye,;` 9u �1a � ;I �•r.��\.R .raa'w�vF •*r - . h • . 1• 4" 1, /.>• .^ .r ��,t ofili ._A! ... 4� ',t .or ZZl1a .• . !, ' •f `.' ',;• :,t Fli'z''$hs wed, a Xotory PO011f� do hereby Ntt1f7.tbo! a4 toss .a; a"!rjica'-4'. 2 Z day of �rD /fi�'+f19 3�' ,Dereoaa137 epp.srod before se fi , :r*J. / °-� `1 "Ma11 ,J • 7 17 to me headt to be the inditiduel described in end who 77; '.::i" '• J Iran• G, rfr�'r i'le_ . • ,,t�y� f....;:_..,;,• Lam /Ilrr,c� /3�,-,e- iz/ ;;>_,''''',,_soireotid 'the within inetruseat. end as @Stormer ilt-riot for ilirl.n 8trif, I I - seas t. ,.. bii p r i r1 'r'nal5 and askaowledgsd that he 'toed `' ;7f..''the mace as his free rolmtar7 octane'died, and the tree and wolnntert act and •.'• r•Y:died of said Drr n e r pe I for the naes and carpoe•a therein =.attoa.c. • •,,a;;-` ;O1vwi::umd•r ay band and official meal the day and year in this certificate •`' ,4t�,' {•../am , • �Gtr/4i 1. ; //4 7IT,J ;�4,#ase� �,r�:';. salary Public in and for the State of `�:.,•H�,rA QY;^ ® • b„mhinatan. reaidino at Seattle. • ...... .. ..,....r,� .....r.�-�..��.-...0... .........ti... ....was M�atJti .t. -tlist .. tOt.mittvat immaM . • • r r.a4Yi ..,.u.. •n.I .. 14 >i �� r s ; a ( < : ; ti A ` r • • if A• :n. Yr •. f e' N p j 1 p ° 3 > = o w • I ! g •. O • Mrs'CI a �;I t (• t wau Ltmarngsmi . 4 ' - A-a N . to (Sp and 2ria - :As 582 - ov) $.1,04. ,i.,..--•,i• ibtio,r Y; glatts-.-4.06 0910 i'.. :... r . A Ot ix the SW; 04 ..1...est is.; .17,1,;k, ;:', Ili 5 elloa towit: Ti,.e E .250 of the 45. . *Sat 4.36 t of the 1.47 716;j81 c.i• t...e .-.".•:',Wt,.. of tilt: :-.*.W•Ji. o :-Al •...t3° 10 pole line--.... I:ildor .it.. Ea..latram .'..11ie ;.... 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';:`","•-;."'•:.! • • , • • •' -civiiit•ei.'Co -of al titrscitithwest quarter (SW ) •. • ..• , •',i.:f . • • 'of Seca' 1,0;• Twp: 23 5'North, Range. Ez-.W.• M. -- . . ,-.,....,:...,..-1.-,•:',•-:. -...: • . • EXCEPT 15 feet,tai'tlie, houth aide reserved for . • •••-,',"•"•,-v• -' 1 • '-*_. . . ,...,. ... . ..•• -.4 - .. :• road frful 30 feet 'onlAhe• west side reserved, for . ::,.--,:•"•'':::::...••••• -• • :•:.•••.,: „. • , • county•roadi 'sitifilitrsin the County. of King, . ., • . State of Washingt,Onl RESERVING, however, a .: • • .*:•••'.'......5--.,.„...-.,,': • life estate gerein to the Grantor.: • ' ''.7;..:....::).,•-,:,-. .. ,.. , ... .,, .,. .„ . ..„ .. . - i , ,..... .. .. • • . Dated July i --1-t1947. - a '..••••-•*;'2.'.•':** f. ,"..,. • - ... . . ... , .. .. . ...... . . • , , . - • . ••-;':':',.v.,'••4:::',. - . . Signed in presence of_ , . ,.. . ..1 , . e.e_yrocvk., . . • ri . d . • . •,,,,;.„:„:.: • • • .. ... .. ... ... ,..• ... . . . . :„.. ...•,.. , ,..:::„:„.........• . • .?•Li. - 9,4tALA A't&A-it---. . . . . . • •• • I. • . . . 1 . , • • •. . . •' . . " • • . .. . • . ' . • • . . • .:'3,:•4 • . • • • . . " • '•'':-.ri.? .: •:. STATE •OF WASHINGTON 0.•;•• • • , • • • • i7...... . SS. . - ' • . • t • :;'..‘k....5' ' • • .- • , • . . • ••7'.1:-.•:-..=. - COUNTY OF ECM. . • • -zi.,•;,, . . . . . •-• -• . . • . . • . . .. . • . . . . • „.IP '. " '..:•':.L'.-:',:,":r•:...• . . • ..- 'I : the undersigned, ,.:a Notary Public in. .'d for the State of • - • •i..k.,-."-•• '. - , :.1,-•.- ' Washington,hereby •c:ertify..that on this 1 • •day of .July 1947 i: .........;•••••:.... . . .., :-- •-F,:•••%::,,,,:•-•... • . • per o onni 1_ 1•• appp.are . • MD -.:•-,"• (I: before me. ET.TIF:R J. A 0 r. 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" '_:';••••- ••.-•--..-------------_ ---:,:--.--- . • . __ ... - - '.1-. 2-..•-•.•-::.::.:.:-.:::::: • . .-.... •-,:',',.:;.•.• . • -:,-.1-.1.,•,.:::.-.,- ; ...„:;....-.1-1,'-_-.:,1:7-,T.-,rz : ; -::--'''':.':•-••-. . •• i . /...C.T. 'i -7--------.-------: • ._. :, - ,-.-•(:*•i•• .-; . , . .•. . ..-, .. , ..- . . . . . ... ..-. .. . •.. •-••— •- .. . . . . • . . . ... .• •. .• . . ,:- - • . , • . . • .',ir p • ,^.r • • • . J — i, :F• - i• :7 P' . _.�..':1'.:V'.^... _•.. .. .., �--_.....�.•731`:ar:. ,• _-�-,_..--.... v/ Pv,.):viv-..i� ._--_... :. _ .1 • i .. .. ;- -.. _ _ __._..._.._..' - ;:fir, •III tie ri ' o i 1 I , CD • i -- --.REQUE`oj It to ? -• CO i ns . w I O d 3 ,3•1 J.,;;•, 1►• as to s' + jig C.1_ r` J i) . t' rr i .T:, O . a �" RECOii05 tl ELEGTIC•tl i • — -��r•-• y KING CUt:TY.WA`�' W 3 • W a� a • roar t.ls Statutory Warranty Dodd THE GRANTORS JOHN WILLIAM LONGINAKER and GLADYS M. LONGINAKER, his wife, .-a _i for and in consideration of TWO THOUSAND TWO HUNDRED FIFTY AND NO/100 ($2,230.00) in hand paid,coneys and warrants to MELVIN E. GODSON and EUNICE E. GODSON, his wife, c' the foll owing described real estate,situated in the County of King . .State of • Washington. ,j -0 The East two acres of the South half of the CD Southwest quarter of the Northwest quarter of r.- the Southwest quarter of Section 10, Township 23 North, Range 3, E.W.M., EXCEPT the south 120' thereof and the North 1106 thereof and EXCEPT the East 30r for road purposes.. SUBJECT to an easement 6' in width for a water line, the center line of said easement being described as follows: A line running in a souther'.: • direction from the north line of said property to the south line of said propertxl_btiing,para11e1 to the east property line end approx. 112' from said hhge`` rritt etd.t$t"111dlfillmen• of that certain real estate contract between the parties hereto, dated March .45�. ig 61 and •ondltloned for the conveyance of the above ' ••• des.ribed prooerty.and the covenants of warranty herein contained shall not apoly to any title. interest or encumbrance arising by,through or under the purchaser in salt' contract, and shall not apt•:y to any taxes. assessments or other charges levied, d or becoming due subsequent • to the date of said contract. Deal Estate T:xcise Tax paid No: E421323� on 4-12-61. • Subl,•et to all easements, restrictions and reservations of record. If ana. "�f Dated this day of March, 1961. r ( . By ; `' `-` .. :'"'. 5.-.... DEPUTY iI_,_f��Glit •7.. ri, —. / leant.) STATE OF WASHINGTON,/ County of KING` On this day personally appeared before me JOHN WILLIAM LONGINAKER and GLADYS M. .LONGINAKER his wife, to me known to be the in y it;sd in and who executed the within and foregoing lestroatmt, and acksowkdged that t ,r..4 as their free and voluntary act and died,foe the uses and purposes . • . "''- • .,• GIVEN under my heloAeial ttaei*li s, Z / day of M h, 1 ( 1. as 1,- ►-v_ A� • N:44,.......1t--- . • f..y�... t•� , Notary Public is and Jor as Stare of Wathiagtou, • y••• ... 4t, •er''-• Renton. • „tom•sV A ti, 2000111 001464 SHORT CRESSMAN & BURGESS CHICAGO TUI1.E ERE 17 e0 999 3rd Ave, Suite 3000 PAGEa0,1 OOFFl5 Ste 55 Seattle, Washington 98104 KING COUNTY, YA Chris Osborn DOCUMENT TITLE: Access Easement Agreement REFERENCE NUMBER(S)OF King County Auditor's File No 890460255 RELATED DOCUMENTS: QM Additional reference numbers on page(s)_of document GRANTOR 1 Belmont Homes,Inc c-D GRANTEE: 1 Ruth and Paul Brandal,Husband and Wife ABBREVIATED LEGAL s {�J S tJ , /d - 2 1, DESCRIPTION: Additional legal on page_of document 1,4 ASSESSOR'S TAX PARCEL NO(S). /r' 3 a £ - ? /o f ACCESS EASEMENT AGREEMENT THIS ACCESS EASEMENT AGREEMENT(the "Agreement")is made and entered into this 3/3tday of October, 2000,by and between Belmont Homes, Inc("Belmont")and Ruth and Paul Brandal, husband and wife("Brandal"), based upon the following RECITALS A Belmont is the owner of that certain real property located in King County, Washington, and legally descnbed in attached Exhibit A("Belmont's Property") EXCIC T,' N T r -QUIP-D ,, o� Kl C . R s lvisip TITLE INS CO u ry -,EF# S63 /o 294202 2/508Y031/017415 00001 1 C Brandal is the owner of that certain real property located King County, Washington, and legally described in attached Exhibit B ("Brandal's Property") D In return for Brandal's Quit Claim Deed to Belmont of even date, Belmont desires to provide Brandal with the following non-exclusive easement for ingress and egress AGREEMENT IN CONSIDERATION of the mutual promises and covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned covenant, stipulate and agree as follows 1 Grant of Easement to Bran Ial. Belmont grants and conveys to Brandal a perpetual, non-exclusive "Easement"for ingress and egress over, on, under and across that portion of Belmont's property described in attached Exhibit C The Easement shall be appurtenant to the Brandal Property 2. Maintenance Costs. Brandal shall hold Belmont harmless for all costs, expenses and liabilities associated with the Easement Brandal also agrees to defend, indemnify and hold Belmont their successors and assigns from and against all claims, liens, losses, liabilities and expenses (including attorneys' fees and court costs)incurred by or asserted against Belmont or its successors and assigns as a result of any negligent or wrongful acts or maintenance or repair on the Easement or any improvements thereon by Brandal or their employees, agents, contractors,successors or assigns This indemnity shall run with the land and shall inure to the benefit of the owners of any portion of Belmont's Property 3 Easement to Remain Clear. No party may place,store, construct, erect or install upon the Easement anything whatsoever that impedes the free ingress and egress across the Easement 4 TgrminatiQn of Easement. Brandal agrees that in the event Belmont shall dedicate all or such portion of the Easement for public right-of-way, such portion of the Easement so dedicated shall terminate automatically 5 Severability. The invalidation by any court of any reservation, covenant, restriction,linutation or agreement herein contained shall in no way affect any of the other provisions hereof and the same shall remain in full force and effect 6 Runs With the Land. This Agreement constitutes a covenant running with the land affecting Brandal's Property'and Belmont's Property, and shall be binding upon and inure to the benefit of the respective owners, and their successors and assigns 294202 2/5 c@8Y03 V017415 00001 2 10 Attorneys' Fges. If any party brings a legal proceeding to enforce or obtain a declaration of its rights under this Agreement, including any arbitration or action to enforce any lien for maintenance costs, the prevailing parting in such legal proceeding shall be entitled to recover its reasonable costs and attorneys' fees from the nonprevailing party DATED this ad ay of October, 2000 Beim m , c B obe Wenzl s President Ruth Brandal Paul Brandal _ c I. ci 294202 215@8Y034017415 00001 3 7 Attorneys' Fees. If any party bnngs a legal proceeding to enforce or obtain a declaration of its rights under this Agreement, including any arbitration or action to enforce any lien for maintenance costs, the prevailing parting in such legal proceeding shall be entitled to recover its reasonable costs and attorneys' fees from the nonprevailing party DATED this_day of October, 2000 Belmont Homes, Inc By Robert Wenzl Its President Q /6(�.Ka GLe /a�3t/o 0 Ruth Brandal •r; amm.s `• Paul Brandal • 294202 2/5@sY03'/017415 00001 3 STATE OF WASHINGTON ) COUNTY OR( M a3 I certify that I know or have satisfactory evidence that RUTH BRANDAL and PAUL BRANDAL are the persons who appeared before me, and said persons acknowledged that they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned 6.1106,er in the instrument DATED , 2000 • • Me �" M.P(JJ(((2 t4 I Name Gt rC(G Of *': NOTARY P LIC in and for the State of O!PI,�-� f' +;�» i Washington, residing at gueI4 ft, �w a A wAppointmente res t=te -� V O LAG far II My expires �-!1 .WAS 'I,0 r-- -D (Use this space for notarial stamp/seal) cv • 294202 2/5,a@8 Y031/01 7415 00001 4 STATE OF WASHINGTON ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Robert Wenzl 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 this instrument and acknowledged it as the President of Belmont Homes, Inc,a Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument DATED C 7 6±1 4" , 2000 %l'•,•, f.11II / V� ..r CHRIST uttt '/� • 4� " F, •�t311% Pnn ame �F L� _ (. ie-Kin �. nki o 1My ,`'z 2 NOTARY PUBLIC in and forr'the State of WA"— , Washington, residing at 1/ CUA.Gt PjrnL1G � My Appointment expires ll—Of — OS -Op vick5y, c c- (Use this space for notanal stamp/seal) 294202 2/5@8Y031/017415 00001 5 EXHIBIT A Legal Description --Belmont's Property The east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 north, rage 5 east, Willamette Mendian, in King, County, Washington, except the south 120 feet thereof, except the north 110 feet thereof, and except the east 30 feet for road purposes, And The north 110 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 north, Range 5 east,Willamette Mendian, in King County, Washington; except the east 30 feet for road purposes, And The east two acres of the south half of the southwest quarter of the CD northwest quarter of the southwest quarter of Section 10, Township 23 north, Range 5 east, Willamette Mendian, in King, County, Washington, except the south 120 feet thereof; except the north 110 feet thereof, and except the east 30 feet for road purposes, and The south 120 feet of the east 150 feet of the east two acres of the south half of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 north, Range 5 east, Willamette Meridian, in King County Washington, except the east 30 feet and the south 15 feet thereof; together with m easement for roadway over the south 15 feet of the west 650 feet of the southwest quarter of the northwest quarter of the southwest quarter of Section 10, Township 23 north, Range 5 east, Willamette Mendian, in King County, Washington 294202 2/SCc@8Y03I/017415 00001 6 EXHIBIT B Legal Description—Brandal's Property The West 3 acres, more or less, of the South Half of the Southwest Quarter of the Northwest Quarter of the Southwest Quarter of Section 10, Township 23 North, Range 5 East W M in King County, Washington,ALSO DESCRIBED AS the South Half of the Southwest Quarter of the Northwest Quarter of the Southwest Quarter of said Lat Section 10, Township 23 North,Range 5 East W M Except the East 2 Acres thereof, and Except 15 feet on the South side reserved for road and 30 feet on the West side reserved for County Road ci 1 294202 215(48Y031/0174 i 5 00001 7 //I c ACCESS EASEMENT • THE NORTH 5 00 FEET OF THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST,WILLAMETTE MERIDIAN, EXCEPT THE WEST 153 00 FEET THEREOF C-, Y) r-• c_} • oeck SH0:14,0 c pQ 42, 00 WAS(4.,, . a act. s,atrus 5/19/0\ C�tOr:21 • F 0) QQ (vv CJ Oh �� AD I I c, I �kv I -7 /..._.. (' ACCESS EASEMENT N LINE OF THE S,W 1/4 OF THE r- cif S W 1/4 OF SEC 10. TWP 23N , n RGE 5E, WM. � z Orn� J m Dorn _. rn T LP 1,1 Z � PARCEL NO 102305-9105 mcmlo . ON ��-I mew Ma"r m= �rn rnNo o* �— m S LINE OF THE N 299' OF THE S W 1/4 I*Ni"j Z * OF THE S W 1/4 OF SEC 10, TWP 23N , \ o RGE 5E, WM -.'' N �m I 1 VI W NER SNP OQ " .' • r.5 '.. •N z - : 3 SCALE 1' = 100' ' ., ,Q 35145 / 4,1/ ONR t Aw L ANo SW1/4, SW1/4. SEC. 10. T. 23 N.. R. 5 E. W.M. EXPIRES 5/19/OI e . t�aa1 &ilnncvn• & .�hbaa. PROFESSIONAL LAND SURVEYORS P 0 BOX 289, WOODINVILLE WA 96072 (425) 456-1252 : 1110 1111111111 20001 3 01463 CHICAG0 TII __OCA 12 00 PAiG/E� 0�00t�a L KING3COUNTY,BWAa Chris Osborn E1786619 Short Cressman&Burgess Suite 3000,999 3rd Ave 11/13/200S 15'44 KING COUNTY, WA Seattle,WA 98104 SIZE A ee PAGE 001 OF 003 (Space above this line for recorder's use only) DOCUMENT TITLE: Quitclaim Deed REFERENCE NUMBER(S) OF N/A RELATED DOCUMENTS: Additional reference numbers on page(s)N/A of document GRANTOR: Ruth and Paul Brandal, Husband and Wife CYi GRANTEE: Belmont Homes, Inc ABBREVIATED LEGAL • , DESCRIPTION: '" ' - . /a - 3 -s Additional legal on page_of document ASSESSOR'S TAX PARCEL /a .? 3 a l - 7 .) 3 7 S .) 34 S o b / NO(S). CHICACO TITLE INS CO QUITCLAIM DEED REF /2-7_S ,d, THE GRANTORS, Ruth Brandal and Paul Brandal, Husband and Wife in consideration of TEN AND NO/100 DOLLARS ($10 00)and other good and valuable consideration in hand paid, conveys and quitclaims to BELMONT HOMES, INC the real estate described in attached 296918 1168%G011/015904 00001 1 Exhibit A, situated in the County of King, State of Washington, together with all after acquired title of the Grantor therein DATED October 31, 2000 GRANTORS: AcCk 64.a.,AdEr—e Ruth Brandal /7/1/42(1/41, Paul Brenda) 4.13 Cr.) t. 296918 1/68'/ZZ011/015904 00001 2 STATE OF WASHINGTON ) ) ss COUNTY OF ?7r � ) I certify that I know or have satisfactory evidence that Ruth Brandal and Paul Brandal are the persons who appeared before me, and said persons acknowledged that they signed the instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument DATED 6d-6 6(31, 2000 •'''0 Me 07,,, 9 Name c rci Ale e je( c, ''�s�' r NOTARY PUBLIC in and for the ate of & i•NOTARr Washington, residing at EV.Qr.Q , i 04 Alin.""' : My Appointment expires g —0 3 (Use this space for notarial stamp/seal) c7 CO l 1 1 • .. 296918 1/68°%Z01 U015904 00001 3 COUNT LEGAL DESCRIPTION FOR QUIT CLAIM AREA THE SOUTH 15 00 FEET OF THE EAST 150 00 FEET OF THE EAST 2 ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST.QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY,WASHINGTON, EXCEPT THE EAST 30 00 FEET THEREOF AND TOGETHER WITH THE EAST 30 00 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON ta.a G CD t`7 r- 'gyp/• a',• py�A SH,gN O �wnsb Fe • c7 Q y �a Z 6i '64:LLAti" ;mows 5/19/0) g1-3•1'De • NORTH LINE OF THE S 1/2 OF THE S W 1/4 OF THE I T —N W 1/4 OF THE S W 1/4 OF SEC 10, TWP_23N , ROE 5F, WM • C U g�„ ww 0- 0 En 10Z5p5,02 1 z I. w33 , 1ya \ ,, � = z AR o¢sI- wo P \\\ \ 0 I- o \\ ,n - _ s U0 in w \ ` =CC. C w ago I \ _ ' 1 i- z Cn a. w m 10Z,5(1D-- o� \ wo 0 N -'• ram.. ~ = (Aw pPFtGELNO 30' Zr v 'n HATCHED AREA TO -' e� o z 611 BE QUIT CLAIMED —� wzo 0 �\ 14.1 Z LA„ CC N 0 .--.. Z (n CV - v N 1p2�0 -9256 N 10Z�05-925� P p,ROE\' a I)PROt� O N 150' - :k\, . ' \\ _i_ -______ I.- _ i \\ ----\ t N. I INL Of NIL `a W 1/4 01 IIII ,,....:.......,..."4''....................,.,..,i, RGE 15E4, W M SECOf 10, I1Yf� 2 SN , . i i 0?Y‘" ---.4.S,'11'e 1 ,11<c' r. 4/ER SH ei/V K k, • • SCALE 1" = 6.0' 1'o• ,p 35145 '-� • Sic LAND SJ NW1/4. SW1/4. SEC. 10. T. 23 N.. R. 5 E.. W.M. EXPIRES 5/19/�1 1,� .e4zc1 t7ifRA,Q47, & 4t40o. `"••••••••,•,,•••••• ,,"1 PROFESSIONAL LAND SURVEYORS P 0 BOX 289, WOODINVILLE, WA 98072 (425) 486-1252 CERTIFICATE g WHEN RECORDED RETURN TO: t,the u crs:ig ned, � Clerk of the Office of the city c'.rk 21 City of enton, VVz3hington, certy that this its a true Renton R•funicp II building 200 MilOvenue south and correct copy of - ft • /8" . xentoa VA 980fir Subscribed and Sea!-'•+ ' • : of.. Jr lb 9.4 �� , A . • fira'erk r 1, g CZ: • w Ze CITY OF RENTON, WASHINGTON i . ORDINANCE NO. 4612 y 0 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON", Q ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER . SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUE-BASINS AND ESTABLISHING THE '" AMOUNT OF THE CHARGE UPON CONNECTION TO TEE FACILITIES. t c THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN i• F AS FOLLOWS: 1 1 SECTION I, There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by. the East i CD g Renton Sanitary Sewer Interceptor in the northeast quadrant of the w 1 0 City of Renton and a portion of its urban growth area within :" unincorporated Xing County, which area is more particularly '?' g 6 (.1) described in Exhibit "A" attached hereto. A map of the service ,, 1 area is attached as Exhibit "B." The recording of this document is i e to provide notification of potential connection and interest charges. While this connection charge may be paid at any time, the i t { 1 City does not require payment until such time as theparcel is • . connected to and thus benefiting from the sewer facilities. The 1 property may be sold or in any other way change hands without . j 1 triggering the requirement,"-by the City, of payment of the charges i 1 associated with this district. ° • • f SECTION II. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties I. ._1 ORDINANCE 4 612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per Unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224 .52 per dwelling unit and all other uses shall pay a unit charge of $0 .069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "A" I C and which boundary is shown on the map attached as Exhibit "B." 9 0 1 a SECTION III. In addition to. the aforestated charges, there C shall be a charge of 4 .11t per annum added to the Per Unit Charge. The interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges • will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its passage, approval, and thirty (30) days after publication'. PASSED BY THE ,CITYCOUNCIL this 10th day of June 1996. 4 • Marilyn J etersen; City Clerk 2 1 id 7 ORU�►VANCE 4 612 APPROVED BY THE MAYOR this 10th day of June , 1996. 9-6404-11---"7:5 Jes e Tanner, Mayor Approve as to form: . . atio-044).4...P914114,1-0..aiir ; Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 - i ORD.576:5/20/96:as. I 0 0 Oi . 8 . . , 3 OS 1 : . i . i t 1 i 1 A 4 t 3 b i Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON-EAST RENTON INTERCEPTOR Portions of Sections 8, 9, 10, 11, 14, 15, 16, 17, 21 and 22 all in Township 23N, Range 5E W.M. in King County,Washington • ' Section 8,Township 23N,Range 5E W.M. • 1 All of that portion of Section 8, Township 23N, Range 5E W.M. lying East of the f East right-of-way line of SR-405 and South of the following described line: r Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its rt intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast V4 of F said Section 8; thence West along said North line to the East right-of-way line of SR 405 and the terminus of said line. G40 ' rD • t t I Q •Section 9, Township 23N, Range 5E W.M.1 i I i to f All'of that portion of Section 9, Township 23N, Range 5E W.M. lying South and i Q East of the following described line: 40 C) Beginning on the centerline of NE 7th Street at its intersection with the centerline k a of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to J its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1/4 of said Section 9; thence East a I along said South line to its intersection with the centerline of Redmond Avenue 1 NE;thence Northerly along said centerline to its intersection with the centerline of i NE 10th Street; thence East along said centerline to the East line of said Section a 9 and the terminus of said line. i i I t Section 10,Township 23N, Range 5E W.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly • and Westerly of the following described line: Beginning on the West line of Section 10 at its intersection with the North line of 1 the South 1/2of the North 1/2of said Section 10; thence East along said North line to its intersection with the centerline of 142nd Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast 1/4 of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the terminus of said line. • • 3 Fe DATAViEM192.0=2NREVLSEDsADL EOALdac . . • Legal Description of the Special Assessment District for the City of Renton-East Renton Interceptor Page 2 of 3 Section 11, Township 23N, Range SE W.M. All of the Southwest 1/4 of Section 11,Township 23N, Range 5E W.M.. • Section 14,Township 23N, Range 5E W.M. • All of that portion of Section 14, Township 23N, Range 5E. W.M. described as follows: All of the Northwest 1/4 of said section, together with the Southwest V4 of said section, except the South 1/2 of the Southeast '/4 of said Southwest 1/4 and exceptf. the plat of McIntire Homesites and I of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82, Records of King County, Washington, and except the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar Riverii Five Acre Tracts as recorded in the Book of Plats,Volume 16, Page 52, Records of R King County, Washington, less '/a of the street abutting said portion of Tract 6, t Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less ' of s: CD the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of cl) the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less 0 1 the street adjacent to said portion of Tract 5, Block 2. i-! CQ r r_ CD w Section 15,Township 23N, Range SE W.M. • p Townshi All of that portion of Section 15, 23N, Range 5E. W.M., except the Southwest 1/4 of the Southwest 1/4 of the Southwest 114 of said section. i 1 i Section 16, Township 23N, Range 5E W.M. • All of that portion of Section 16, Township 23N, Range 5E W.M., except that r 1 portion of the Southeast 1/4 of the Southeast 1/. of the said Section 16 lying East of I the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of 1 Plats Volume 39, page 39, Records of King County Washington and its Northerly k extension to the North line of said Southeast 1/4 of the Southeast V4 of the said . e ! Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR 169 (Maple Valley Highway). y , i Section 17,Township 23N, Range SE W.M. 1 All of that portion of Section 17, Township 23N, Range 5E W.M., lyingJ. i Northeasterly of the Northeasterly right-of-way of SR 169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying 1 generally West of the East and Southeasterly line of Bronson Way NE lying , i ' . • i i FADATAWENV22.074�2AEVLSED3ADLEGAL 1 i 1. 1 • Exhibit B • EAST RENTON INTERCEPTOR 4 Special Assessment District Boundary • iLitoP.--, t qr.; 71,3n : nth 1 1 ..; .1 r pm,- -. °I ,v0,,7—,Th (j-:./ , le ); 1 � wc,an u. A�' �'1�2/ is �,au a SE,n:n s, C,c ma 1 st %r/Jr lr P i/' i •• ,rne st \ r VIC "Irtli MI 7117.1 - r .1,17401%- 1: A41 1..- - - '.�—.�E__I�I,r�,i...]1 Li,„ i , 9 1,__, :0" , f0l �/ it '`� 1`�� :`t��>,lp� 3 t+ri i r% . i. l f;�1 -J.,1�1� 1._ . 1,1 f ► -'*taw.,,4411{r1 .,A R - I �- } . r> „. �•r r1 1. �� �J I / {I � =1/l h; 4 ,---- 4>.-,—,,,t-pv--4- 61 ., A; A A 11 _..44/ A_ . j______, Ail E. ! it ir, ,,,,- .,_../ i w, ,I. mo- 4, :warp/ ,,,, 1 ir _____4A, , Are Ar ,wir, zr ,?1 A .41.'4 Al ,Wied uririvi v ----- tv---hoy Apt _ _424,._4_. _ 4 I OM ire„.._., i�1r A, A 1- I� 4 4r / I. '.' . �I�..-Q iI +1!/_, 1� dl%/. _____LA_ j` r �J JA,I s....fr'l A° Arr,'xi t #, l ..''�r'� 1 Airr i!II10T14 , • .4:11'-`\.44(fk!-P..'#:' -491.4.tirtjtrirfAtirLIF;41-41,2 041 • ' 1 .. r �• A`J�`� 1 - r",„%., ,,, \.--.-- ,,------ -L___ t -� first �'°,- '1 „�, , 1 6,4e.'. 47v.pmtioci • , Vil-'M 4. Nip 1:,:m.12 ! (...\\(>‘l • , 0dii 2000 Sk �i� r r! _ . 11 1:24,000 . q -�} _ J ' • SANITARY SEWERS City Limits * Phasing/Buticling/Plac Works t. Ckistensen,MacOnie,Visneski rf.� Specid Assessment District 1 A•Isr •) 20 May 1996 a • t • RETURN ADDRESS: Towne Bank Woodinville Office 17530 132nd Avenue NE, Suite A 11111111111nill ' 19991223001162 P.O.Box545 +III'iI li Woodinville,WA 98072 I " III' 12G2E3/�l999F2411 89 CNICAGO TITLE OT KING COUNTY, WA 3a.ee DEED OF TRUST Sle3.531 DATE: December 8, 1999 Reference # (if applicable): Additional on page Grantor(s): Q' on 1. Belmont Homes, Inc. rn Grantee(s)/Assignee/Beneficiary Towne Bank, Beneficiary Chicago Title Insurance Company, Trustee Legal Description: pTN of the NORTHWEST QTTARTRR of THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, Additional on page 2 RANGE 5 EAST, WILLAMETTE MERIDIAN Assessor's Tax Parcel ID#: 102305-9061-03 THIS DEED OF TRUST is dated December 8, 1999, among Belmont Homes, Inc.; a Washington Corporation ("Grantor"); Towne Bank, whose mailing address is Woodinville Office, 17530 132nd Avenue NE, Suite A, P.O. Box 645, Woodinville, WA 98072 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and Chicago Title Insurance Company, whose mailing address is 10500 NE 8th, #1700, Bellevue, WA 98004 (referred to. below as "Trustee"). DEED OF TRUST Page 2 (Continued) CONVEYANCE AND GRANT. For valuable consideration,Grantor conveys to Trustee In trust with power of sale,right of entry and possession and for the benefit of Lender as Beneficiary,all of Grantor's right,title,and interest in and to the following described real property, together with all existing or subsequently erected or affixed buildings, improvements and fixtures;all easements, rights of way,and appurtenances,all water,water rights and ditch rights (including stock in utilities with ditch or irrigation rights);and all other nghts,royalties,and profits relating to the real property, including without limitation all minerals,oil,gas,geothermal and similar matters,(the "Real Property") located In King County, State of Washington: THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 120 FEET THEREOF; EXCEPT THE NORTH 110 FEET THEREOF; AND EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. The Real Property or Its address is commonly known as Renton, WA. The Real Property tax Identification number Is 102305-9061-03. Grantor hereby assigns as security to Lender,all of Grantor's right,title,and interest in and to all leases, Rents,and profits of the Property. This assignment is recorded in accordance with RCW 65.08 070;the lien created by this assignment is intended to be specific,perfected and choate upon the recording of this Deed of Trust Lender grants to Grantor a license to collect co the Rents and profits,which license may be revoked at Lender's option and shall be automatically revoked upon acceleration of all or part of the Indebtedness. THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE_SECURITY INTEREST IN THE RENTS o AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) cr) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE,THE RELATED DOCUMENTS,AND THIS DEED cam+ OF TRUST. THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: c•, PAYMENT AND PERFORMANCE. Except as otherwise provided in this Deed of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due,and shall strictly and in a timely manner perform all of Grantor's obligations under the Note,this Deed of Trust,and the Related Documents. rn POSSESSION AND MAINTENANCE OF THE PROPERTY. Grantor agrees that Grantor's possession and use of the Property rn Cr, shall be governed by the following provisions. Possession and Use. Until the occurrence of an Event of Default,Grantor may (1) remain in possession and control of the Property; (2) use,operate or manage the Property,and (3) collect the Rents front the Property(this pnvilege is a license from Lender to Grantor automatically revoked upon default). The following provisions relate to the use of the Property or to other limitations on the Property The Real Property is not used principally for agricultural purposes Duty to Maintain. Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, replacements,and maintenance necessary to preserve Its value. Compliance With Environmental Laws. Grantor represents and warrants to Lender that (1) During the period of Grantor's ownership of the Property, there has been no use, generation, manufacture, storage, treatment, disposal, release or threatened release of any Hazardous Substance by any person on, under,about or from the Property; (2) Grantor has no knowledge of, or reason to believe that there has been, except as previously disclosed to and acknowledged by Lender in writing, (a) any breach or violation of any Environmental Laws, (b) any use,generation, manufacture,storage,treatment,disposal,release or threatened release of any Hazardous Substance on,under,about or from the Property by any prior owners or occupants of the Property, or (c) any actual or threatened litigation or claims of any kind by any person relating to such matters:and (3) Except as previously disclosed to and acknowledged by Lender in writing, (a) neither Grantor nor any tenant,contractor,agent or other authorized user of the Property shall • use, generate, manufacture, store,treat,dispose of or release any Hazardous Substance on, under, about or from the Property;and (b) any such activity shall be conducted in compliance with all applicable federal,state,and local laws, regulations and ordinances, including without limitation all Environmental Laws. Grantor authorizes Lender and its agents to enter upon the Property to make such inspections and tests, at Grantor's expense, as Lender may deem appropriate to determine compliance of the Property with this section of the Deed of Trust. Any inspections or tests made by Lender shall be for Lender's purposes only and shall not be construed to create any responsibility or liability on the part of Lender to Grantor or to any other arson. The representations and warranties contained herein are based on Grantor's due diligence in investigating the Properly for Hazardous Substances. Grantor hereby (1) releases and waives any future claims against Lender for indemnity or contribution in the event Grantor becomes liable for cleanup or other costs under any such laws;and (2) agrees to indemnify and hold harmless Lender against any and all claims, losses, liabilities, damages, penalties, and expenses which Lender may directly or indirectly sustain or suffer resulting DEED OF TRUST Page 3 (Continued) from a breach of this section of the Deed of Trust or as a consequence of any use, generation, manufacture, storage, disposal, release or threatened release occurring prior to Grantor's ownership or interest in the Property,whether or not the same was or should have been known to Grantor. The provisions of this section of the Deed of Trust,including the obligation to indemnify,shall survive the payment of the Indebtedness and the satisfaction and reconveyance of the lien of this Deed of Trust and shall not be affected by Lender's acquisition of any interest In the Property, whether by foreclosure or otherwise. Nuisance,Waste. Grantor shall not cause,conduct or permit any nuisance nor commit,permit,or suffer any stripping of or waste on or to the Property or any portion of the Property. Without limiting the generality of the foregoing,Grantor will not remove, or grant to any other party the right to remove, any timber, minerals (including oil and gas), coal, clay, scoria,soil,gravel or rock products without Lender's prior written consent. Removal of Improvements. Grantor shall not demolish or remove any Improvements from the Real Property without Lender's prior written consent As a condition to the removal of any Improvements,Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value. Lender's Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust. Compliance with Governmental Requirements. Grantor shall promptly comply,and shall promptly cause compliance by at agents,tenants or other persons or entities of every nature whatsoever who rent,lease or otherwise use or occupy the Property in any manner, with all laws, ordinances, and regulations, now or hereafter In effect, of all governmental authorities applicable to the use or occupancy of the Property,including without limitation,the Amencans With Disabilities Act Grantor may contest in good faith any such law, ordinance, or regulation and withhold compliance during any proceeding, including appropriate appeals,so long as Grantor has notified Lender in writing prior to doing so and so long as,in Lender's sole opinion,Lender's interests in the Property are not jeopardized. Lender may require Grantor to post adequate security or a surety bond,reasonably satisfactory to Lender,to protect Lender's interest N Duty to Protect. Grantor agrees neither to abandon nor leave unattended the Property Grantor shall do all other acts, co in addition to those acts set forth above in this section,which from the character and use of the Property are reasonably necessary to protect and preserve the Property. TAXES AND LIENS. The following provisions relating to the taxes and hens on the Property are part of this Deed of Trust. 0 o Payment Grantor shall pay when due (and in all events pnor to delinquency) all taxes, special taxes, assessments, c+7 charges(including water and sewer),fines and impositions levied against or on account of the Property,and shall pay when due all claims for work done on or for services rendered or material furnished to the Property Grantor shall maintain the Property free of all liens having priority over or equal to the interest of Lender under this Deed of Trust, cam+ except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust. Right to Contest. Grantor may withhold payment of any tax, assessment, or claim in connection with a good faith Q, dispute over the obligation to pay, so long as Lender's Interest in the Property is not jeopardized. If a lien arises or is a-i filed as a result of nonpayment,Grantor shall within fifteen(15)days after the lien arises or,if a lien is filed,within fifteen rn (15)days after Grantor has notice of the filing, secure the discharge of the lien,or if requested by Lender, deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and attorneys'fees,or other charges that could accrue as a result of a foreclosure or sale under the hen. In any contest,Grantor shall defend itself and Lender and shall satisfy any adverse judgment before enforcement against the Property. Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings. Evidence of Payment Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropnate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property. Notice of Construction. Grantor shall notify Lender at least fifteen (15) days before any work is commenced, any services are furnished,or any materials are supplied to the Property, if any mechanic's hen, matenalmen's lien,or other • lien could be asserted on account of the work,services,or materials and the cost exceeds$500.00 Grantor will upon request of Lender furnish to Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements. PROPERTY DAMAGE INSURANCE. The following provisions relating to insuring the Property are a part of this Deed of Trust. • Maintenance of Insurance. Grantor shall ilrocure and maintain policies of fire insurance with standard extended coverage endorsements on a fair value basis for the full Insurable value covering all Improvements on the Real Property In an amount sufficient to avoid application of any coinsurance clause,and with a standard mortgagee clause In favor of Lender. Grantor shall also procure and maintain comprehensive general liability insurance in such coverage amounts as Lender may request with trustee and Lender being named as additional insureds in such liability insurance policies. DEED OF TRUST Page 4 (Continued) Additionally,Grantor shall maintain such other insurance, including but not limited to hazard,business interruption,and boiler insurance, as Lender may reasonably require Policies shall be written in form, amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantor, upon request of Lender, will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender,including stipulations that coverages will not be cancelled or diminished without at least ten (10) days prior written notice to Lender. Each Insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired In any way by any act,omission or default of Grantor or any other person. Should the Real Property be located in an area designated by the Director of the Federal Emergency Management Agency as a special flood hazard area, Grantor agrees to obtain and maintain Federal Flood Insurance, if available, within 45 days after notice is given by Lender that the Property is located in a special flood hazard area, for the full unpaid principal balance of the loan and any prior liens on the property secunng the loan,up to the maximum policy limits set under the National Flood Insurance Program,or as otherwise required by Lender,and to maintain such insurance for the term of the loan. Application of Proceeds. Grantor shall promptly.notify Lender of any loss or damage to the Property if the estimated cost of repair or replacement exceeds$500.00. Lender may make proof of toss if Grantor fails to do so within fifteen (15)days of the casualty. Whether or not Lender's security is impaired, Lender may,at Lender's election, receive and retain the proceeds of any insurance and apply the proceeds to the reduction of the indebtedness,payment of any lien affecting the Property,or the restoration and repair of the Property. If Lender elects to apply the proceeds to restoration and repair,Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender. Lender shall, upon satisfactory proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor is not In default under this Deed of Trust. Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Deed of Trust, then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the Indebtedness. If Lender holds any proceeds after payment in full of the Indebtedness,such proceeds shall be paid without interest to Grantor as Grantor's interests may appear. cv Unexpired Insurance at Sale. Any unexpired insurance shall inure to the benefit of,and pass to,the purchaser of the Lo Property covered by this Deed of Trust at any trustee's sale or other sale held under the provisions of this Deed of Trust, or at any foreclosure sale of such Property. Grantor's Report on Insurance. Upon request of Lender,however not more than once a year,Grantor shall furnish to o Lender a report on each existing policy of insurance showing: (1) the name of the insurer, (2) the risks insured; (3) the amount of the policy; (4) the property insured,the then current replacement value of such property,and the manner of determining that value, and (5) the expiration date of the policy. Grantor shall, upon request of Lender,have an cv independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property. LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lender's interest in the Property or if Grantor falls to comply with any provision of this Deed of Trust or any Related Documents, including but not ors limited.to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Deed rn of Trust or any Related Documents,Lender on Grantor's behalf may(but shall not be obligated to)take any action that Lender deems appropriate, including but not limited to discharging or paying all taxes, liens, security interests, encumbrances and '— other claims,at any time levied or placed on the Property and paying all costs for insuring,maintaining and preserving the Property All such expenditures incured or paid by Lender for such purposes will then bear interest at the rate charged under the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses will become a part of the Indebtedness and,at Lender's option,wil (A) be payable on demand; (B) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (1) the term of any applicable Insurance policy;or (2) the remaining term of the Note;or (C) be treated as a balloon payment which will be due and payable at the Note's maturity. The Property also will secure payment of these amounts. Such nght shall be in addition to all other rights and remedies to which Lender may be entitled upon Default. WARRANTY; DEFENSE OF TITLE. The following provisions relating to ownership of the Property are a part of this Deed of Trust Title. Grantor warrants that (a) Grantor holds good and marketable title of record to the Property in fee simple,free and clear of all liens and encumbrances other than those set forth in the Real Property description or in any title Insurance policy,title report,or final title opinion issued In favor of,and accepted by,Lender in connection with this Deed of Trust,and (b)Grantor has the full nght,power,and authority to execute and deliver this Deed of Trust to Lender. Defense of Title. Subject to the exception in the paragraph above,Grantor warrants and will forever defend the title to the Property against the lawful claims of all persons. In the event any action or proceeding is commenced that questions Grantor's title or the Interest of Trustee or Lender under this Deed of Trust,Grantor shall defend the action at Grantor's expense. Grantor may be the nominal party in such proceeding, but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of Lender's own choice, and Grantor will deliver, or cause to be delivered,to Lender such instruments as Lender may request from time to time to permit such participation. DEED OF TRUST Page 5 (Continued) Compliance With Laws. Grantor warrants that the Property and Grantor's use of the Property complies with all existing applicable laws,ordinances,and regulations of governmental authorities Survival of Representations and Warranties. All representations,warranties,and agreements made by Grantor in this Deed of Trust shall survive the execution and delivery of this Deed of Trust, shall be continuing in nature, and shall remain In full force and effect until such time as Grantor's Indebtedness shall be paid in full CONDEMNATION. The following provisions relating to condemnation proceedings are a part of this Deed of Trust Proceedings. If any proceeding in condemnation is filed, Grantor shall promptly notify Lender in writing, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party in such proceeding,but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of its own choice all at Grantor's expense,and Grantor will deliver or cause to be delivered to Lender such instruments and documentation as may be requested by Lender from time to time to permit such participation. Application of Net Proceeds. If all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase In lieu of condemnation, Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property The net proceeds of the award shall mean the award atter payment of all reasonable costs,expenses,and attorneys'fees incurred by Trustee or Lender in connection with the condemnation. IMPOSITION OF TAXES,FEES AND CHARGES BY GOVERNMENTAL AUTHORmEs. The following provisions relating to governmental taxes,fees and charges are a part of this Deed of Trust' Current Taxes,Fees and Charges. Upon request by Lender,Grantor shall execute such documents in addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and continue Lender's lien on the Real Property Grantor shall reimburse Lender for all taxes, as described below, together with all expenses incurred in recording, perfecting or continuing this Deed of Trust, including without limitation all taxes,fees, documentary stamps, and other charges for recording or registering this Deed of Trust. N c.o Taxes. The following shall constitute taxes to which this section applies. (1) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust; (2) a specific tax on Grantor which Grantor is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust, o (3) a tax on this type of Deed of Trust chargeable against the Lender or the holder of the Note,and (4) a specific tax t=3 on all or any portion of the Indebtedness or on payments of principal and interest made by Grantor. Subsequent Taxes. If any tax to which this section applies is enacted subsequent to the date of this Deed of Trust,this � event shall have the same effect as an Event of Default,and Lender may exercise any or all of its available remedies for an Event of Default as provided below unless Grantor either (1) pays the tax before It becomes delinquent, or (2) contests the tax as provided above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender. Cr; SECURITY AGREEMENT;FINANCING STATEMENTS. The following provisions relating to this Deed of Trust as a security s agreement are a part of this Deed of Trust Security Agreement This instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures or other personal property, and Lender shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time. Security Interest Upon request by Lender,Grantor shall execute financing statements and take whatever other action Es requested by Lender to perfect and continue Lender's security interest in the Rents and Personal Property. In addition to recording this Deed of Trust in the real property records,Lender may,at any time and without further authorization from Grantor,file executed counterparts,copies or reproductions of this Deed of Trust as a financing statement Grantor • shall reimburse Lender for all expenses incurred in perfecting or continuing this secunty interest. Upon default,Grantor shall assemble the Personal Property in a manner and at a place reasonably convenient to Grantor and Lender and make it available to Lender within three(3)days after receipt of written demand from Lender. Addresses. The mailing addresses of Grantor(debtor) and Lender(secured party)from which information concerning the secunty interest granted by this Deed of Trust may be obtained(each as required by the Uniform Commercial Code) • are as stated on the first page of this Deed of Trust. FURTHER ASSURANCES; ATTORNEY-IN-FACT. The following provisions relating to further assurances and attorney-in-fact are a part of this Deed of Trust: Further Assurances. At any time, and froea time to time, upon request of Lender, Grantor will make, execute and deliver, or will cause to be made, executed or delivered, to Lender or to Lender's designee, and when requested by Lender,cause to be filed, recorded, refled,or rerecorded,as the case may be,at such times and in such offices and places as Lender may deem appropriate, any and all such mortgages, deeds of trust, security deeds, security agreements, financing statements, continuation statements, instruments of further assurance, certificates, and other DEED OF TRUST Page 6 (Continued) documents as may, in the sole opinion of Lender, be necessary or desirable in order to effectuate, complete, perfect, continue,or preserve (1) Grantor's obligations under the Note,this Deed of Trust,and the Related Documents,and (2) the liens and security interests created by this Deed of Trust as first and prior hens on the Property,whether now owned or hereafter acquired by Grantor. Unless prohibited by law or Lender agrees to the contrary in writing, Grantor shall reimburse Lender for all costs and expenses incurred in connection with the matters referred to In this paragraph Attorney-In-Fact. If Grantor fails to do any of the things referred to in the preceding paragraph,Lender may do so for and in the name of Grantor and at Grantor's expense For such purposes,Grantor hereby irrevocably appoints Lender as Grantor's attorney-in-fact for the purpose of making,executing,delivering,filing,recording,and doing all other things as may be necessary or desirable, in Lender's sole opinion, to accomplish the matters referred to in the preceding paragraph. FULL PERFORMANCE. If Grantor pays all the Indebtedness when due,and otherwise performs all the obligations imposed upon Grantor under this Deed of Trust, Lender shall execute and deliver to Trustee a request for full reconveyance and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest In the Rents and the Personal Property. Any reconveyance fee shall be paid by Grantor, if permitted by applicable law. The grantee in any reconveyance may be described as the"person or persons legally entitled thereto",and the recitals in the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts. EVENTS OF DEFAULT. Each of the following, at Lender's option, shall constitute an Event of Default under this Deed of Trust' Payment Default Grantor fails to make any payment when due under the Indebtedness. Other Defaults. Grantor fails to comply with or to perform any other term,obligation,covenant or condition contained in this Deed of Trust or in any of the Related Documents or to comply with or to perform any term,obligation,covenant or condition contained in any other agreement between Lender and Grantor Compliance Default Failure to comply with any other term,obligation,covenant or condition contained in this Deed of co Trust, the Note or in any of the Related Documents. If such a failure is curable and if Grantor has not been given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve(12)months,rt may be cured (and no Event of Default will have occurred)it Grantor,after Lender sends written notice demanding cure of such failure. (a)cures the failure within fifteen(15)days;or (b)if the cure requires more than fifteen(15)days,immediately inmates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient c*) to produce compliance as soon as reasonably practical. a-4 Default on Other Payments. Failure of Grantor within the time required by this Deed of Trust to make any payment for taxes or insurance,or any other payment necessary to prevent filing of or to effect discharge of any lien. False Statements. Any warranty, representation or statement made or furnished to Lender by Grantor or on Grantor's rn behalf under this Deed of Trust,the Note,or the Related Documents Is false or misleading in any material respect,either rn now or at the time made or furnished or becomes false or misleading at any time thereafter •— Defective Collaterallzatlon. This Deed of Trust or any of the Related Documents ceases to be in full force and effect (including failure of any collateral document to create a valid and perfected security interest or lien) at any time and for any reason. Death or Insolvency. The dissolution or termination of Grantor's existence as a going business, the insolvency of Grantor,the appointment of a receiver for any part of Grantor's property,any assignment for the benefit of creditors,any type of creditor workout, or the commencement of any proceeding under any bankruptcy or Insolvency laws by or against Grantor. Creditor or Forfeiture Proceedings. Commencement of foreclosure or forfeiture proceedings, whether by judicial • proceeding, self-help, repossession or any other method, by any creditor of Grantor or by any governmental agency against any property securing the Indebtedness. This includes a garnishment of any of Grantor's accounts, including deposit accounts,with Lender. However,this Event of Default shall not apply if there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor • gives Lender wntten notice of the creditor or forfeiture proceeding and deposits with Lender monies or a surety bond for the creditor or forfeiture proceeding, in an amount determined by Lender, in Its sole discretion, as being an adequate reserve or bond for the dispute Breach of Other Agreement. Any breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any.grace period provided therein, Including without limitation any agreement concerning any Indebtedness or other obligatio&pf Grantor to Lender,whether existing now or later Events Affecting Guarantor. Any of the preceding events occurs with respect to any Guarantor of any of the Indebtedness or any Guarantor dies or becomes incompetent, or revokes or disputes the validity of, or liability under, any Guaranty of the Indebtedness . In the event of a death, Lender, at Its option, may, but shall not be required to, DEED OF TRUST Page 7 (Continued) permit the Guarantor's estate to assume unconditionally the obligations arising under the guaranty in a manner satisfactory to Lender,and,in doing so,cure any Event of Default. Adverse Change. A material adverse change occurs in Grantor's financial condition,or Lender believes the prospect of payment or performance of the Indebtedness is impaired Insecurity. Lender in good faith believes itself insecure. Right to Cure. If such a failure is curable and rf Grantor has not been given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve (12) months, it may be cured (and no Event of Default will have occurred)if Grantor,after Lender sends written notice demanding cure of such failure: (a)cures the failure within fifteen (15)days,or (b) if the cure requires more than fifteen(15)days,immediately initiates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies: Accelerate Indebtedness. Lender shall have the right at its option to declare the entire indebtedness immediately due and payable,including any prepayment penalty which Grantor would be required to pay. Foreclosure. With respect to all or any part of the Real Property,the Trustee shall have the right to exercise its power of sale and to foreclose by notice and sale, and Lender shall have the right to foreclose by Judicial foreclosure, in either case In accordance with and to the full extent provided by applicable law UCC Remedies. With respect to all or any part of the Personal Property,Lender shall have all the rights and remedies of a secured party under the Uniform Commercial Code. Collect Rents. Lender shall have the right, without notice to Grantor to take possession of and manage the Property and collect the Rents,including amounts past due and unpaid,and apply the net proceeds,over and above Lender's cn costs,against the Indebtedness. In furtherance of this right,Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender. If the Rents are collected by Lender, then Grantor irrevocably designates Lender as Grantor's attomey-in•fact to endorse Instruments received in payment thereof in the name of c Grantor and to negotiate the same and collect the proceeds. Payments by tenants or other users to Lender in response CD to Lender's demand shall satisfy the obligations for which the payments are made,whether or not any proper grounds m for the demand existed, Lender may exercise its rights under this subparagraph either in person,by agent,or through a receiver. Appoint Receiver. Lender shall have the right to have a receiver appointed to take possession of all or any part of the Property,with the power to protect and preserve the Property,to operate the Property preceding or pending foreclosure or sale,and to collect the Rents from the Property and apply the proceeds,over and above the cost of the receivership, rn against the Indebtedness. The receiver may serve without bond if permitted by law Lender's right to the appointment co-) of a receiver shall exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial cr' amount Employment byLender shall not disqualify a Fmpl y sq rfy person from serving as a receiver. Tenancy at Sufferance. If Grantor remains in possession of the Property after the Property is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall become a tenant at sufferance of Lender or the purchaser of the Property and shall, at Lender's option, either (1) pay a reasonable rental for the use of the Property,or (2) vacate the Property immediately upon the demand of Lender Other Remedies. Trustee or Lender shall have any other right or remedy provided In this Deed of Trust or the Nate or by law. Notice of Sale. Lender shall give Grantor reasonable notice of the time and place of any public sale of the Personal Property or of the time after which any private sale or other intended disposition of the Personal Property is to be made. Reasonable notice shall mean notice given at least ten(10)days before the time of the sale or disposition. Any sale of Personal Property may be made in conjunction with any sale of the Real Property. Sale of the Property. To the extent permitted by applicable law,Grantor hereby waives any and all rights to have the • Property marshalled. In exercising its rights and remedies,the Trustee or Lender shall be free to sell all or any part of the Property together or separately,irkone sale or by separate sales Lender shall be entitled to bid at any public sale on all or any portion of the Property. Attorneys' Fees; Expenses. If Lender institutes any suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such-sum as the court may adjudge reasonable as attorneys'fees at trial and upon any appeal. Whether or not any court actiaa is involved, and to the extent not prohibited by law, all reasonable expenses Lender incurs that in Lender's opinion are necessary at any time for the protection of its interest or the enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of the expenditure until repaid. Expenses covered by this paragraph include, without limitation, however subject to any limits under applicable law,Lender's attorneys'fees and Lender's legal expenses,whether or not 4. DEED OF TRUST Page 8 (Continued) there is a lawsuit, including attorneys' fees and expenses for bankruptcy proceedings (including efforts to modify or vacate any automatic stay or injunction), appeals, and any anticipated post judgment collection services, the cost of searching records, obtaining title reports (including foreclosure reports), surveyors' reports, and appraisal fees, title insurance,and fees for the Trustee, to the extent permitted by applicable law. Grantor also will pay any court costs,in addition to all other sums provided by law. A waiver by any party of a breach of a provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's rights otherwise to demand strict compliance with that provision or any other provision. Rights of Trustee. Trustee shall have all of the nghts and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE. The following provisions relating to the powers and obligations of Trustee (pursuant to Lender's instructions)are part of this Deed of Trust Powers of Trustee. In addition to all powers of Trustee arising as a matter of law,Trustee shall have the power to take the following actions with respect to the Property upon the written request of Lender and Grantor. (a)join in preparing and filing a map or plat of the Real Property,Including the dedication of streets or other rights to the public; (b)join in granting any easement or creating any restriction on the Real Property; and (c) join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust. Obligations to Notify. Trustee shall not be obligated to notify any other party of a pending sale under any other trust deed or lien,or of any action or proceeding in which Grantor, Lender,or Trustee shall be a party, unless required by applicable law,or unless the action or proceeding is brought by Trustee Trustee. Trustee shall meet all qualifications required for Trustee under applicable law In addition to the rights and remedies set forth above,with respect to all or-any part of the Property,the Trustee shall have the right to foreclose by notice and sale,and Lender shall have the right to foreclose by judicial foreclosure,in either case in accordance with and to the full extent provided by applicable law Successor Trustee. Lender, at Lender's option, may from time to time appoint a successor Trustee to any Trustee c-I appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded in the office Lo of the recorder of King County, State of Washington. The Instrument shall contain, in addition to all other matters required by state law,the names of the original Lender,Trustee,and Grantor,the book and page or the Auditor's File Number where this Deed of Trust is recorded,and the name and address of the successor trustee,and the instrument shall be executed and acknowledged by Lender or its successors in interest. The successor trustee,without conveyance of the Property,shall succeed to all the title,power,and duties conferred upon the Trustee in this Deed of Trust and by cn applicable law. This procedure for substitution of Trustee shall govern to the exclusion of all other provisions for substitution. NOTICES. Subject to applicable law,and except for notice required or allowed by law to be given in another manner,any notice required to be given under this Deed of Trust,including without limitation any notice of default and any notice of sale shall be given In writing, and shall be effective when actually delivered, when actually received by telefacsimile (unless rn otherwise required by law),when deposited with a nationally recognized overnight courier,or, if mailed,when deposited in rn the United States mail,as first class,certified or registered mail postage prepaid,directed to the addresses shown near the cr' beginning of this Deed of Trust All copies of notices of foreclosure from the holder of any lien which has priority over this Deed of Trust shall be sent to Lender's address,as shown near the beginning of this Deed of Trust Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties,specifying that the purpose of the notice is to change the party's address For notice purposes, Grantor agrees to keep Lender informed at all times of Grantor's current address. Subject to applicable law,and except for notice required or allowed by law to be given in another manner, if there Is more than one Grantor,any notice given by Lender to any Grantor Is deemed to be notice given to all Grantors. MISCELLANEOUS PROVISIONS. The following miscellaneous provisions are a part of this Deed of Trust Amendments. This Deed of Trust, together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in this Deed of Trust No alteration of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment. ' Annual Reports. If the Property is used for purposes other than Grantor's residence, Grantor shall furnish to Lender. upon request,a certified statement of net operating income received from the Property during Grantor's previous fiscal year in such form and detail as Lender shall require. 'Net operating income" shall mean all cash receipts from the Property less all cash expenditures made in connection with the operation of the Property Caption Headings. Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed*Trust Merger. There shall be no merger of the interest or estate created by this Deed of Trust with any other interest or estate in the Property at any time held by or for the benefit of Lender in any capacity,without the written consent of Lender. DEED OF TRUST Page 9 (Continued) Governing Law. This Deed of Trust will be governed by,construed and enforced In accordance with federal law and the laws of the State of Washington. This Deed of Trust has been accepted by Lender In the State of Washington. No Waiver by Lender. Lender shall not be deemed to have waived any rights under this Deed of Trust unless such waiver is given in writing and signed by Lender. No delay or omission on the part of Lender in exercising any right shall operate as a waiver of such right or any other right. A waiver by Lender of a provision of this Deed of Trust shall not prejudice or constitute a waiver of Lender's nght otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No pnor waiver by Lender,nor any course of dealing between Lender and Grantor,shall constitute a waiver of any of Lender's rights or of any of Grantor's obligations as to any future transactions Whenever the consent of Lender is required under this Deed of Trust,the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of Lender Severabllity. If a court of competent jurisdiction finds any provision of this Deed of Trust to be dlegal, invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision Hiegel, Invalid, or unenforceable as to any other circumstance. If feasible,the offending provision shall be considered modified so that it becomes legal,valid and enforceable. If the offending provision cannot be so modified, it shall be considered deleted from this Deed of Trust. Unless otherwise required by law,the illegality,invalidity,or unenforceability of any provision of this Deed of Trust shall not affect the legality,validity or enforceabilrty of any other provision of this Deed of Trust Successors and Assigns. Subject to any limitations stated in this Deed of Trust on transfer of Grantor's interest,this Deed of Trust shall be binding upon and inure to the benefit of the parties,their successors and assigns If ownership of the Property becomes vested In a person other than Grantor,Lender,without notice to Grantor,may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Deed of Trust or liability under the Indebtedness Time Is of the Essence. Time is of the essence in the performance of this Deed of Trust. cn Waive Jury. All parties to this Deed of Trust hereby waive the right to any jury trial in any action, proceeding, or counterclaim brought by any party against any other party o Waiver of Homestead Exemption. Grantor hereby releases and waives all nghts and benefits of the homestead o exemption laws of the State of Washington as to all Indebtedness secured by this Deed of Trust. c'') DEFlNITIONS. The following capitalized words and terms shall have the following meanings when used in this Deed of Trust. Unless specifically stated to the contrary,all references to dollar amounts shall mean amounts in lawful money of the United N States of America. Words and terms used in the singular shall include the plural,and the plural shall include the singular,as the context may require. Words and terms not otherwise defined in this Deed of Trust shall have the meanings attributed to such terms im the Uniform Commercial Code rn Beneficiary. The word'Beneficiary'means Towne Bank,and its successors and assigns CT) Borrower. The word "Borrower' means Belmont Homes, Inc., and all other persons and entitles signing the Note in •-' whatever capacity. Deed of Trust. The words'Deed of Trust"mean this Deed of Trust among Grantor,Lender,and Trustee,and includes without Limitation all assignment and security interest provisions relating to the Personal Property and Rents. Default. The word'Default"means the Default set forth in this Deed of Trust in the section titled'Default". Environmental Laws. The words'Environmental Laws'mean any and all state,federal and local statutes,regulations and ordinances relating to the protection of human health or the environment, including without limitation the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, 42 U.S C Section 9601,et seq.("CERCLA'),the Superfund Amendments and Reauthorization Act of 1986, Pub L No 99-499("SARA"), • the Hazardous Materials Transportation Act,49 U S C Section 1801,et seq.,the Resource Conservation and Recovery Act,42 U.S.C. Section 6901, et seq., or other applicable state or federal laws, rules,or regulations adopted pursuant thereto Event of Default. The words"Event of Default"mean any of the Events of Default set forth in this Deed of Trust in the Events of Default section of this Deed of Trust. Grantor. The word'Grantor'means Belmont Homes,Inc. Guarantor. The word 'Guarantor" means any guarantor, surety, or accommodation party of any or all of the Indebtedness. Guaranty. The word'Guaranty'means the gutanty from Guarantor to Lender,including without limitation a guaranty of all or part of the Note. Hazardous Substances. The words 'Hazardous Substances' mean materials that, because of their quantity, DEED OF TRUST Page 10 (Continued) concentration or physical, chemical or infectious charactenstics, may cause or pose a present or potential hazard to human health or the environment when improperly used, treated, stored, disposed of, generated, manufactured, transported or otherwise handled The words 'Hazardous Substances" are used in their very broadest sense and include without limitation any and all hazardous or toxic substances,materials or waste as defined by or listed under the Environmental Laws. The term 'Hazardous Substances' also includes, without limitation, petroleum and petroleum by-products or any fraction thereof and asbestos Improvements. The word 'Improvements' means all existing and future Improvements, buildings, structures, mobile homes affixed on the Real Property,facilities,additions,replacements and other construction on the Real Property Indebtedness. The word"Indebtedness"means all pnncipal,interest,and other amounts,costs and expenses payable under the Note or Related Documents, together with all renewals of, extensions of, modifications of, consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust,together with interest on such amounts as provided in this Deed of Trust Lender. The word"Lender means Towne Bank,its successors and assigns. Note. The word'Note"means the promissory note dated December 8, 1999,in the original principal amount of $60,000.00 from Grantor to Lender,together with all renewals of, extensions of, modifications of, refinancings of, consolidations of,and substitutions for the promissory note or agreement Personal Property. The words"Personal Property"mean all equipment,fixtures,and other articles of personal property now or hereafter owned by Grantor, and now or hereafter attached or affixed to the Real Property; together with all accessions,parts,and additions to,all replacements of,and all substitutions for,any of such property,and together with all issues and profits thereon and proceeds(including without limitation all insurance proceeds and refunds of premiums) from any sale or other disposition of the Property Property. The word'Property'means collectively the Real Property and the Personal Property co Real Property. The words'Real Property"mean the real property,interests and rights,as further described in this Deed of Trust. Related Documents. The words"Related Documents'mean all promissory notes,credit agreements,loan agreements, c*) environmental agreements, guaranties, security agreements, mortgages, deeds of trust, secunty deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed in S . connection with the Indebtedness Rents. The word 'Rents" means all present and future rents, revenues, income, issues, royalties, profits, and other benefits denved from the Property CT, Trustee. The word'Trustee"means Chicago Title Insurance Company,whose mailing address is 10500 NE 8th,l 1700, con. Bellevue,WA 98004 and any substitute or successor trustees. r—� GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS. GRANTOR: BELMONT HO , C By: Ro , d of Be nt Homes,inc. I ; DEED OF TRUST Page 11 (Continued) CORPORATE ACKNOWLEDGMENT STATE OF WASHINGTON ) )SS COUNTY OF KING ) 1�. On this 1 q day of Der.: q, 19 Q I before me, the undersigned Notary Public,personally appeared Robert P.Wertz!,President of Belmont Homes,Inc.of Belmont Homes,Inc. _ and personally known to me or proved to me on the basis of satisfactory evidence to be an authorized agent of the corporation that executed the Deed of Trust and acknowledged the Deed of Trust to be the free and voluntary act and deed of the corporation, by.,authority of its Bylaws or by resolution of its board of directors, for the uses and purposes therein mentioned,andportpaat stated that he or she is authorized to execute this Deed of Trust and in fact executed the Deed of Trust on be if of the ctrp t'ien. •104. By �+ Residing at Lt,irdinu.11 E. I Notary Pyt$rc IrrerrrfrKor It tate of 1,11 - My commission expires O:3/09/03 0 D�•. 1VAS��N M REQUEST FOR FULL RECONVEYANCE To ,Trustee The undersigned is the legal owner and holder of all indebtedness secured by this Deed of Trust You are hereby requested, upon payment of all sums owing to you, to reconvey without warranty, to the persons entitled thereto, the nght, title and rn interest now held by you under the Deed of Trust. rn Date: Beneficiary: By: Its: (LAM F110 trip NI U•PM l T Y OFF Vr 6 1104 01(c),Bp li CFI 10054roses 4c 11.1100414 Rwn,O WA F V1Pv91C4T1R.001,C TR 100) it 20000315000580 AFTER RECORDING. MAIL TO: CHICAGO TITLE oT 20 00 PAGE 001 OF 016 03/15/2000 11 04 Name John W O'Neil KING COUNTY, WA Address 2810 Eastlake Avenue East City/State Seattle,WA 98102 AV- DEED OF TRUST c 44 -/t gCil4'7Z-4 THIS DEED OF TRUST (herein "Instrument") is made this 14T' day of March, 2000, among the Trustor/Grantor, Belmont Homes, Inc , a Washington corporation, whose address is P 0 Box 2401, Kirkland, Washington, 98083 (herein "Borrower"), Chicago Title Insurance Company, whose address is 701 Fifth Avenue, Suite 1800, Seattle, Washington 98104 (herein "Trustee"), and the Beneficiary, John W O'Neil, whose address is 2810 Eastlake Avenue East, Seattle, Washington 98102 (herein "Lender") q BORROWER, in consideration of the indebtedness described in this Instrument, irrevocably grants, conveys, and-assigns to Trustee, in trust, with power of sale, the following described property located in Seattle, King County, State of Washington n..pN 023015--R1-317 met A qtC)(5- 0 \ Qasce3 PARCEL A' r o THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF CD THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF, TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FEET OF THE WEST 650 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON PARCEL B. • THE NORTH 229 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 153 FEET THEREOF (ALSO KNOWN AS LOT 2,CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 988-148- LLA, RECORDED UNDER RECORDING NUMBER 9903029027) TOGETHER with all buildings and Improvements now or hereafter erected on the property, and all easements, rights, appurtenances, rents, franchise rights (subject, however, to the assignment of rents to Lender herein), royalties, mineral, oil, gas and water rights appurtenant to the property or any business conducted on the described property, insurance proceeds, condemnation proceeds, and all fixtures, equipment, materials, and personal property now or hereafter located on or used in connection with the described property All of the foregoing, together with the legally described property are herein referred to as the "Property " TO SECURE TO LENDER (a)the repayment of the indebtedness evidenced by Borrower's note dated of even date herewith (herein "Note") in the principal sum of Three Hundred Six Thousand and No/100 Dollars ($306,000 00), together with interest thereon, with the balance of the indebtedness, if not sooner paid, due and payable on March 11, 2001, and all renewals, extensions, and modifications of the Note, (b) the repayment of any future advances, with interest thereon, made by Lender to Borrower (herein "Future Advances"), (c) the payment of all other sums, with interest thereon, advanced under the terms of this instrument, and (d) the performance of the agreements and warranties of Borrower contained in this Instrument c-= Borrower warrants that Borrower owns the Property conveyed by this Instrument, has the right to grant, convey and assign the Property, that the Property is unencumbered, and subject to no easements and restrictions except those listed on the attached Exhibit A Borrower warrants and will defend title to the Property against any claim or demand not listed in the exceptions in the preceding sentence C=1 Notwithstanding any other provision of this Instrument or of the Note to the contrary, any default under or failure to comply with the terms and conditions of the allowed encumbrances or the obligations which they secure shall be a default under this Instrument and the Note entitling Lender to immediate payment in full of the Note and to all remedies in the event of default under this Instrument Borrower agrees and covenants as follows 1. Payment of Principal and Interest. Borrower shall promptly pay when due the principal of and interest on the indebtedness evidenced by the Note, • any prepayment and late charges provided in the Note and all other sums secured by this instrument 2. Fund for Taxes, 4surance and Other Charges. Upon receipt of written request from Lender, Borrower shall pay to Lender monthly on the day installments of principal or interest are payable under the Note (or on another day 2 • designated in writing by Lender,if the Note does not call for monthly payments), until the Note is paid in full, a sum (herein "Funds") equal to one-twelfth of (a) the yearly water and sewer rates and taxes and assessments which may be levied on the Property, and (b) the yearly premium installments for fire and other hazard insurance, rent loss insurance and such other insurance covering the Property as Lender may require pursuant to this Instrument, all as reasonably estimated initially and from to time by Lender on the basis of assessments and bills and reasonable estimates Any waiver by Lender of a requirement that Borrower pay such Funds may be revoked by Lender, in Lender's sole discretion, at any time upon notice in writing to Borrower Lender may require Borrower to pay to Lender, in advance, such other Funds for other taxes, charges, premiums, assessments, and impositions in connection with Borrower or the Property which Lender shall reasonably deemed necessary to protect Lender's interests (herein "Other Impositions") Unless otherwise provided by applicable law, Lender may require Funds for Other Impositions to be paid by Borrower in a lump sum or in periodic installments, at Lender's option The Funds shall be held in an institution(s) the deposits or accounts of which are insured or guaranteed by a federal or state agency Lender shall apply the Funds to pay said rates, rents, taxes, assessments, insurance premiums, and Other co Impositions so long as Borrower is not in breach of any covenant or agreement of Borrower in this Instrument Lender shall not be required to pay Borrower any interest, earnings, or profits on the Funds Lender shall give to Borrower, without charge, an annual accounting of the Funds in Lender's normal format showing credits and debits to the Funds and the purpose for which each debit to the Funds was Made The Funds are pledged as additional security for the sums secured by this instrument If the amount of the funds held by Lender at the time of the annual accounting thereof shall exceed the amount deemed necessary by Lender to o provide of the payment of water and sewer rates, taxes, assessments, insurance premiums, rents, and Other Impositions, as they fall due, such excess shall be credited to Borrower on the next monthly installment or installments of Funds due If at any time the amount of the Funds held by Lender shalt be less than the amount deemed necessary by Lender to pay water and sewer rates, taxes, assessments, insurance premiums, rents, and Other Impositions, as they fall due, Borrower shall pay to Lender any amount necessary to make up the deficiency within thirty (30) days after notice from Lender to Borrower requesting payment thereof Upon Borrower's breach of any covenant or agreement of Borrower in this Instrument, Lender may apply, in any amount and in any order as Lender shall determine in Lender's sole discretion, any Funds held by Lender at the time of application (I) to pay rates, rents, taxes, assessments, insurance premiums, and Other Impositions which are now or will hereafter become due, of (ii) as a credit against sums secured by this Instrument Upon payment in full of all sums secured • by this Instrument, Lender shall promptly refund to Borrower any Funds held by Lender 3. Application of Payments. Unless applicable law provides otherwise, all payments received by Lender from Borrower under the Note or this Instrument shall be applied by Lender in the following order of Priority (I) any amounts payable to Lender by Borrower for taxes, insurance, and other charges, (ii) interest payable on the Note, (iii) principal of the Note, (iv) interest payable on advances made pursuant to this Instrument, (v) principal advances made pursuant to this Instrument, (vi) interest payable on any Future Advance, provided that if more than one Future Advance is outstanding, Lender may apply payments received among the principal balances of the Future Advances in such order as Lender, in Lender's sole discretion, may determine, and (viii) any other sums secured by this Instrument in such order as Lender, at Lender's option, may determine, provided, however, that Lender may, at Lender's option, apply any sums payable pursuant to the numbered paragraph dealing with Protection of Lender's Security prior to interest on and principal of the Note, but such application shall not otherwise affect the order of priority of application specified in this numbered paragraph 4. Charges;Liens. If Borrower does not pay all water and sewer rates, rents, taxes, assessments, premiums, and Other Impositions attributable to the Property to Lender, Borrower shall make payment, when due, directly to the property payee, or in such other manner as Lender may designate in writing Borrower shall promptly furnish to Lender, if Lender requires, all notices of amounts due under this paragraph and the receipts evidencing the payments Borrower shall promptly discharge any lien which has, or may have, priority over or equality with, the lien of this Instrument, unless specifically allowed by this Instrument, and Borrower shall pay, when due, the claims of all persons supplying labor of materials C; to or in connection with the Property Without Lender's prior written permission, r' Borrower shall not allow any lien inferior to this Instrument to be perfected against the Property 5. Hazard insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured by carriers at all times satisfactory to Lender against loss by fire, hazards included within the term "extended coverage", rent loss and such other hazards, casualties, liabilities, and contingencies as Lender shall reasonably require and in such amounts and for such periods as Lender shall reasonably require, but in no event for less than the total amount of all allowed encumbrances on the Property, including this Instrument All premiums on insurance policies shall be paid, at Lender's option, in the manner provided for monthly payments to Lender, or by Borrower making payment, when due, directly to the carrier, or in such other manner as Lender may designate in writing 4 • All insurance policies and renewals thereof shall be in a form acceptable to Lender and shall include a standard mortgage clause in favor of and in form acceptable to Lender Lender shall have the right to hold the policies, and Borrower shall promptly furnish to Lender all renewal notices and all receipts of paid premiums At least 30 days prior to the expiration date of a policy, Borrower shall deliver to Lender a renewal policy in form satisfactory to Lender Lender shall have no liability to Borrower nor to anyone else arising out of Lender's approval, for Lender's own purposes, of any insurance companies or policies under this section Lender shall have no liability to Borrower nor to anyone else arising out of the exercise of, or failure to exercise, Lender's right to approve the insurance carriers, policy forms and terms or amounts of insurance In the event of loss, Borrower shall give immediate written notice to the insurance carrier and to Lender Borrower hereby authorizes and empowers Lender as attorney-in-fact for Borrower to make proof of loss, to adjust and compromise any claim under insurance policies, to appear in and prosecute any action arising from such insurance policies, to collect and receive insurance proceeds, and to deduct therefrom Lender's expenses incurred inthe collection of such proceeds, provided, however, that nothing continued in this numbered paragraph shall require Lender to incur any expense or take any action hereunder • Borrower further authorizes Lender, at Lender's option, (a) to hold the balance of such proceeds to be used to reimburse Borrower for the cost of reconstruction or repair of the Property or (b) to apply the balance of such proceeds to the payment of the sums secured by this Instrument, whether or not then due, in the order of application set forth in the numbered paragraph describing Application of Payments (subject, however, to the rights of any prior encumbrance specifically allowed to remain on the Property by the terms of this Instrument) If the insurance proceeds c; are held by Lender to reimburse Borrower for the cost of restoration and repair of the Property, the Property shall be restored to the equivalent of its original condition or such other condition as Lender may approve in writing lender may, at Lender's option, condition disbursement of said proceeds on Lender's approval of such plans and specifications of an architect satisfactory to lender, contractor's cost estimates, architect's certificates, waivers of liens, sworn statement of mechanics and materialmen, and such other evidence of costs, percentage completion of construction, application of payments, and satisfaction of liens as Lender may reasonably require If the insurance proceeds are applied to the payment of the sums secured by this Instrument, any such application of proceeds to principal shall not extend or postpone the due dates of the installments required by the Note or change the amounts of such installments If the Property is sold as provided in the numbered paragraph describing Acceleration and Remedies or if Lender acquires tittle to the Property, Lender shall have all of the right, title, and interest of Borrower in and to any insurance policies and unearned premiums thereof and in and to the 5 proceeds result in from any damage to the Property prior to such sale or acquisition 6. Preservation and Maintenance of Property; Franchises; Leaseholds. Borrower (a) shall not commit waste or permit impairment or deterioration of the Property, (b) shall not abandon the Property, (c) shall restore or repair promptly and in good and workmanlike manner all or any part of the Property to the equivalent of its original condition, or such other condition as Lender may approve in writing, in the event of any damage, injury or loss thereto , whether or not insurance proceeds are available to cover in whole or in part the costs of such restoration or repair, (d) shall keep the Property, including improvements, fixtures, equipment, machinery, and appliances thereon in good repair and shall replace fixtures, equipment, machinery, and appliances on the Property when necessary to keep such items in good repair, (e) shall comply with all laws, ordinances, regulations and requirements of any governmental body applicable to the Property, (f) shall give notice in writing to Lender of and, unless otherwise directed in writing by Lender, appear in and defend any action or proceeding purporting to affect the Property, the security of its Instrument or the rights or powers of Lender Neither Borrower nor any tenant or other person shall remove, demolish or alter any improvement now existing or hereafter erected on the Property or any fixture, equipment, machinery, or appliance in or on the Property except when incident to the replacement of fixtures, equipment, machinery, and appliances with items of like kind If this Instrument allows any other encumbrance of lien on or interest in the `r' Property, Borrower(i) shall comply with the provisions of the allowed encumbrance or lien, (ii)shall give immediate written notice to Lender of any default by the holder of the allowed encumbrance or lien or of any notice received by Borrower from the holder of the allowed encumbrance or lien of any default by Borrower, and (iii) shall cp give immediate written notice to Lender of the commencement of any remedial `v proceedings by any party thereto and, if required by Lender, shall permit Lender as Borrower's attorney-in-fact to control and act for Borrower in any such remedial proceedings Borrower hereby expressly transfers and assigns to Lender the benefit of all covenants contained in any allowed encumbrance on or interest in the Property, whether or not such covenants run with the land, but Lender shall have no liability with respect to such covenants 7. Protection of Lender's Security. If Borrower fails to perform the covenants and agreements contained in this Instrument, or if any action or proceeding is commenced which affects the Property or title thereto or the interest of Lender therein, including, but not limited to eminent domain, insolvency, code enforcement, or arrangements or proceedings involving a bankrupt or decedent, then Lender at Lender's option may make such appearance, disburse such sums, and take such action as Lender deems necessary, in its sole discretion, to protect 6 Lender's interest, including, but not limited to, (I) disbursement of attorney's fees, (ii) entry upon the Property to make repairs, (iii) procurement of satisfactory insurance and (iv) exercise of any option on behalf of Borrower and the curing of any default of Borrower Any amounts disbursed by Lender pursuant to this numbered paragraph, with interest thereon, shall become additional indebtedness of Borrower secured by this Instrument Unless Borrower and Lender agree to other terms of payment, such amounts shall be immediately due and payable and shall bear interest from the date of disbursement at the rate stated in the note unless collection from Borrower of interest at such rate would be contrary to applicable law, in which event such amounts shall bear interest at the highest amount or rate which is allowed to be imposed on Borrower under applicable law Borrower hereby covenants and agrees that Lender shall be subrogated to the lien of any mortgage or other lien discharged, in whole or in part, by the additional • indebtedness Nothing continued in this numbered paragraph shall require Lender to incur any expense or take any action 8. inspection. Lender may make or cause to be made reasonable entries upon and inspections of the Property 9. Condemnation. Borrower shall promptly notify Lender of any action or proceeding relating to any condemnation or other taking, whether direct or indirect, of the Property, or part thereof, and Borrower shall appear in and prosecute any such action or proceeding unless otherwise directed by Lender in writing Borrower authorized Lender, at Lender's option, as attorney-in-fact for Borrower to commence, appear in and prosecute, in Lender's or Borrower's name, any action or proceeding relating to any condemnation or other taking of the c;; Property, whether direct or indirect, and to settle or compromise any claim in connection with such condemnation or other taking The proceeds of any awards, payment or claims or damages, direct or consequential, in connection with any condemnation or other taking, whether direct or indirect, of the Property, or part thereof, or for conveyance in lieu of condemnation, are hereby assigned to and shall be paid to Lender subject to the rights of the holder of any encumbrance specifically allowed by this Instrument Borrower authorized Lender to apply such awards, payments, proceeds, or damages, after the deduction of Lender's expenses incurred in the collection of such amounts, at Lender's option, to restoration or repair of the Property or to payment of the sums secured by this Instrument, whether or not then due, with the balance, if any, to Borrower Unless Borrower and lender otherwise agree in writing, any application of proceeds to principal shall not extend or postpone the due date of the installments referred to in the Note or change the amount of such installments Borrower agrees to execute such further evidence of assignment of any awards, proceeds, damages, or claims arising in connection with such condemnation or taking as Lender may require 10. Borrower and Lien Not Released. From time to time, Lender may, at Lenders option, without giving notice to or obtaining the consent of Borrower, Borrower's successors or assigns or of any other lienholder or guarantors, without liability on Lender's part and notwithstanding Borrower's breach of any covenant or agreement of Borrower in this Instrument, extend the time for payment of said indebtedness or any part thereof, reduce the payments thereon, release anyone liable on any of said indebtedness, accept a renewal note or notes therefor, modify the terms and time of payment of said indebtedness, release from the lien of this Instrument any part of the Property, take or release other or additional security, reconvey any part of the Property, consent to any map or plan of the Property, consent to the granting of any easement, join in any extension or subordination agreement, and agree in writing with Borrower to modify the rate of interest or period or amortization of the Note or change the amount of the monthly installments payable thereunder Any actions taken by Lender pursuant to the terms of this numbered paragraph shall not affect the obligation of Borrower's successors or assigns to pay the sums secured by this Instrument and to observe the covenants of Borrower contained herein, shall not affect the guaranty of any person, corporation, partnership, or other entity for payment of the indebtedness secured hereby and shall not affect the lien or priority of lien hereof on the Property Borrower shall pay Lender a reasonable service charge, together with such title insurance premiums and attorney's fees as may be incurred at Lender's option, for any such action if taken at Borrower's request CJ 11. Forbearance by Lender Not a Waiver. Any forbearance by Lender c, in exercising any right or remedy hereunder, or otherwise afforded by applicable law, shall not be a waiver of or preclude the exercise of any right or remedy The acceptance by Lender of payment of any sum secured by this Instrument after the due date of such payment shall not be a waiver of Lender's right to either require o prompt payment when due of all other sums so secured or to declare a default for failure to make prompt payment The procurement of insurance or the payment of taxes or other liens or charges by Lender shall not be a waiver of Lender's right to accelerate the maturity of the indebtedness secured by this Instrument, nor shall Lender's receipt of any awards, proceeds or damages as provided in this Instrument operate to cure or waive Borrower's default in payment of sums secured by this Instrument 12. Estoppel Certificate. Borrower shall within ten (10) days of a written request from Lender furnish Lender with a written statement, duly acknowledged, setting forth the sums secured by this Instrument and any right of set-off, counterclaim or other defense which exists against such sums and the obligations of this Instrument 13. Uniform Commercial Code Security Agreement. This Instrument is intended to be a security agreement pursuant to the Uniform Commercial Code 8 for the rents listed in Paragraph 21 below which, under applicable law, may be subject to a security interest pursuant to the Uniform Commercial Code, and in the fixtures and personal property, including insurance proceeds and condemnation proceeds, which together with the real property comprise the "Property," and Borrower hereby grants Lender a security interest in said items Borrower agrees that Lender may file any appropriate document in the appropriate index as a financing statement for any of the items specified above as part of the Property In addition, Borrower agrees to execute and deliver to Lender, upon Lender's request, any financing statements, as well as extensions, renewals and amendments thereof, and reproductions of this Instrument in such form as Lender may require to perfect a security interest with respect to said items Borrower shall pay all costs of filing such financing statements and any extension, renewals, amendments and releases thereof, and shall pay all reasonable costs and expenses of any record searches for financing statements Lender may reasonably require Without the prior written consent of Lender, Borrower shall not create or suffer to be created pursuant to the Uniform Commercial Code any other security interest in said items, including replacements and additions thereto Upon Borrower's breach of any covenant or agreement of Borrower contained in this Instrument, including the covenants to pay when due all sums secured by this Instrument, Lender shall have the remedies of a secured party under the Uniform Commercial Code and, at Lender's option, may also invoke the other remedies provided in this Instrument as to such items In exercising any of said remedies, Lender may proceed against the items of real property and any items of personal property specified above as part co of the Property separately or together and in any order whatsoever, without in any C way affecting the availability of Lender's remedies under the Uniform Commercial Code or of the other remedies provided in this Instrument 14. Remedies Cumulative. Each remedy provided in this Instrument is distinct and cumulative to all other rights or remedies under this Instrument or afforded by law or equity, and may be exercised concurrently, independently, or successively, in any order whatsoever C 15. Acceleration in Case of Borrower's Insolvency. If Borrower shall voluntarily file a petition under the Federal Bankruptcy Act, as such Act may from time to time be amended, or under any similar or successor Federal statute relating to bankruptcy, insolvency, arrangements or reorganizations, or under any state bankruptcy or insolvency act, or file an answer in an involuntary proceeding admitting insolvency or inability to pay debts, or if Borrower shall fail to obtain a vacation or stay of involuntary proceedings brought for the reorganization, dissolution or liquidation or Borrower, or if Borrower shall be adjudged a bankrupt, or if a Trustee or receiver shall be appointed for Borrower's property, or if the Property shall become subject o the jurisdiction of a Federal bankruptcy court or similar state court, or if Borrower shall make an assignment for the benefit of Borrower's creditors, or if there is an attachment, execution or other judicial seizure 9 of any portion of Borrower's assets and such seizure is not discharged within ten days, then Lender may, at Lender's option, declare all of the sums secured by this Instrument to be immediately due and payable without prior notice to Borrower, and Lender may invoke any remedies permitted by this Instrument Any attorney's fees and other expenses incurred by Lender in connection with Borrower's bankruptcy or any of the other events described in its numbered paragraph shall be additional indebtedness of Borrower secured by this Instrument 16. Transfers of the Property or Beneficial Interest in Borrower; Assumption. On sale or transfer of (i) all or any part of the Property, or any interest therein, or(ii) any legal or equitable interest in Borrower (if Borrower is not a natural person but is a corporation, partnership, trust or other legal entity), or (iii) the attachment of any lien or encumbrance on the Property junior to this Instrument, Lender may, at Lender's option, declare all of the sums secured by this Instrument to be immediately due and payable without regard to any provisions for notice and opportunity to cure which might otherwise be applicable, and Lender may invoke any remedies permitted by his Instrument At Lender's sole option, Lender may accept the transfer and, if the transfer is acceptable to Lender, require the transferee to execute, prior to the sale or transfer, a written assumption agreement containing such terms as Lender may require, including an increase in the rate of interest payable under the Note and if the interest note is increased, an increase in the dollar amount of the payments to the amount necessary to amortize this Note in the same number of payments as under the prior interest note Because the rights described in this paragraph cannot be meaningfully exercised unless notice of a prospective sale or transfer and any reasonably requested information on the «: transferee (hereafter collectively referred to as "prior notice") are provided prior to a sale or transfer, the failure to give prior notice in writing to Lender shall itself constitute a breach of a material provision of this agreement 1T. Notice. Except for any notice require under applicable law to be given in another manner, (a) any notice to Borrower provided for in this Instrument or in the Note shall be given by personal delivery or by mailing such notice by certified all addressed to Borrower at Borrower's address stated in this Instrument or at such other address as Borrower may designate by notice to Lender, and (b) any notice to Lender shall be given by personal delivery or by certified mail, return receipt requested, to Lender's address stated in this Instrument or to such other address as Lender may designate by notice to Borrower Any notice provided for in this Instrument or in the Note shall be deemed to have been given to Borrower or Lender on the earlier of the second day following the date of mailing or the date of actual receipt when given in the manner designated herein 18. Successors and Assigns Bound; Joint and Several Liability; Agents; Captions. The covenants and agreements herein contained shall bind, and the rights hereunder shall inure to ,the respective successors and assigns of ro Lender and Borrower, subject to the limitations on transfer described in this Instrument All covenants and agreements of Borrower shall be joint and several In exercising any rights or taking any actions provided for in this Instrument, Lender may act through its employees, agent or independent contractors The captions and headings of the paragraphs of this Instrument are for convenience in locating provisions only and are not to be used to interpret or define the provisions 19. Governing Law;Severability. This instrument shall be governed by the law of the State of Washington, without regard to its conflicts of laws principles In the event that any provision of this Instrument or the Note conflicts with applicable law, such conflict shall not affect other provisions of this Instrument or the Note which can be given effect without the conflicting provisions, and to this end the provisions of this Instrument and the Note are declared to be severable In the event that any applicable law limiting the amount of interest or other charges permitted to be collected from Borrower is interpreted so that any charge provided for in this Instrument or in the Note, whether considered separately or together with other charges levied in connection with this Instrument and the Note, violates such law, and Borrower is entitled to the benefit of such law, such charge is hereby reduced to the extent necessary to eliminate such violation The amounts, if any, previously paid to Lender in excess of the amounts payable to Lender pursuant to such charges as reduced shall be applied by Lender to reduce the principal of the indebtedness evidenced by the Note For the purpose of determining whether any applicable law limiting the amount of interest or other charges permitted to be collected from Borrower has been violated, all indebtedness which is secured by co this Instrument or evidenced by the Note and which constitutes interest, as well as o all other charges levied in connection with such indebtedness which constitute interest, shall be deemed to be allocated and spread over the stated term of the Note Unless otherwise required by applicable law, such allocation and spreading shall be effected in such a manner that the rate of interest computed thereby is uniform throughout the stated term of the Note cD 20. Waiver of Marshaling. Notwithstanding the existence of any other security interests in the Property held by Lender or by any other party, Lender shall have the right to determine the order in which any or all of the Property shall be subjected to the remedies provided by this Instrument Lender shall have the right to determine the order in which any or all portions of the indebtedness secured by this Instrument are satisfied from the proceeds realized upon the exercise of the remedies provided in this Instrument Borrower, any party who consents to this Instrument and any party who now or hereafter acquires a security interest in the Property and who has actual or constructive notice of this Instrument hereby waives any and all right to require the marshaling of assets in connection with the exercise of any of the remedies permitted by applicable law or by this Instrument 21. Assignment of Rents; Appointment of Receiver; Lender in Possession. As part of the consideration for the indebtedness evidenced by the Note, Borrower hereby absolutely and unconditionally assigns and transfers to Lender, subject to the rights of any prior encumbrance allowed by this Instrument, all the rents and revenues of the Property, including those now due, past due, or to become due by virtue of any lease or other agreement for the occupancy or use of all or any part of the Property, regardless of to whom the rents and revenues of the Property are payable Borrower hereby authorizes Lender or Lender's agents to collect the aforesaid rents and revenues and hereby directs each tenant of the Property to pay such rents to Lender or Lender's agents,provided, however, that prior to written notice given by Lender to Borrower of the breach by the Borrower of any covenant or agreement of Borrower in this Instrument, Borrower shall collect and receive all rents and revenues of the Property as Trustee for the benefit of Lender and Borrower, to apply the rents and revenues so collected to the sums secured by this Instrument in the order provided in this Instrument with the balance, so long as no such breach has occurred, to the account of Borrower, it being intended by Borrower and Lender that this assignment of rents constitutes an absolute assignment and not an assignment for additional security only Upon delivery of written notice by Lender to Borrower of the breach by Borrower of any covenant or agreement of Borrower in this Instrument, and without the necessity of Lender entering upon and taking and maintaining full control of the Property in person, by agent or by a court-appointed receiver, Lender shall immediately be entitled to possession of all rents and revenues and franchise rights as specified in this numbered paragraph as the same become due and payable, including but not limited to rents then due and unpaid, and all such rents shall immediately upon delivery of such notice be held by Borrower as Trustee for the benefit of Lender only, provided, however, that the written notice by Lender to Borrower of the breach by Borrower shall contain a statement that Lender exercises its rights to such rents Borrower agrees that commencing upon delivery of such written notice of c., Borrower's breach by Lender to Borrower, each tenant of the Property shall make - such rents payable to and pay such rents to Lender or Lender's agents on Lender's written demand to each tenant therefor, delivered to each tenant personally, by mail or by delivering such demand to each rental unit, without any liability on the part of said tenant to inquire further as to the existence of a default by Borrower Borrower hereby warrants that Borrower has not executed any prior assignment of said franchise rights and rents except as included in the list of allowed encumbrances in this Instrument and that Borrower will not perform any acts and will not execute any instrument which would prevent Lender from exercising its rights under this numbered paragraph, and that at the time of execution of this Instrument there has been no anticipation or prepayment of any of the rents of the Property except as a security deposit for not more than two months rents Borrower covenants that Borrower will not hereafter collect or accept payment of any rents of the Property more than two months prior to the due dates 12 of such rents except as security deposit for no more than two months rent Borrower further covenants that Borrower will execute and deliver to Lender such further assignments of rents and revenues of the Property as Lender may from time to time request Upon Borrower's breach of any covenant or agreement of Borrower in this Instrument, Lender may in person, by agent or by a court-appointed receiver, regardless of the adequacy of Lender's security, enter upon and take and maintain full control of the Property in order to perform all acts necessary and appropriate for the operation and maintenance thereof including, but not limited to, the execution, cancellation or modification of leases, the collection of all rents and revenues of the Property, the exercise of all franchise rights now operated at the Property, the making of repairs to the Property and the execution or termination of contracts providing for the management or maintenance of the Property, all on such terms as are deemed best to protect the security of this Instrument, Borrower hereby expressly consent to the appointment of such receiver Lender or the receiver shall be entitled to receive a reasonable fee for so managing the Property All rents and revenues collected subsequent to delivery of written notice by Lender to Borrower of the breach by Borrower of any covenant or agreement of Borrower in this Instrument shall at Lender's sole option be applied first to the costs, if any, of taking control or and managing the Property and collecting the rents, including, but not limited to, attorney's fees, receiver's fees, premiums on receiver's bonds, costs of repairs to the Property, premiums on insurance policies, taxes, c- assessments and other charges on the Property, and the costs of discharging any - obligation or liability or Borrower as lessor or landlord of the Property and then to the sums secured by this Instrument Lender or the receiver shall have access to the books and records used in the operation and maintenance of the Property and shall be liable to account only for those rents actually received Lender shall not be liable to Borrower, anyone claiming under or through Borrower or any having an a interest in the Property by reason or anything done or left undone by Lender under this numbered paragraph If the rents of the Property are not sufficient to meet the costs, if any, of taking control of and managing the Property and collecting the rents, any funds expended by Lender for such purposes shall become indebtedness of Borrower to Lender secured by this Instrument Unless Lender and Borrower agrees in writing to other terms of payment, such amounts shall be payable upon notice from Lender to Borrower requesting payment thereof and shall bear interest from the date of disbursement at the rate stated in the Note unless payment of interest at such rate would be contrary to applicable law, in which event such amounts shall bear interest at the highest rate which may be collected from Borrower under applicable law 13 • Anyone entering upon and taking and maintaining of control of the Property by Lender or the receiver and any application or rents as provided shall not cure or waive any default or invalidate any other right or remedy of Lender under applicable law or provided in this Instrument This assignment of rents of the Property shall terminate at such time as this Instrument ceases to secure indebtedness held by Lender 22. Acceleration;Remedies. Upon Borrower's breach of any covenant or agreement of Borrower in this Instrument, including, but not limited to, the covenants to pay when due any sums secured by this Instrument, Lender at Lender's option may declare all of the sums secured by this Instrument to be immediately due and payable without further demand After giving Borrower notice of default in any manner prescribed by applicable law, Lender may invoke the power of sale and any other remedies permitted by applicable law or provided herein Borrower acknowledges that the power of sale granted by this Instrument may be exercised by Lender without prior judicial hearing Borrower has the right to bring an action to assert the non-existence of a breach or any other defense of Borrower to acceleration and sale Lender shall be entitled to collect all costs and expenses incurred pursuing such remedies, including, but not limited to, attorney's fees and costs of documentary evidence, abstracts and title reports • co If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold Trustee and Lender shall give such notices as the applicable laws may require to Borrower and to such other persons as the applicable laws prescribe, and after the lapse of such time as may be required by t;, applicable law, Trustee shall sell the Property according to the applicable laws Trustee may sell the Property at the time and place and under the terms designated in the notice of sale in one or more parcels ands in such order as Trustee may determine Trustee may postpone sale of all or any parcel of the Property for a period or periods not exceeding a total of 30 days by public announcement at the time and place fixed in the notice of sale Lender's designee may purchase the Property at any sale Trustee shall deliver to the purchaser Trustee's deed conveying the Property so sold without any covenant or warranty, expressed or implied The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein Trustee shall apply the proceeds of the sale in the following order, (a) to all costs and expenses of the sale, including but not limited to, Trustee's and attorney's fees and costs of title evidence, (b)to all sums secured by this instrument in such order as Lender, in Lender's sole discretion, directs, and (c) the excess, if any, to the clerk of the superior court of the county in which the sale took place 14 23. Reconveyance. Upon payment of all sums secured by this Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Instrument and all notes evidencing indebtedness secured by this Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled thereto Such person or persons shall pay Trustee's reasonable costs incurred in so reconveyrng the Property 24. Substitute Trustee. In accordance with applicable law, lender may from time to time appoint a successor Trustee to any Trustee appointed hereunder who has ceased to act Without conveyance of the Property, the successor Trustee shall succeed to all the title, power and utilities conferred upon the Trustee herein and by applicable law 25. Use of Property. The Property,is not used principally for agricultural or farming purposes 26. Attorney's Fees and Costs. In the event of any controversy, claim or dispute arising out of, or relating to, this agreement or the method and manner of performance thereof or the breach thereof, the prevailing party shall be entitled in addition to any other relief, a reasonable sum in attorneys' fees and litigation expenses In the event neither party wholly prevails, the party that substantially prevails shall be awarded a reasonable sum for attorneys' fees and litigation expenses In determining what is a reasonable sum for attorneys' fees and litigation's expenses, the actual amount of the attorneys' fees the party is obligated to pay its attorney or attorneys shall be presumed to be reasonable, which presumption is reputable, and the actual expenses incurred in the proceeding including all expenses of a party for travel, etc , shall be presumed to be reasonable, which presumption is reputable 27. Hazardous Substances. Borrower warrants that no Hazardous U Materials exist on, under or over the Property or on, under or over any properties immediately adjoining the Property, and the Property is not in violation of any federal, state or local law, ordinance or regulation relating to industrial hygiene or the environmental conditions on, under or over the Land and the Property, including, without limitation, soil and groundwater conditions "Hazardous Materials" shall mean (I) substances defined as "hazardous substances," "hazardous materials," or"toxic substances" in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, 42 U S C ¶6901, et seq , the Hazardous Materials Transportation Act, as amended, 49 U S C ¶6901, et seq , (ii) substances covered and/or regulated pursuant to the Resources Conservation and Recovery Act, 42 U S C Sec 9601, et seq , (iii) substances covered and/or regulated by the Washington Model Toxins Control Act, Chapter 70 105D RCW, and the Washington Hazardous Waste Management Act,.Chapter 70 105 RCW, (iv) asbestos in any form, urea formaldehyde foam insulation, 15 • transformers or other equipment which contain dielectric fluid or other fluids containing levels of polychlorinated biphenyl's, (v) petroleum and/or petroleum products or byproducts, and (vi) any other chemical, material or substance, exposure to which is prohibited, limited or regulated by any governmental authority or may or could pose a hazard to the health and safety of the occupants of the Property or the owners and/or occupants of property adjacent to the Property Borrower/Grantor agrees to pay, defend (including, but not limited to, payment of I attorney's fees and costs of suit), indemnify and hold Lender harmless from any and all costs, actual and foreseeable consequential damages and losses, fines, penalties, remediation costs or other costs or expenses of any kind, arising from or related to the past, current or future presence of Hazardous Materials on, under or over the Property, whether or not known to Borrower/Grantor and whether prior to or following the repayment of the Note or prior to or following the foreclosure of this Instrument or trustee's sale under this Instrument This indemnification is not secured by this Instrument This indemnity shall survive any foreclosure or trustee's sale under this Instrument, or any deed in lieu of foreclosure or similar transfer, and is not included in any debt which is statutorily extinguished 28. Warranty of Authority. Each person signing this Deed of Trust on behalf of Belmont Homes, Inc , a Washington corporation, warrants (i) that the person is authorized to sign this Deed of Trust on behalf of, and as the valid binding C, act of, Belmont Homes, Inc , a Washington corporation, and (ii) all actions necessary to authorize Robert P Wenzl to sign this Deed of Trust, and the Note secured by this Deed of Trust on behalf of Belmont Homes, Inc , have been taken and that Belmont Homes, Inc is obligated on the Note and the Deed of Trust recording to their terms IN WITNESS OF THIS INSTRUMENT, Borrower has executed this Instrument CD BELMONT HO " S . C , A WA` GTO CORPORATION By � iiif // :/ .- Robert P , e• i eennt�') Date 16 STATE OF WASHINGTON COUNTY OF KING ) On this /I/t,day of ,2000, before me,the undersigned,a Notary Pu 'c an fq the State of Washington, duly commissioned and sworn personally appeared y ,to me known to be,or having shown satisfactory evidence of being, the of Belmont Homes, Inc, a Washington corporation that executed the forego' instrument,and having on oath stated that he/she was authorized to execute the instrument, acknowledged the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned WITNESS my hand and official sea reto affixed the day and ar this certificate above written • NOTARY Pl IC in and for the State o Washington, esid'ng ate �.. .,..,.., My appointment expires I-,20-6' `% `J V cp o" F- - , 'C-C4 61-1 0 U CV 17 EXHIBIT A SPECIAL EXCEPTIONS 1 EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTEE POSTAL TELEGRAPH CABLE CO PURPOSE TELEGRAPH LINES AND NECESSARY APPURTENANCES AREA AFFECTED THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED RECORDED NOVEMBER 23, 1910 RECORDING NUMBER 717661 AFFECTS PARCEL A ONLY 2 EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTEE PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTES CORPORATION PURPOSE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AND NECESSARY APPURTENANCES AREA AFFECTED A SOUTHERLY PORTION OF SAID PREMISES RECORDED OCTOBER 26, 1939 RECORDING NUMBER 3070188 AFFECTS PARCEL A ONLY 3 EASEMENT AND THE TERMS AND CONDITIONS THEREOF a. DISCLOSED BY REAL ESTATE CONTRACT IN FAVOR OF NOT DISCLOSED PURPOSE WATER LINE o AFFECTS A PORTION OF SAID PREMISES LYING WITHIN A 6 FOOT STRIP OF LAND o RECORDED APRIL 13, 1961 RECORDING NUMBER 5272204 AFFECTS PARCEL A ONLY 4 EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTEE THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, A CALIFORNIA CORPORATION PURPOSE POLE LINE AREA AFFECTED OVER THE WEST 466 38 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10 RECORDED JUNE 5, 1946 RECORDING NUMBER 3575608 AFFECTS PARCEL B ONLY �i i WHEN RECORDED RETURN TO Name Rasool Doneshvar 111111 Address 11200 IKIRKLANDRKLAND, WAY STE 320 III20000324000133 City,State,Zip KIRKLAND, WA 98033 CNICAGo TITLE DT PAGE SSI OF 003 20 00 03/ 4/2000 00.24 KING COUNTY, UA 0 Chicago Title Insurance Company 701 5th Avenue,Suite 1700,Seattle,Washington 98104 Deed of Trust 0-0023s-4 (For Use in the State of Washington Only) / D THIS DEED OF TRUST,rndde this 17thday of MARCH AI) 2000 between BELMONT HOMES, INC. ,GRANTOR, m whose address is PO BOX 2401 KIRKLAND,WA 98083-2401 c' CHICAGO TITLE INSURANCE COMPANY,a corporation,TRUSTEE,whose address is 1700 Columbia Center,701 Fifth Avenue Seattle,Washington 98104 and o RASOOL DONESHVAR BENEFICIARY, " whose address is 11200 KIRKLAND WAY SUITE 320 o WITNESSETH Grantor hereby bargains,l sells and conveys to Trustee in Trust,with power of sale,the following G described real property in N County, o Washington THE NORTH 229 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 153 FEET THEREOF. (also Know as Lot 2, City of Renton Lot Line Adjustment No. LUA 988-148—LLA Recorded under recording number 9903029027). r'm vaa 1ITLC INSURANCE COMPANY has plead the documental word as a customer courtesy 10-23-05-9105 and accepts Co lability for Tax Account Number the Accuracy Or oandtgl d the document. which real property is not useu prinemally for agricultural or farming purposes,together with all the tenements hcrcdnamcnts, and appurtenances now or hereafter thercunto belonging or in any wise appertaining,and the rents,issues and profits thereof This deed is for the purpose of securing performance of each agreement of grantor herein contained,and payment of the sum of(S 90,000.00 NINTY THOUSAND Dollars with interest.in accordance with the terms of a promissory note of even dote herewith.paynble to Beneficiary or order,and made by Grantor,and all renewals,modifications and extensions thereof,and also such further sums as may be advanced or loaned by Beneficiary to Grantor,or any of their successors or assigns,together with interest thereon et such rate as shall be agreed upon To protect the security atlas Deed of Trust,Grantor covenants and agrees 1 To keep the property in good caaditton end repair,to permit no waste thereof,to complete any building.structure or improvement being built or about to be built thereon,t i testore promptly any building,structure or improvement thereon which may be damaged or destroyed,and in comply with all lows,ordinance-.egulations,covenants,conditions and restrictlonS affecting the property 2 To pay before delinquent ell lawful taxes and assessments upon the property,to keep the property free and clear of all other charges,liens or encumbrances impairing the security of this Deed ofTrust 3 To beep all buildings now or he caller erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total its it secured by this Deed of Trust All policies shall be held by the Beneficiary,and be in such companies as the Beneficiary may approve and stave loss payable first to the Beneficiary.as its interest may appear,and then to the Grantor The amount collected under any insurance poti.v may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine Such application by the Benefictarl shall not cause dtsconttnuanee of any ptoceedtngs to foreclose this Deed of Trust In the event of foreclosure,all rights of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale 4 To defend any action or in occ-ding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee,and to pm all costs and expenses,including cost of title search and attorney's fees in a reasonable amount,in any such action or proceeding,and in any suit brought by Beneficiary to foreclose tins Deed of Trust S I o pay all coats fees and espc,ises in connection with this eked of Trust including the expenses of the Trustee incurred in enforcing the obligation secured hereby and Trustee's and attomey's fees actually incurred,as provided by statute 6 Should Grantor fail to pay when due any taxes,assessments,insurance premiums liens,encumbrances or other charges against the property hereinabove described,Beneficiary may pay the same and the amount so paid,with interest at the rate set forth in the note secured hereby, shall be added to and become a part of the debt secured in this Deed of Trust IT IS MU rUALLY AGILCCD TItA r I In the event any portion of the property is taken or damaged in an eminent domain proceeding,the entire amount of the award or such portion as may he necessary to fully•alisfy the obligation secured hereby,shall be paid to Beneficiary to be applied to said obligation 2 By accepting payment of any sum secured hereby after its due date Beneficiary does nat waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay 3 The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto on wnitcn request of the Grantor and the Beneficiary,or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto 4 Upon default by Grantor in the payment of any indebtedness secured hereby or in the performance of any agreement contained herein,all sums secured hereby shall immediately become due and payable at the option of the Beneficiary in such event and upon written request of Beneficiary,Trustee shall sell the trust property,in accordance with the Deed of Trust Act of the State of Washington,at public auction to the highest bidder Any person except Trustee may bid at Trustee's sale Trustee shall apply the proceeds of the sale as Colton (I)to the expense of the sale including a reasonable Trustee c fee and attorney s fcc (2)to the obligation secured by this Deed of Trust,(3)the surplus if any shall be distributed to the persons entitled thereto 5 Trustee shall deliver to the purchaser at the sale Its deed without warranty,which shall convey to the purchaser the interest in the property which Grantor had or had the power to convey at the time of his execution of this Deed of Trust and such as he may have acquired thereafter T mslee's died shall recite the facts showing that the sale was conducted in compliance with all the requirements of law and of this Deed of Trust which recital shall he prime facie evidence of such compliance and conclusive evidence thereof in favor of bona fide purchaser and niesiusbmnies Ins v ilut ems co6 fhe passer of sale conferred by this Deed of Trust and by the Deed of Trust Act of tie State of Washington is not an exclusive remedy, ▪ Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage 0 0 7 In the event of the death incapacity,disability or resignation of Trustee Beneficiary may appoint in writing a successor trustee,and upon o the recording of such appointment m the mortgage records of the county in which this Deed of Trust is recorded the successor trustee shall be ' vested with all powers of the original trustee The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Irust or oI ant action or proceed;,,in which Grantor trustee or Beneficiary shall be a pane unless such action or proceeding is bro ght by tti the trustee cis 0 8 This Deed of trust applies to inures to,the benefitri Is binding not only on the parties h et ,b on their h s,devise I gat e, c administrators executors and assigns ? 4Pinesituilsehohdcr 4and owner o IIIure by, he er ed (...... STATC Of WASiIINO rON ) S� P1 J,j i`e CTE or WASI IINGTON ) �O�WASHY '•••• KING ss COUNTY or ) Iaaa�a.a.aaaa�••• COUNTY Of ) On this day personali e appeared before me On this 17 th day of March ,XiL__2000 before mc,the undersigned,a Notary Public in and for the State of Washington,duly commissioned and sworn,personally appeared to me known to be the individual described in and who ROBERT P. WENZL executed the within and foregoing instrument, and and ROBERT P. WENZL acknowledged that, signed the same to inc known to be the_ 7( President and x as free and voluntary Secretary,respectfully,of BELMONT HOMES, INC, act and deed for the uses and purposes therein the corporation that executed the foregoing instrument, and mentioned acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned,and on oath stated that HE IS authorized to execute GIVEN under my hand and official seal this the said instrument and that the seal affixed is the corporate seal of day of ,19 said corporation Witness my hand and official seal hereto affixed the day and year first above written —4 /Q� ��JM�. /mil n I��� Notary Public in and for the State of Washington, it�� at rh y Public hi! and!for the State of residing at Washington, r I V r ( ,, p WA-- , residing at {'— K(wiJlG1 f- CHICAGO TITLE INSURANCE COMPANY has plead the documentot terwd at a customer courtesy and accepts re liabdty for the valddyO( REQUEST FOR FULL RECONVEYANCE Do nor record 7o be tired only when note har been paid 10 TRUSIEL. The undersigned is the legal owner and holder oldie note and all other indebtedness secured by the within Dccd of Trust Said note together with all other rndcbtcdne.s :cured by said Deed of S rust,has been fully paid and satisfied,and you are here'requested and directed on payment to you of any sums 'w ng to you under the tens of said Deed of Trust,to cancel said note above mentioned,and all other evidences of indebtedness securer be said Deed of Trust delivered to you herewith,together with the said Deed of Trust and to recomey without warranty,to the parties designated by the terms of said Deed of Trust,all the estate now held by you thereunder Dated ,19 CIlfiA')b1UUL[QISURP1 (COMPANY has plot ad the document of fet tut nit a customer courtesy and ectnpls no Id*for the entirety or validly of tha dotlMAlllt, • C") M Ce) e7 • CV RETURN ADDRESS. Issaquah Bank 1056 NW Maple Street Issaquah,WA 90027 �r r 1 / 0000612000 2 K4/12eze0IF12o20T 15.00 N5 t:0I1NTY, IJA ��u� �O�r DEED OF TRUST � -5 DATE. June 5,2000 Reference#(if applicable) Additional on page Grantor(s) 1 BELMONT HOMES, INC N Grantee(s)!Assignee/Beneficiary o Issaquah Bank, Beneficiary Chicago Title Insurance C,Trustee o Legal Description. PTN NW QTR OF SW QTR SEC 10 TWNSHP 23N RG 5 additional on page 9 Assessor's Tax Parcel lD# 102305-9297-09&102305-9071-01 &102305-9235-04 N THIS DEED OF TRUST is dated June 5, 2000, among BELMONT HOMES, INC., A WASHINGTON CORPORATION, whose address is P.O. BOX 2401, KIRKLAND, WA 98033 ("Grantor"); Issaquah Bank,whose mailing address is 1055 NW Maple Street, Issaquah, WA 98027 (referred to below sometimes as "Lender" and sometimes as "Beneficiary"); and Chicago Title Insurance C, whose mailing address is 10500 NE 8th #1700, Bellevue, WA 98004(referred to below as"Trustee") DEED OF TRUST (Continued) Page 2 r_ CONVEYANCE AND GRANT For valuable consideration,Grantor conveys to Trustee In trust with power of sale,right co of entry and possession and for the benefit of Lender as Beneficiary,all of Grantor's right,title,and interest in end to the following described real property,together with all existing or subsequently erected or affixed buildings,improvements and i= fixtures,all easements,rights of way,and appurtenances,all water,water nghts and ditch rights(including stock in utilities • with ditch or irrigation rights),and all other rights,royalties,and profits relating to the real property including without limitation all minerals,oil,gas,geothermal and similar matters,(the"Real Property")located In KING County,State of • Washington: See SCHEDULE "A", which is attached to this Deed of Trust and made a part of this a Deed of Trust as if fully set forth herein. The Real Properly or its address is commonly known as 652 & 610 UNION, RENTON, WA 98056. The Real Property tax identification number is 102305-9297-09& 102305-9071-01 & 102305-9235-04. FUTURE ADVANCES Specifically,without limitation,this Deed of Trust secures,in addition to the amounts specified in the Note,all future amounts Lender in its discretion may loan to Grantor,together with all interest thereon Grantor hereby assigns as security to Lender,all of Grantor's right,title,and interest in and to all leases,Rents,and profits of the Property This assignment is recorded in accordance with RCW 65 06 070,the lien created by this assignment is intended to be specific,perfected and Choate upon the recording of this Deed of Trust Lender grants to Grantor a license to collect the Rents and profits,which license may be revoked at Lender's option and shall be automatically revoked upon acceleration of all or part of the Indebtedness THIS DEED OF TRUST,INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (A) PAYMENT OF THE INDEBTEDNESS AND (B) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE,THE RELATED DOCUMENTS,AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS PAYMENT AND PERFORMANCE Except as otherwise provided in this Deed Of Trust, Grantor shall pay to Lender all amounts secured by this Deed of Trust as they become due,and shall strictly and in a timely manner perform all of Grantor's obligations under the Note,this Deed of Trust,and the Related Documents POSSESSION AND MAINTENANCE OF THE PROPERTY Grantor agrees that Grantor's possession and use of the Property shall be governed by the following provisions, Possession and Use Until the occurrence of an Event of Default,Grantor may (1)remain in possession and control of the Property, (2) use,operate or manage the Property,and (3) collect the Rents from the Property(this privilege is a license from Lender to Grantor automatically revoked upon default) The following provisions relate to the use of the Property or to other limitations on the Property The Real Property is not used principally for agricultural purposes Duty to Maintain Grantor shall maintain the Property in tenantable condition and promptly perform all repairs, replacements,and maintenance necessary to preserve its value Nuisance,Waste Grantor shall not cause,conduct or permit any nuisance nor commit,permit,or suffer any stripping of or waste on or to the Property or any portion of the Property Without limiting the generality of the foregoing,Grantor will not remove,or grant to any other party the right to remove,any timber,minerals(including oil and gas),coal,clay, scone,soil,gravel or rock products without Lender's prior written consent Removal of Improvements Grantor shall not demolish or remove any Improvements from the Real Property without Lender's prior written consent As a condition to the removal of any Improvements,Lender may require Grantor to make arrangements satisfactory to Lender to replace such Improvements with Improvements of at least equal value Lender's Right to Enter Lender and Lender's agents and representatives may enter upon the Real Property at al reasonable times to attend to Lender's interests and to inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust Compliance with Governmental Requirements Grantor shall promptly comply,and shall promptly cause compliance by all agents,tenants or other persons or entities of every nature whatsoever who rent,lease or otherwise use or occupy the Property in any manner,with all laws,ordinances,and regulations,now or hereafter in effect,of all governmental authorities applicable to the use or occupancy of the Property,including without limitation,the Americans With Disabilities Act Grantor may contest in goad faith any such law,ordinance,or regulation and withhold compliance dunng any proceeding,including appropriate appeals,so long as Grantor has notified Lender in writing prior to doing so and so long as,in Lender's sole opinion,Lender's interests in the Property are not jeopardized Lender may require Grantor to post adequate secunty or a surety bond,reasonably satisfactory to Lender,to protect Lender's interest Duty to Protect Grantor agrees neither to abandon nor leave unattended the Property Grantor shall do all other acts, in addition to those acts set torth above in this section,which from the character and use of the Property are reasonably necessary to protect and preserve the Property DUE ON SALE-CONSENT BY LENDER Lender may,at Lender's option, (A) declare immediately due and payable all sums secured by this Deed of Trust or (8) increase the interest rate provided for in the Note or other document evidencing the Indebtedness and impose such other conditions as Lender deems appropriate,upon the sale or transfer,without Lender's prior written consent,of all or any part of the Real Property,or arty interest in the Real Property A"sale or transfer"means the conveyance of Real Property or any nght,title or interest in the Real Property,whether legal,beneficial or equitable,whether voluntary or involuntary,whether by outright sate,deed,installment sate contract,land contract,contract for deed,leasehold interest with a term greater than three(3)years,lease-option contract,or by sale,assignment,or transfer of any beneficial interest in or to any land trust holding title to the Real Property,or by any other method of conveyance of an interest in the Real Property If any Grantor is a corporation,partnership or limited liability company,transfer also includes any change in ownership of more than twenty-five percent(25%)of the voting stock,partnership interests or limited liability company interests,as the case may be,of such Grantor However,this option shah not be exercised by Lender if such exercise is prohibited by federal law or by Washington law TAXES AND LIENS The following provisions relating to the taxes and liens on the Property are part of this Deed of Trust Payment Grantor shall pay when due(and in all events prior to delinquency)all taxes,special taxes,assessments, charges(including water and sewer),lines and impositions levied against or on account of the Property,and shell pay when due all claims for work done on or for services rendered or material furnished to the Property Grantor shall maintain the Property tree of all liens having pnonty over or equal to The interest of Lender under this Deed of Trust, except for the lien of taxes and assessments not due and except as otherwise provided in this Deed of Trust Right to Contest Grantor may withhold payment of any tax,assessment,or claim in connection with a good faith • • DEED OF TRUST (Continued) Page 3 dispute over the obligation to pay,so long as Lender's interest in the Property is not Jeopardized If a hen arises or is filed as a result of nonpayment,Grantor shall within fifteen(15)days after the lien anses or,if a lien is fled,within fifteen (16)days after Grantor has notice of the tiling,secure the discharge of the lien,or if requested by Lender,deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and attorneys'fees,or other charges that could accrue as a result of a foreclosure or sale under the lien In any contest,Grantor shall defend itself and Lender and shall satisfy any adverse Judgment before enforcement against the Property Grantor shall name Lender as an additional obligee under any surety bond furnished in the contest proceedings Evidence of Payment Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropnate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property Notice of Construction Grantor shall notify Lender at least fifteen(15)days before any work is commenced,any senates are furnished,or any materials are supplied to the Property,if any mechanic's lien,matenalmen's lien,or other lien could be asserted on account of the work,services,or materials Grantor will upon request of Lender furnish to , Lender advance assurances satisfactory to Lender that Grantor can and will pay the cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions relating to insunng the Property are a part of this Deed of Trust Maintenance of Insurance Grantor shall procure and maintain policies of fire insurance with standard extended coverage endorsements on a replacement basis for the full insurable value covenng all Improvements on the Real Properly in an amount sufficient to avoid application of any coinsurance clause,and with a standard mortgagee clause in favor of Lender Grantor shall also procure and maintain comprehensive general liability insurance in such coverage amounts as Lender may request with trustee and Lender being named as additional insureds in such liability insurance policies Additionally, Grantor shall maintain such other insurance, including but not limited to hazard, business interruption,and boiler insurance, as Lender may reasonably require Policies shall be written in form,amounts, coverages and basis reasonably acceptable to Lender and issued by a company or companies reasonably acceptable to Lender Grantor,upon request of Lender,will deliver to Lender from time to time the policies or certificates of insurance in form satisfactory to Lender,including stipulations that coverages will not be cancelled or diminished without at least ten(10)days pnor wntten notice to Lender Each insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired in any way by any act,omission or default of Grantor or any other ti person. Should the Real Properly be located in en area designated by the Director of the Federal Emergency cr+ Management Agency as a special flood hazard area,Grantor agrees to obtain and maintain Federal Flood Insurance,if available,within 45 days after notice is given by Lender that the Property is located in a special flood hazard area,for the o full unpaid pnncipal balance of the loan and any pnor hers on the property secunng the loan,up to the maximum policy limits set under the National Flood Insurance Program, or as otherwise required by Lender, and to maintain such insurance for the term of the loan Application of Proceeds Grantor shall promptly notify Lender of any loss or damage to the Property Lender may make proof of loss if Grantor fails to do so within fifteen(15)days of the casualty Whether or not Lender's security is co impaired,Lender may,at Lender's election,receive and retain the proceeds of any insurance and apply the proceeds to the reduction of the Indebtedness,payment of any lien affecting the Property,or the restoration and repair of the Property If Lender elects to apply the proceeds to restoration and repair,Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender Lender shall,upon satisfactory proof of such expenditure, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor is not in default CD under this Dead of Trust Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Deed of Trust,then to pay accrued interest,and the remainder,if any,shall be applied to the pnncipal balance of the Indebtedness If Lender holds any proceeds after payment in full of the indebtedness,such proceeds shall be paid without interest to Grantor as Grantor's interests may appear Unexpired Insurance at Sale Any unexpired insurance shall inure to the benefit of,and pass to,the purchaser of the Property covered by this Deed of Trust at any trustee's sale or other sale held under the provisions of this Deed of Trust, or at any foreclosure sale of such Property Grantor's Report on insurance Upon request of Lender,however not more than once a year,Grantor shall furnish to Lender a report on each existing policy of insurance showing (1) the name of the insurer, (2) the risks insured, (3) the amount of the policy, (4) the property insured,the then current replacement value of such property,and the manner of determining that value,and (5) the expiration date of the policy Grantor shall,upon request of Lender,have an independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property LENDER'S EXPENDITURES If any action or proceeding is commenced that would rnatenally affect Lender's interest in the Property or if Grantor fails to comply with any provision of this Deed of Trust or any Related Documents,including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is required to discharge or pay under this Deed of Trust or any Related Documents,Lender on Grantor's behalf may(but shall not be obligated to)fake any action that Lender deems appropriate,including but not limited to discharging or paying all taxes,hens,security interests,encumbrances and other claims,at any time levied or placed on the Property and paying all costs for insuring,maintaining end preserving the Property All such expenditures incurred or paid by Lender for such purposes wilt then bear interest at the rate charged under the Note from the date incurred or paid by Lender to the date of repayment by Grantor All such expenses will become a part of the Indebtedness and,at Lender's option,will (A) be payable on demand, (B) be added to the balance of the Note and be apportioned among and be payable with any installment payments to become due during either (1) the term of any applicable insurance policy,or (2) the remaining term of the Note,or (C) be treated as a balloon payment which will be due and payable at the Note's maturity The Property also will secure payment of these amounts Such right shall be in addition to all other nghts and remedies to which Lender may be entitled upon Default WARRANTY,DEFENSE OF TITLE The following provisions relating to ownership of the Property are a part of this Deed of Trust Title Grantor warrants that (a)Grantor holds good and marketable title of record to the Property in fee simple,free and clear of all liens and encumbrances other than those set forth in the Real Property description or in any title insurance policy,title report,or final title opinion Issued in favor of,and accepted by,Lender in connection with this Deed of Trust,and (b)Grantor has the full right,power,and authority to execute and deliver this Deed of Trust to Lender Defense of Title. Subject to the exception in the paragraph above,Grantor warrants and will forever defend the title to the Property against the lawful claims of all persons In the event any action or proceeding is commenced that questions Grantor's title or the interest of Trustee or Lender under this Deed of Trust,Grantor shall defend the action at Grantor's expense Grantor may be the nominal party in such proceeding,but Lender shall be entitled to participate in the proceeding and to be represented in the proceeding by counsel of Lender's own choice,and Grantor will deliver,or cause to be delivered,to Lender such instruments as Lender may request from time to time to permit such participation Compliance With Laws Grantor warrants that the Property and Grantor's use of the Property complies with all existing DEED OF TRUST (Continued) Page 4 CO CO applicable laws,ordinances,and regulations of governmental authorities c7 Survival o1 Representations end Warranties Alt representations,warranties,and agreements made by Grantor in this Deed of Trust shall survive the execution and delivery of this Deed of Trust,shall be continuing in nature,end shall _ remain in full force and effect until such time as Grantor's Indebtedness shall be paid in full co CONDEMNATION The following provisions relating to condemnation proceedings are a part of this Deed of Trust Proceedings If any'proceeding in condemnation is filed,Grantor shall promptly notify Lender in writing,and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award Grantor may be the nominal party in such proceeding,but Lender shall be entitled to participate in the proceeding and to be represented in o the proceeding by counsel of its own choice all at Grantor's expense,and Grantor will deliver or cause to be delivered to N Lender such instruments and documentation as may be requested by Lender hom time to time to permit such participation Application of Net Proceeds If all or any pail of the Property rs condemned by eminent domain proceedings or by any proceeding or purchase in lieu of condemnation,Lender may at its election require that all or any portion of the net proceeds of the award be applied to the Indebtedness or the repair or restoration of the Property The net proceeds of the award shall mean the award after payment of all reasonable costs,expenses,and attorneys'fees incurred by Trustee or Lender in connection with the condemnation IMPOSITION OF TAXES,FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES The following provisions relating to governmental taxes,fees and charges are a part of this Deed of Trust Current Taxes,Fees and Charges Upon request by Lender,Grantor shall execute such documents In addition to this Deed of Trust and take whatever other action is requested by Lender to perfect and continue Lender's lien on the Real Property Grantor shall reimburse Lender for all taxes,as described below,together with all expenses incurred in recording,perfecting or continuing this Deed of Trust,including without limitation all taxes,fees,documentary stamps, and other charges for recording or registenng this Deed of Trust Taxes The following shall constitute taxes to Which this section applies (1) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust, (2) a specific tax on Grantor which Grantor is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust, (3) a lax on this type of Deed of Trust chargeable against the Lender or the holder of the Note,and (4) a specific tax on all or any portion of the Indebtedness or on payments of principal and interest made by Grantor Subsequent Taxes If any tax to which this section applies is enacted subsequent to the date of this Deed of Trust,this event shall have the same effect as an Event of Default,and Lender may exercise any or all of its available remedies for an Event of Default as provided below unless Grantor either (1) pays the tax before it becomes delinquent,or (2) contests the tax as provided above in the Taxes and Liens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender SECURITY AGREEMENT,FINANCING STATEMENTS The following provisions relating to this Deed of Trust as a security agreement are a pert of this Deed of Trust Security Agreement. This instrument shall constitute a Secunty Agreement to the extent any of the Property constitutes fixtures or other personal property, and Lender shall have all of the nghts of a secured party under the Uniform Commercial Code as amended from time to time Security interest Upon request by Lender,Grantor shall execute financing statements and take whatever other action is requested by Lender to perfect and continue Lender's security interest in the Rents and Personal Property In addition to recording this Deed of Trust in the real property records,Lender may,at any time and without further authorization from Grantor,file executed counterparts,copies or reproductions of this Deed of Trust as a financing statement Grantor shall reimburse Lender for all expenses incurred in perfecting or Continuing this security interest Upon default,Grantor shall assemble the Personal Property in a manner and at a place reasonably convenient to Grantor and Lender and make it available to Lender within three(3)days after receipt of written demand from Lender Addressee The mailing addresses of Grantor(debtor)and Lender(secured party)from which information concerning the security interest granted by this Deed of Trust may be obtained(each as required by the Uniform Commercial Code) are as stated on the first page of this Deed of Trust FURTHER ASSURANCES, ATTORNEY-tN-FACT. The following provisions relating to further assurances and attorney-in-fact are a part of this Deed of Trust Further Assurances. At any time,and from lime to time,upon request of Lender,Grantor will make,execute and deliver,or will cause to be made,executed or delivered,to Lender or to Lender's designee,and when requested by Lender,cause to be filed,recorded,refiled,or rerecorded,as the case may be,at such times and In such offices and places as Lender may deem appropriate, any and all such mortgages, deeds of trust, security deeds, security agreements, financing statements,continuation statements, instruments of further assurance, certificates,and other documents as may,in the sole opinion of Lender,be necessary or desirable in order to effectuate,complete,perfect, continue,or preserve (1) Grantor's obligations under the Note,this Deed of Trust,and the Related Documents,and (2) the lams and security interests created by this Deed of Trust as first and prior liens on the Property,whether now owned or hereafter acquired by Grantor Unless prohibited by law or Lender agrees to the contrary in writing,Grantor shall reimburse Lender for all costs and expenses incurred in connection with the matters referred to in this paragraph Attorney-In-Fact If Grantor fails to do any of the things referred to in the preceding paragraph,Lender may do so far and in the name of Grantor and al Grantor's expense For such purposes,Grantor hereby irrevocably appoints Lender as Grantor's attorney-in-fact for the purpose of making,executing,delivering,filing,recording,and doing all other things as may be necessary or desirable,in Lender's sole opinion,to accomplish the matters referred to in the preceding paragraph FILL PERFORMANCE If Grantor pays all the Indebtedness,including without limitation all future advances,when due,and otherwise performs all the obligations imposed upon Grantor under this Deed of Trust,Lender shall execute and deliver to Trustee a request for full reconveyance and shall execute and deliver to Grantor suitable statements of termination of any financing statement on file evidencing Lender's security interest in the Rents and the Personal Property Any reconveyance lee shall be paid by Grantor,if permitted by applicable law The grantee in any reconveyance may be described as The 'person or persons legally entitled thereto',and the recitals in the reconveyance of any matters or facts shall be conclusive proof of the truthfulness of any such matters or facts EVENTS OF DEFAULT Each of the following,at Lender's option,shall constitute an Event of Default under this Deed of Trust Payment Default Grantor fails to make any payment when due under the Indebtedness Other Defaults Grantor falls to comply with or to perform any other term,obligation,covenant or condition contained in this Deed of Trust or in any of the Related Documents or to comply with or to perform any term,obligation,covenant or DEED OF TRUST (Continued) Page 5 condition contained in any other agreement between Lender and Grantor Compliance Default Failure to comply with any other term,obligation,covenant or condition contained in this Deed of Trust,the Note or in any of the Related Documents If such a failure is curable and if Grantor has not been given a notice of a breach of the same provision of this Deed of Trust within the preceding twelve(12)months,it may be cured (and no Event of Default will have occurred)if Grantor,after Lender sends written notice demanding cure of such failure (a)cures the failure within fifteen(15)days,or (b)if the cure requires more than fifteen(15)days,immediately initiates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical Default on Other Payments Failure of Grantor within the lime required by this Deed of Trust to make any payment for taxes or insurance,or any other payment necessary to prevent filing of or to effect discharge of any hen False Statements Any warranty,representation or statement made or furnished to Lender by Grantor or on Grantor's behalf under this Deed of Trust,the Note,or the Related Documents is false or misleading in any material respect,either now or at the time made or furnished or becomes false or misleading at any time thereafter Defective Collaterallatlon This Deed of Trust or any of the Related Documents ceases to be in full force and effect (including failure of any collateral document to create a valid and perfected security interest or lien)at any time and for any reason Death or Insolvency The dissolution or termination of Grantor's existence as a going business,the insolvency of Grantor,the appointment of a receiver for any part of Grantor's property,any assignment for the benefit of creditors,any type of creditor workout,or the commencement of any proceeding under any bankruptcy or insolvency laws by or against Grantor Creditor or Forfeiture Proceedings, Commencement of foreclosure or forfeiture proceedings,whether by judicial proceeding,self-help,repossession or any other method,by any creditor of Grantor or by any governmental agency • against any property securing the Indebtedness This includes a garnishment of any of Grantor's accounts,including deposit accounts,with Lender However,this Event of Default shall riot apply if there is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the creditor or forfeiture proceeding and if Grantor gives Lender wntten notice of the creditor or forfeiture proceeding and deposits with Lender monies or a surety bond for the creditor or forfeiture proceeding,in an amount determined by Lender,in its sole discretion,as being an adequate reserve or bond for the dispute Breach of Other Agreement Any breach by Grantor under the terms of any other agreement between Grantor and Lender that is not remedied within any grace period provided therein, including without limitation any agreement concerning any indebtedness or other obligation of Grantor to Lender,whether existing now or later e•-• Events Affecting Guarantor Any of the preceding events occurs with respect to any guarantor,endorser,surety,or accommodation party of any of the Indebtedness or any guarantor,endorser,surety,or accommodation party dies or cobecomes incompetent,or revokes or disputes the validity of,or liability under,any Guaranty of the Indebtedness In the event of a death,Lender,at its option,may,but shall not be required to,permit the guarantor's estate to assume unconditionally the obligations arising under the guaranty in a manner satisfactory to Lender,and,in doing so,cure any co Event of Default Adverse Change A material adverse change occurs in Grantor's financial condition,or Lender believes the prospect of payment or performance of the Indebtedness is impaired cv Insecurity.Lender in good faith believes itself insecure Right to Cure If such a failure is curable and if Grantor has not been given a notice of a breech of the same provision CT) of this Deed of Trust within the preceding twelve(12)months,it may be cured(and no Event of Default will have occurred)if Grantor,attar Lender sends written notice demanding cure of such failure (a)cures the failure within fifteen N (15)days,or (b)if the cure requires more than fifteen(15)days,immediately initiates steps sufficient to cure the failure and thereafter continues and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical RIGHTS AND REMEDIES ON DEFAULT If an Event of Default occurs under this Deed of Trust,at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remedies Accelerate Indebtedness Lender shall have the right at its option to declare the entire Indebtedness immediately due and payable,including any prepayment penalty which Grantor would be required to pay Foreclosure With respect to all or any pert of the Real Property,the Trustee shall have the right to exercise its power of sale and to foreclose by notice and sate,and Lender shall have the right to foreclose by judicial foreclosure,in either case in accordance with and to the full extent provided by applicable law UCC Remedies With respect to all or any part of the Personal Property,Lender shall have all the rights and remedies of a secured party under the Uniform Commercial Code Collett Rents Lender shall have the right,without notice to Grantor to take possession of and manage the Property and collect the Rents,including amounts past due end unpaid,and apply the net proceeds,over and above Lender's costs,against the Indebtedness In furtherance of this right,Lender may require any tenant or other user of the Property to make payments of rent or use fees directly to Lender If the Rents are collected by Lender,then Grantor irrevocably designates Lender as Grantor's attorney-in-fact to endorse instruments received in payment thereof in the name of Grantor and to negotiate the same and collect the proceeds Payments by tenants or other users to Lender in response to Lender's demand shall satisfy the obligations for which the payments are made,whether or not any proper grounds for the demand existed Lender may exercise its rights under this subparagraph either in person,by agent,or through a receiver Appoint Receiver Lender shall have the nght to have a receiver appointed to take possession of all or any part of the Property,with the power to protect and preserve the Properly,to operate the Property preceding or pending foreclosure or sale,and to collect the Rents from the Property and apply the proceeds,over and above the cost of the receivership, against the Indebtedness The receiver may serve without bond if permitted by law Lender's nght to the appointment of a receiver shell exist whether or riot the apparent value of the Property exceeds the Indebtedness by a substantial amount Employment by Lender shall not disqualify a person from serving as a receiver Tenancy at Sufferance If Grantor remains in possession of the Property after the Property is sold as provided above or Lender otherwise becomes entitled to possession of the Property upon default of Grantor,Grantor shall become a tenant et sufferance of Lender or the purchaser of the Property and shall,at Lender's option, either (1) pay a reasonable rental for the use of the Property,or(2) vacate the Property immediately upon the demand of Lender Other Remedies Trustee or Lender shall have any other right or remedy provided in this Deed of Trust or the Note or by law Notice of Sale Lender shall give Grantor reasonable notice of the lime and place of any public sale of the Personal DEED OF TRUST (Continued) Page 6 Property or of the time after which any private sale or other intended disposition of the Personal Property is to be made Reasonable notice shall mean notice given at least ten(10)days before the time of the sale or disposition Any sale of Personal Property may be made in conjunction with any sale of the Real Property Sale of the Property. To the extent permitted by applicable law,Grantor hereby waives any and all rights to have the (-i Property marshalled In exercising its rights and remedies,the Trustee or Lender shall be free to sell all or any part of the Co Property together or separately,In one sale or by separate sales Lender shall be entitled to bid al any public sale on all 0 or any portion of the Property Attorneys'Fees,Expenses It Lender institutes any suit or action to enforce any of the terms of this Deed of Trust, Lender shall be entitled to recover such sum as the court may adjudge reasonable as attorneys'fees at trial and upon c� any appeal Whether or not any court action is involved,and to the extant not prohibited by law,all reasonable expenses Lender incurs that in Lender's opinion are necessary at any time for the protection of its interest or the ,a enforcement of its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of the expenditure until repaid Expenses covered by!his paragraph include,without limitation, however subject to any limits under applicable law,Lender's attorneys'fees and Lender's legal expenses,whether or not there is a lawsuit,including attorneys'fees end expenses for bankruptcy proceedings(including efforts to modify or vacate any automatic stay or injunction),appeals,and any anticipated post-judgment collection services,the cost of rsearching records,obtaining title reports(including foreclosure reports),surveyors'reports,and appraisal fees,bile insurance,and fees for the Trustee,to the extent permitted by applicable law Grantor also will pay any court costs,in addition to all other sums provided by taw A waiver by any party of a breach of a provision of this Deed of Trust shall not constitute a waiver of or prejudice the party's rights otherwise to demand strict compliance with that provision or any other provision. nighle of Trustee Trustee shall have all of the nghts and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE The following provisions relating to the powers end obligations of Trustee (pursuant to Lender's instructions)are part of this Deed of Trust Powers of Trustee In addition to all powers of Trustee arising as a matter of law,Trustee shall have the power to take the following actions with respect to the Property upon the wntten request of Lender end Grantor (a)join in preparing and filing a map or plat of the Real Property,including the dedication of streets or other rights to the public, (b)join in granting any easement or creating any restriction on the Real Property,and (c)join in any subordination or other agreement affecting this Deed of Trust or the interest of Lender under this Deed of Trust Obligations to Notify Trustee shall not be obligated to notify any other party of a pending sale under any other trust deed or lien,or of any action or proceeding in which Grantor,Lender,or Trustee shall be a party,unless required by applicable law,or unless the action or proceeding is brought by Trustee Trustee Trustee shall meet all qualifications required for Trustee under applicable law In addition to the rights and remedies set forth above,with respect to all or any part of the Property,the Trustee shall have the right to foreclose by notice and sale,and Lender shall have the right to foreclose by judicial foreclosure,in either case in accordance with and to the full extent provided by applicable law Successor Trustee Lender,at Lender's option,may from time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded in the office of the recorder of KING County,State of Washington The instrument shall contain,in addition to all other matters required by state law,the names of the original Lender,Trustee,and Grantor,the book and page or the Auditor's File Number where this Deed of Trust is recorded,and the name and address of the successor trustee,and the instrument shall be executed and acknowledged by Lender or its successors in interest The successor trustee,without conveyance of the Property,shall succeed to all the title,power,and duties conferred upon the Trustee in this Deed of Trust and by applicable law This procedure for substitution of Trustee shall govern to the exclusion of all other provisions for substitution NOTICES Subject to applicable law,and except for notice required or allowed by law to be given in another manner,any notice required to be given under this Deed of Trust,including without limitation any notice of default and any notice of sale shall be given in writing,and shall be effective when actually delivered,when actually received by telefacsimile(unless otherwise required by law),when deposited with a nationally recognized overnight couner,or,if mailed,when deposited in the United States mail as first class,certified or registered mail postage prepaid,directed to the addresses shown near the beginning of this Deed of Trust All copies of notices of foreclosure from the holder of any lien which has priority over this Deed of Trust shall be sent to Lender's address,as shown near the beginning of this Deed of Trust Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties,specifying that the purpose of the notice is to change the party's address For notice purposes,Grantor agrees to keep Lender informed at all times of Grantor's current address Subject to applicable law,and except for notice required or allowed by law to be given in another manner,if there is more than one Grantor,any notice given by Lender to any Grantor is deemed to be notice given to all Grantors STATUTE OF FRAUDS DISCLOSURE ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN .MONEY EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. By Signing this document each Party acknowledges receipt of the above notice This agreement, together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in the Agreement There are no unwritten oral agreements between the Parties No alteration of, or amendment to this Agreement shall be effective unless given In writing and signed by the party or parties sought to be charged or bound by the alteration or amendment The written Loan Agreement may not be contradicted b evidence of any prior,contemporaneous, or subsequent oral agreements or undersanings of the Parties. MISCELLANEOUS PROVISIONS The following miscellaneous provisions are a part of this Deed of Trust Amendments This Deed of Trust,together with any Related Documents,constitutes the entire understanding and agreement of the parties as to the matters set forth in this Deed of Trust No alteration of or amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment Annual Reports If the Property is used far purposes other than Grantor's residence,Grantor shall furnish to Lender, upon request,a certified statement of net operating income received from the Property dunng Grantor's previous fiscal year in such form and detail as Lender shall require "Net operating income shall mean all cash receipts from the Properly less all cash expenditures made in connection with the operation at the Property Caption Headings Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to interpret or define the provisions of this Deed of Trust Merger There shall be no merger of the interest or estate created by this Deed of Trust with any other interest or estate DEED OF TRUST (Continued) Page 7 in the Property at any time held by or for the benefit of Lender in any capacity,without the written consent of Lender Governing Law This Deed of Trust will be governed by,construed and enforced in accordance with federal law and the laws of the State of Washington This Deed of Trust has been accepted by Lender In the State of Washington No Waiver by Lender Lender shall not be deemed to have waived any rights under this Deed of Trust unless such waiver is given in wnhng and signed by Lender No delay or omission on the part of Lender in exercising any right shall operate as a waiver of such right or any other right A waiver by Lender of a provision of this Deed of Trust shall not prejudice or constitute a waiver of Lender's right otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No prior waiver by Lender,nor any course of dealing between Lender and Grantor,shall constitute a waiver of any of Lender's rights or of any of Grantor's obligations as to any future transactions Whenever the consent of Lender is required under this Deed of Trust,the granting of such consent by Lender in any instance shall not constitute continuing consent to subsequent instances where such consent is required end in all cases such consent may be granted or withheld in the sole discretion of Lender Severebtlity If a court of competent jurisdiction finds any provision of this Deed of Trust to be illegal,invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision illegal, invalid, or unenforceable as to any other circumstance If feasible,the offending provision shall be considered modified so that it becomes legal,valid and enforceable I!the offending provision cannot be so modified,it shall be considered deleted from this Deed of Trust Unless otherwise required by law,the illegality,invalidity,or unenforceability of any provision of this Dead of Trust shall not affect the legality,validity or enforceability of any other provision of this Deed of Trust Successors and Assigns Subject to any limitations stated In this Deed of Trust on transfer of Grantor's interest,this Deed of Trust shall be binding upon and inure to the benefit of the parties,their successors and assigns If ownership of the Property becomes vested in a person other than Grantor,Lender,without notice to Grantor,may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without releasing Grantor from the obligations of this Deed of Trust or liability under the Indebtedness Time Is of the Essence Time is of the essence in the performance of this Deed of Trust Waiver of Homestead Exemption Grantor hereby releases and waives all rights and benefits of the homestead exemption laws of the Stale of Washington as to all Indebtedness secured by this Deed of Trust DEFINITIONS The following capitalized words and terms shell have the following meanings when used in this Deed of Trust Unless specifically stated to the contrary,all references to dollar amounts shall mean amounts in lawful money of the United States of America Words and terms used in the singular shall include the plural,and the plural shall include the singular,as the context may require Words and terms not otherwise defined in this Deed of Trust shall have the meanings attributed to such terms in the Uniform Commercial Code N CO Beneficiary The word"Beneficiary"means Issaquah Bank,and its successors and assigns Borrower The word Borrower"means BELMONT HOMES,INC,and all other persons and entities signing the Note in b whatever capacity • Deed of Trust The words"Deed of Trust"mean this Deed of Trust among Grantor,Lender,and Trustee,and includes without limitation all assignment and security interest provisions relating to the Personal Property and Rents co Default The word"Default"means the Default set forth in this Deed of Trust in the section titled'Default" Event of Default The words"Event of Default'mean any of the Events of Default set forth in this Deed of Trust in the o Events of Default section of this Deed of Trust Grantor The word"Grantor"means BELMONT HOMES,INC 0 Guaranty The word"Guaranty"means the guaranty from guarantor,endorser,surety,or accommodation party to Lender,including without limitation a guaranty of all or part of the Note Improvements The word"Improvements'means all existing and future improvements,buildings,structures,mobile homes affixed on the Real Property,facilities,additions,replacements and other construction on the Real Property Indebtedness The word Indebtedness"means all principal,interest,and other amounts,costs and expenses payable under the Note or Related Documents,together with all renewals of,extensions of,modifications of,consolidations of and substitutions for the Note or Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust,together with interest on such amounts as provided in this Deed of Trust , n Lender The word'Lender"means Issaquah Bank,its successors and assigns 1.1 )�� Note The word"Note"means the promissory note dated June 5,2000,In the originahprirtf,;IpoI emoynt of $245,000 00 from Grantor to Lender,together with all renewals of,extensions of,morrfcaheris q(,,rrfiflancias of, consolidations of,and substitutions for the promissory note or agreement Personal Property. The words"Personal Property"mean all equipment,fixtures,and olharartfole3 {pink!properly now or hereafter owned by Grantor,and now or hereafter attached or affixed to the Reel ProperrttjrM ether iith all accessions,parts,and additions to,all replacements of,and all substitutions for,any of such"propa l oge(her with all issues and profits thereon and proceeds(including without limitation all insurance proceeds apd refunds of Premiums) from any sale or other disposition of the Property Property The word"Property"means collectively the Real Property and the Personal Property Real Property The words"Real Property mean the real property,interests and rights,as further described in this Deed of Trust Related Documents The words"Related Documents"mean all promissory notes,credit agreements,loan agreements, guaranties, secunty agreements, mortgages, deeds of trust, secunty deeds, collateral mortgages, and all other instruments, agreements and documents, whether now or hereafter existing, executed in connection with the Indebtedness,provided,that the environmental indemnity agreements are not"Related Documents"and are not secured by this Deed of Trust Rents The word'Rents"means all present and future rents,revenues,income,Issues,royalties,profits,and other benefits derived from the Property Trustee The word'Trustee"means Chicago Title insurance C,whose mailing address is 10500 NE 8th 01700, Bellevue,WA 98004 and any substitute or successor trustees DEED OF TRUST (Continued) Page 8 GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF THIS DEED OF TRUST,AND GRANTOR AGREES TO ITS TERMS GRANTOR. ti N CP BELMONT ,l Ca By ROB an PR ID T ES,INC of BELMONT ��rN dB ti+ iy r •tia o CORPORATE ACKNOWLEDGMENT ?s 011en • o SNOOD •: STATE OF WASHINGTON ) �4, tfl��f )SS , %141 .M 1O COUNTY OF KING ► On this 5 day of J444..a ,26 ,before me,the undersigned Notary Public,personally appeared ROBERT P WENZL,PRESIDENT of BELMONT HOMES,INC of BELMONT HOMES, INC and personally known to me or proved to me on the basis of satisfactory evidence to be an authorized agent of the corporation that executed the Deed of Trust and acknowledged the Deed of Trust to be the free and voluntary act and deed of the corporation,by authority of its Bylaws or by resolution of its board of directors,for the uses and purposes therein menho • nd on oath stated that he or she is authonzed to execute this Deed of Trust and in fact executed the Deed of Trust atf of theon corporati By -LeaWth /2.� � Residing at r.—_Le/LoS Notary Public In and for the State of tt)2)111 bin_ My commission expires 4/(9k,/ REQUEST FOR FULL RECONVEYANCE To ,Trustee The undersigned is the legal owner and holder of all indebtedness secured by this Deed of Trust You are hereby requested, upon payment of all sums owing to you,to reconvey without warranty,to the persons entitled thereto,the right,title and interest now held by you under the Deed of Trust Date Beneficiary By Its MICA„10L.1000 A00 09.,,ITM Off Ye],]000,0)C,n,ay.,1M7 2000 AO 1L0101,,, ,.0 •WA I,lAIE0,A01CI,1L,1100,20 T11-051I SCHEDULE A PAGE 9 PARCEL A THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 330 FEET THEREOF, ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, 10, LYING SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE NOPTH 1650 00 FEET, THENCE EAST 660 FEET, THENCE NORTH 175 00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE, THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 FEET OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE PARCEL B THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING DESCRIBED PREMISES N N BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, Q' THENCE NORTH 1650 FEET TO TRUE POINT OF BEGINNING, CD THENCE EAST 660 FEET, ✓ THENCE NORTH 175 FEET, • THENCE WEST 252 FEET, v - THENCE SOUTH 159 FEET, co THENCE WEST 408 FEET TO THE WEST LINE OF SAID SECTION, THENCE SOUTH 16 FEET TO TRUE POINT OF BEGINNING, O EXCEPT THE WEST 30 FEET FOR ROAD O 0 N PARCEL C THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTEP OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN DING COUNT/ WASHINGTON, EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES • WHEN RECORDED RETURN TO Name L�i.tce��c� (r ft., c , ruJ Address A•s' .�.� �—, h�. t#ZL r llIl City,State,Zip \- 0(vG' ;gar2000�1 16001280 N/lDT • 12 00 KING1 Cp+piTY, Yp° ®Chicago Title Insurance Company 701 5th Avenue,Suite 1700,Seattle,Washington 98104 LPB No 20 Deed of Trust C'T Short Form f-;S oct`i C- ' (For Use in the Stale of Washington Only) THIS DEED OF TRUST,trade this 1?o'day of November ,2000_,between BELMONT HOMES.INC.A WASHINGTON CORPORATION ,GRANTOR, whose address rs 11411 NORTHEAST 124TH KIRKLAND,WASHINGTON 98033 TICOR TITLE INSURANCE COMPANY,a corporation,TRUSTEE,whose address is 1700 Columbia Center,701 Fifth Avenue,Seattle,Washington 98104 and CHICAGO TITLE INSURANCE COMPANY,A MISSOURI CORPORATION,BENEFICIARY, whose address is 701 FIFTH AVENUE 17TH FLOOR SEATTLE,WASHINGTON 98104 WITNESSETH Grantor hereby bargains,sells and conveys to Trustee in Trust,with power of sale,the following described real property in KING County,Washington �y o �rGt�1wv �'tl it- 1U, ja✓-ylSLl;p 2� ►.1.,r-^,'I?�(� 6'- e C7c.S i— O TITUJ IN°'i q'N(F COMPANY SEE EXHIBIT'A'ATTACHED HERETO r i • J ' N IICSy a,. .le),?Wily tor the ocr racy or vahsiy of the tastiest Tax Account Number 102305-9237,102305-9061,102305-9105,102305-9297,102305-9071,102305-9235, TOGETHER WITH all the tenements,heredttaments and appurtenances,now or hereafter thereunto belonging or in anywise appertamrng,and the rents,issues and profits thereof and all other property or rights of any kind or nature whatsoever further set forth in the Master Form Deed of Trust hereinafter referred to,SUBJECT,HOWEVER,to the right,power and authonty hereinafter given to and conferred upon Beneficiary to collect and apply such rents,issues and profits THIS DEED IS FOR THE PURPOSE OF SECURING PERFORMANCE OF GENERAL BUILDER INDEMNIFICATION NUMBER 3406,DATED JANUARY 14,2000 AND ALL TERMS,PROVISIONS AND OBLIGATIONS CONTAINED THEREIN By executing and delivering this Deed of Trust and the Note secured hereby,the parties agree that all provisions of Paragraphs I through 35 inclusive of the Master Form Deed of Trust hereinafter referred to,except such paragraphs as are specifically excluded or modified herein,are hereby incorporated herein by reference and made an integral part hereof for all purposes the same as if set forth herein at length,and the Grantor hereby makes said covenants and agrees to fully perform all of said provisions The Master Form Deed of Trust above referred to was recorded on the twenty-fifth(25th)day of July,1968,is the Official Records of the offices of the County Auditors of the following counties in Washington in the book and at the page designated after the name of each county,to-wit The undersigned Grantor requests that a copy of any Notice of Default and of any Notice of Sale hereunder be mailed to him at the address herembefore set forth COUNTY BOOK OR VOL, PAGE NO AUDITORS FILE NO Adams 2ofRecord Instr 513-16 122987 Asotin Microfilmed Under Auditor's No 101896 Renton 241 of Official Rec 695 A-C 592931 Chelan 688 of Official Rec 1682-1685 681844 Clallam 315 of Official Rae 195-198 383176 Clark Aud Microfilm No 702859-702862 0-519253 Columbia 49 of feeds 198.201 • F-3115 Cowlitz 747 of Official Rcc 234-237 675475 Douglas 125 of Mortgages 120-123 151893 Ferry 28 of Deeds 413-416 153150 Franklin II of Official Rec 138-141 309636 Garfield Microfilmed under Auditors No 13044 Grant 44 of Rec Doc 373-376 538241 Grays Harbor 21 of General 31-34 207544 Island 181 of Official Rec 710-713 211628 Jefferson 4 of Official Rcc 316-319 196853 King 5690 of Mtgs 436-439 6382309 Kitsap 929 of Official Rec 480-483 934770 Kittitas III of Mtgs 361-364 348693 Klickitat 101 ofMtgs 107-110 131095 Lewis 7 of Official Rec 839-842 725562 Lincoln 107 of Mortgages 776-779 316596 Mason Reel 48 Frame835-838 236038 Okanogan 121 of Mortgages 517-519A 560658 Pacific 213 of Official Rec 649-652 55707 Pend Oreille 27 of Mtgs 8-11 126854 Pierce 1254 of Mtgs 707-710 2250749 San Juan 28 of Mtgs 459-462 69282 Skagit 19 of Official Roe 80-83 716277 Skamania 47 ofMtgs 41-44 70197 Snohomish 233 of Official Rec 540-543 2043549 Spokane 14 of Official Rec 1048-1051 376267C Stevens 109 of Mtgs 394-397 390635 Thurston 454 of Official Rec 73I.734 785350 Wahkiakum 17 of Mortgages 89-92 24732 Walla Walla 308 of Mtgs 711-714 495721 Whatcom 82 of Official Rec 855-858 1047522 Whitman 1 of Mac 291-294 382282 Yakima 712 of Official Rec 147-I50 2170555 A copy of such Master Form Deed of Trust is hereby furnished to the person executing this Deed of Trust d executing t Deed of Trust the Grantor acknowledges receipt of such Master Form Deed of Trust The property which is the subject of this Deed of Trust is not used principally or primarily for agric t f s BELMONT HOMES,INC By ROBERT P WENZE , FSIDFNT C-3 to ss • STATE OF WASHINGTON ) COUNTY OF KING ss • COUNTY OF ) I certify that I know or have satisfactory evidence that ROBERT P WENZEL, o• On this day of is the N before me,the undersigned,a notary public in and for the person who appeared before me, and said person State of Washington, duly commissioned and sworn, acknowledged that HE signed this instrument, on personally appeared oath stated that_HE_was authorized to execute the instrument and acknowledged it as PRESIDENT of known to me to be the individual{s)described in and who BELMONT HOMES, INC to be the free and execut�l the„yyithin instrument and acknowledged that voluntary act of such party for the uses and purposes 0) 6 Upialed the same as free and mentioned in the instrument 6alitlary act analiek,for the uses and purposes herein Dated -/6-QU entujaedr a f p tu T : I f 't t`^ C Printed Name ec7 e /t)AJ '4 AI i t Rrintetfe pb ' • Notary Public m d fo State of Washington Notary'PLbhc rq'an�for the State of Washington Residing at Residing at My appointment expires 7-aalo 3 My appotntment'expires STATE OF WASHINGTON ) REQUEST FOR FULL RECONVEYANCE Do not record To be used only when note has been paid TO TRUSTEE, The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust Said note, together with all other indebtedness secured by said Deed of Trust,has been fully paid and satisfied,and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust,to cancel said note above mentioned,and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith,together with the said Deed of Trust,and to reconvey,without warranty,to the parties designated by the terms of said Deed of Trust,all the estate now held by you thereunder Dated CHICAGO TITLE INSURANCE COMPANY LEGAL DESCRIPTION PARCEL A THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF, TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FEET OF THE WEST 650 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST PARCEL B THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 • NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE SOUTH 120 FEET THEREOF, ALSO EXCEPT THE NORTH 110 FEET THEREOF, ALSO co EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES cV U CV CHICAGO TITLE INSURANCE COMPANY Order No 000563281 LEGAL DESCRIPTION PARCEL A THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF, TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 15 FEET OF THE WEST 650 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST PARCEL B THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE SOUTH 120 PEET THEREOF, ALSO EXCEPT THE NORTH 110 FEET THEREOF, ALSO cm oz EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES cv C7 PARCEL C THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; CD CM CD EXCEPT THE WEST 153 FEET THEREOF cv (ALSO KNOWN AS LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 98-148-LLA, RECORDED UNDER RECORDING NUMBER 9903029027) PARCEL D THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 330 FEET THEREOF, I I C,AI I/RDA/0999 i • CHICAGO TITLE INSURANCE COMPANY EXHIBIT LEGAL DESCRIPTION Order No ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, 10, LYING SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE NORTH 1650 00 FEET, THENCE EAST 660 FEET, THENCE NORTH 175 00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE, THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 FEET OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE PARCEL E • THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING DESCRIBED PREMISES. cQ BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE NORTH 1650 FEET TO TRUE POINT OF BEGINNING, o THENCE EAST 660 FEET, w THENCE NORTH 175 FEET, THENCE WEST 252 FEET, THENCE SOUTH 159 FEET, ▪ THENCE WEST 408 FEET TO THE WEST LINE OF SAID SECTION, THENCE SOUTH 16 FEET TO TRUE POINT OF BEGINNING, 0 0 EXCEPT THE WEST 30 FEET FOR ROAD PARCEL F THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. EXI)•C,AI C/RIA/0W9 1-0NOIEliqffo IA? an CITY OF RENTON JUL 2 Planning/Building/Public Works ; ;. CITY OF RENTON MEMORANDUM k?ziNG EXAMINER DATE: June 29, 2001 TO: Fred Kaufman, Hearing Examiner FROM: Elizabeth Higgins, AICP SUBJECT: Boardwalks and pathway construction in wetlands f As you requested, staff has researched various types of trail construction in wetlands or over wet land. The results of this research, which will provide you with information on several alternative pathway types;is included herewith. In addition, you inquired as to whether walkways are allowed in wetland buffers, or if a variance from the Critical Areas Ordinance would be required. RMC 4-3-05007 "Exemptions in Buffers" (attached) _t_ates that trails and open space in critical area buffers are exempt from regulation. .;, t jt\ • r Ehibl+ N . 13 4-3-050C 7. Exemptions in Buffers: The activities listed in the following table are allowed within critical area buffers, and are exempt from the applicable provisions of this Section, provided a letter of exemption has been issued per subsection C4 of this Section, Letter of Exemption. If an "X"appears in a box, the listed exemption applies in the specified buffer. If an "X"does not appear in a box, then the exemption does not apply in the required buffer.Whether the exempted activities are also exempt from permits will be determined based upon application of chapters 4-8 and 4-9 RMC,or other applicable sections of the Renton Municipal Code. EXEMPTIONS WITHIN CRITICAL AREA BUFFERS Shorelines/ Aquifer Flood Geologic Habitat Streams/ Protection Hazard Hazard Conservation Lakes EXEMPT ACTIVITY Area Area Area Area (Reserved) Wetlands a.Activities in Critical Area Buffers: i. Trails and Open Space:Walkways and X X X trails, and associated open space in critical area buffers located on public property,or where easements or agreements have been granted for such purposes on private prop- erty. All of the following criteria shall be met. (1) The trail,walkway,and associated open space shall be consistent with the Compre- hensive Parks, Recreation,and Open Space Master Plan. The City may allow pri- vate trails as part of the approval of a site plan,subdivision or other land use permit approvals. (2) Trails and walkways shall be located in the outer half of the buffer,i.e.the portion of the buffer that is farther away from the criti- cal area. Exceptions to this requirement may be made for: • Trail segments connecting to existing trails where an alternate alignment is not practical. • Public access points to water bodies spaced periodically along the trail. (3) Enhancement of the buffer area is required where trails are located in the buffer. (4) Trail widths shall be a maximum width of twelve (12)feet. ii. Stormwater Management Facilities in X X Buffer:Stormwater management facilities in critical area buffers including stormwater dis- persion outfall systems designed to minimize impacts to the buffer and wetland where the site topography requires their location within the buffer to allow hydraulic function,pro- vided the standard buffer zone area associ- ated with the wetland classification is retained pursuant to RMC 4-3-050.M.6.c., and is sited to reduce impacts between wet- land and surrounding activities. For Habitat Conservation Areas,this exemption applies only to Category 1 wetlands. 3 - 20.7 (Revised 101(X)) • TRAIL BUILDING IN WETLANDS - SOOS CREEK PARK Soos Creek Park encompasses six elevation to meet State Wildlife Depart- studies in 1974 and 1984 demonstrated the miles of the Big Soos Creek Valley,includ- ment criteria. As a result,each provides an rapid destruction of formerly high quality ing streamside wetlands and valley excellent raised viewpoint into the sur- spawning and rearing areas by sediments sideslopes. Richard Carothers Associates rounding low lying wetlands. generated outside the Park. While regula- (RCA) has been assisting King County King County Parks made an early tion of siltation at its source is outside the Parks in planning and design for a multi- commitment to protect and enhance the jurisdiction of the Parks Department, a use trail system throughout the Park, a environmental values of the valley corn- program of fisheries enhancement along relatively undisturbed natural corridor dor. Soos Creek is being implemented within threading through a rapidly developing Several acres of transitional the Park. Richard Carothers Associates, suburban-rural community, meadow areas have been planted with an along with biologists from Shapiro and The first two phases of construe- assemblage of native trees and shrubs both Associates, is preparing a multi-site pro- tion provide 3-1/2 miles each of paved to buffer wildlife areas from trail users and gram to provide in-stream and streamside bicycle, walking trail and equestrian trail, to broaden the diversity of habitat options. habitat improvements. The flood storage Subsequent phases will add approximately The flood storage compensation areas have ponds discussed previously are being re- three miles of bike trail within the Park, been dredged larger and deeper than neces- contoured to enhance their role as rearing provide bike and equestrian connectors to sary for regulatory compliance, yielding ponds with ready access to the creek. Logs Lake Youngs and the neighborhood, and year-round open water, a valuable habitat and rocks placed in selected portions of the develop interpretive signage, boardwalks otherwise limited in the valley. These stream channel will enhance localized and programs to highlight the natural at- ponds have been planted with a palette of flushing of the bed,re-exposing the under- tractions of the Park. One half mile east,an aquatic plants selected for their value as lying gravels needed for spawning. Addi- equestrian and hiking trail has also recently food and shelter for waterfowl. tional planting of native shrubs along been completed,providing a nine mile loop Although trail development is the stream banks will improve rearing poten- around the periphery of the Lake Youngs most visible aspect of park development tial by shading and cooling the water and by watershed reservation. Soos Creek itself is receiving attention as providing"drop-in"food. While portions of the trail are well. Soos Creek is a Class A stream, Soos Creek Park demonstrates located on upland slopes and plateaus,the attracting spawning salmon and steelhead that not only can trails provide new recrea- alignment is characterized by passage along with a resident trout population. tion for human neighbors,they can provide through valley-bottom wetlands. Regula- Rapid suburbanization of the drainage impetus for protection and enhancement of tory concern for these wetlands is particu- basin has brought the usual ancillary bur- natural environments within the urbanizing larly sensitized in the Seattle area. Trail den of stream siltation. Fisheries habitat framework of our communities. design was preceded by lengthy evaluation of wetland boundaries,habitats and associ- ated fisheries concerns. A mitigated re- sponse to the impacts of trail construction through the wetlands was coordinated with 1 coso \QI.Qac. the Corps of Engineers, state and county agencies. =0"i A typical wetland trailbed itself is 1 Direct Importer of a built up section of porous structural fill P ' Unique Merchandise from Southeast Asia (18"-24" in depth)placed over geotextile on the undisturbed root-mat of natural grade. The paved bike trail developed on this fill section is 10 feet wide, with two foot shoulders atafpr joggers. Cross-culverts ter- • Pots, Planters & Containers are located at approximately 100 foot inter- vals at low points to permit through-flow of surface drainage. These culverts also pro- of A I I Sizes vide access for floodwaters to backup on their traditional floodplain. Flood storage ® Garden Art & Artifacts volumes lost to the fill section itself are compensated by nearby excavated areas Garden Seats sited to provide added storage at appropri- ate elevations. The trail alignment is punctuated by periodic crossings of Soos Creek. Two pre-existing driveway bridges have been reconstructed and two new bridges have \ 0`� been built. The new bridges,with glue-lam Q DESIGNER'S CHOICE, SUITE 239 structural beams on concrete abutments are DESIGN CENTER NORTHWEST required to provide a minimum of 4 foot ihoorr 5701 6th Ave. S., Seattle, WA 98108 (206) 763-4440 clearance above the 100-year floodway 16 , 1 s ` , 1, c �.IN .V l/ s f .. I ,... . , ,,. NI.it ,,,,-..12 A. , .i..„,, _, ..„ ...,.... ., . . .. . ., . . ;, , , -: • .. ; , ,.:.. . ,.. . ,. •".... _ .„.,,,,. ,,..., ,..r.,..,.1.,.... . ,A.:.... . . ., ,. .., e _ t •ilia + E i. , ! t$4. 4.,_roti- . ,- - lact . - : - v, - . -,,--1,, ,:zi.,,,,,:l.; , , , , . . _. )4,, •.-h,.t!pi :,.., ,,,,:, ... ._,, ,. . .,.. ._. , . .,,.. "A.:- - sit/% \, Stid✓yL �•d - I M,, s � ^ -. W2asw i - Y ti _- - BOARDWALKS A walkway through native Florida may be the best amenity of all By Michael J. L.oForno. ASLA AMENITIES t I You can see the of ibis just lifting off a quiet wave of the edge of the sunset from here, from among the shimmer across landscape and �� > , but it's so much mangroves. the gulf to their feet. witness the beauty w� : . better out there." Gramma was right; Wading birds of the horizon is but 3 ` ' Anxiously the the sunset was alighted from their one reason for .y -.-' '�' - %- children scrambled spectacular from watches and glided boardwalk design iu,'. `-` Y/ 'L,', across the field and the viewing plat- majestically to their and construction. -'�E �" b iri out onto the board- form, and they had roosts. In moments, Reaching out into walk, stopping only gotten there just in the sun had van- otherwise inacces- 4 when they reached time. fished and all that sible landscapes is 1 •, the platform closest Across the placid remained were faint another. What Michael J. LoForno, to the water. "Look water they watched impressions of rose better way to ASLA,is senior land Gramma. look at the sun sink toward and indigo in the experience the planner and project 'em go," indicated the horizon. It sky and on the austerity of a manager for John Ra- the youngest, brought warmth to water. cypress dome, the henhampConsultants pointing to a flock the water, and sent To reach out to mystery of dark- Inc., Philadelphia. ii FLORIDA LANDSCAPE ARCHITECTURE i ened woods, or the sive, but also y b ,, .� � ia"` '� f k - � � T+t nor V,�. • F -'� ° _ ,'.. magic of a se because sensitive Y r; •,r -,, .,` ,;; ,., �. •; cluded pingo, than design and layout ., .,,� ;�- .Y ::'a ,'M���•: - �� - �- by snaking cat- of the walks (both `` 'r walks through their horizontally and �'' ' f ' : ` ` '' ' ' '-��`'` .� z '` ` x x� depths. vertically) permits °•, ,, • , ;, * ,{',wry ,„ -' ti`',t" Aerial walkways access to whatever 2 a �r ,'"N ro, �-,L. ,,; s y can snake through extent is appropri- ., .:�`" u e3' � � '`ti the landscape, yet ate within the t • rt�' ` �r`r. °=":' ,. -� , ;. o leave the ways of design program. ' `i 4 ' 0'a . ' s:'I nature undisturbed. Landscape '4 `.:'-.::;:;, 7,-..,-,�'r• '5 { The soils unique preservation .. K� mix of water, Years ago, the �,' • ,�, l �,T .... . p, nutrients and problem of how to • t Pr:,' `� t` . �+s `�`L ` %: microbes continue get safely and . . , ; • ``1. .5 � .y �-?;,�_ r,.ti=° ,,.. ii in its complex func- dependably from tion; fungi of every one point to an- A boardwalk winds around Windrush,a residential community on the type and size other through highly Gulf in Tarpon Springs.L.A.:John Rahenkamp Consultants. contribute to the im- sensitive or danger- portant business of ous landscapes developed as a cially for nature National Wildlife decomposition and was solved by the medium for "inter- education. Visitors Refuge on Sanibel regeneration. use of aerial walk- pretation," espe- to Ding Darling Continued on page 43 Crabs, frogs and ways. Access lizards move freely across dunes, . . across the ground, through sloughs or Y = 4 5 safely out of reach, washouts, over II within sight rock areas or A N D B LAS TED but we g y of the careful man-made shore- . S I G N.-. • observer. Over- line revetments are head, birds, insects common examples. •.- and mammals This concept of k, Custom designed exterior and interior move continually aerial access has redwood signs for developments, through the broken even been trans- marinas, country clubs, golf courses, -- ,7,- canopy in search of lated into urban ;h, or even an executive board room. • food and shelter. settings where A complete line of affordable, standard What opportuni- "skybridges" have directional signs is also available to ties are there for been implemented continue with a custom look. - landscape archi- to cross dangerous tects to utilize streets. FOR MORE INFORMATION boardwalks? Recreation & PHONE, FAX OR WRITE TODAY. Boardwalks can be education = used for landscape With the earliest 4 preservation, development of na - 1-111 .11 \ recreation, educa- tional parks in this !' v o 0 0 0 `41-fi v 'i tion, and for added country came the ' „ a,4 •- amenity. The latent introduction of goal of land ste- boardwalks to Call (904) 351 -2396 wardship can be overcome some of FAX # (904) 351-4i 35 accomplished, not the hazardous only because wood landscape situ- fz 1717 NE 32 Avenue, Ocala, FL 32670 as a material is ations. Later, :- « - *.. - t3„V-1 e i,.:j r : � e ms` _.. relatively unobtru- boardwalks were .. , 7- Circle reader serviceno. FLORIDA LANDSCAPE ARCHITECTURE 7 BOARDWALKS ` '_ �i i;,, Y u����r''� �� r.'� �'�" �S�y,'ayTh�. '4���,,#�� y;'` A viewing platform : r � .a F x_.vim { < �� , + s, gives Windrush Continued from page 7 r a ^#.:- . ''.,, residents an unob- Z 5 '< Island or Ever- o • • structed view of the p - 4 J ' - glades National - '' Gulf of Mexico. Park have wit- W nessed alligators, , roseate spoonbills, _ •.- " '" m - and many other a ' creatures in their _ natural habitats. At Brooker Creek Park a in Pinellas County, young and old can logic history of the park where public end anglers an ex- walk or bike area. If nature is an funds were very tended reach into through various outdoor classroom, limited, aboard- the pond where the wetland and open then boardwalks walk system was better fishing op- water habitats to be and other paths are designed that could portunities are. The greeted by blue- the desks and volunteers. This be built by local fact that the local gray tanagers and chairs for all her boardwalk and fish- citizens actually crinum lilies while students. constructed the they learn about the At another loca- ing pier at Tippins boardwalk has geologic and bio- tion, a municipal Pond allows week- added value to the 4 , '4 tf; ,� Landscape -z _Security - A,- Lighting eCriblockRetanunq SAT ,.-- , -.7.-5- --!:.----..:-.,_....„.„,....„...„....„,._,. I-- , -. .„1.:,.„., ,..,-....-„,-..---_-,, ,-:„_.,.....:. ,.....:_ ............. ..„-.%,.:.,.-,- ,-....,!....„-, -,..---,,-._-_-1„..-;,:-=,-;,:::,::t.,:if,--.:.;,;,,,,-_--... ,-,-. -.-9-,11-_,;,,, s.-;,;-`-'-A--E,_,-- ,:tf--.---z.:',"---„ � i ; J �` ; 3 E } i� � I � 1. _, M1 m �, 3 .z-' t •Many Designs f75} , •Fluorescent- l� r .,__ _ *N.- -- -,: .nc,�`t _, :- . r Lamp forLong e `�'--- . , _ ' , , _:;' s^ ? Construction Lamp Life ,1 sw ''`:T ' ��,�++ ..: •Stands up�to •Low Voltage '' • '�'�' Corrosive Soil Available �f- }�,,::- -''�'i g•a':.,Y ,l , "‘ & altmir `4a �Custorn 4 _ xv µ - • •Cypress Wood Adaptions ' 1 u'� - yIy d k S • <.• N; �. ,any �-, � � � c'o`st'eff_ �/ig_i' Trims • ..7,.....,..,:;,,,,..........,:,.....:_....„ C K -`',_.:.landsca ablb-o ear c . -T_-1'��.- .:.P. •Commercial - ' v v, eliminates hydrostaticpressi =~M `'=� i -• _ ! •R is z ; ' Iong-Life concrete composition y :, ,=ham-:,tip esldent Y R b E .�-.� ;� •Marine 1 ,-, c� 119sed-fAce.below�ft,1,__.- , � - >; a ;;Lighting,In _ ,� ,; •Solar g�Aire c`g� R ki It-OR' r. �. - Re-.: F , w 498_ __. T.dA # 1 � w !V''4 � .y 1 S.. • .. rp• :r.i-air} :.. • . -1.''-j ;- t' :-.:�' Av.ailabl� ,'--' Naples,FL 33942 i.' :if . l+ .r.,.,::�o-. ,t . 9. :. : 47�7f,: } Circlle ce�dorservice a t9 E` � '��a7Tor � t •`.=�:•3�s.•4Tn+":—^.� T:'�s.`�iP►�Y+.?���*., 1- � ,;� . ..., ?�_t- �::.�r itS jar o-rw,�1 may:',:' Av'. •� ~•'- ! Circle reader service Il(). IS FLORIDA LANDSCAPE ARCHITECTURE 43 park, because so turn potential liabili- to bridge the sensi- cypress dome to many people have ties into assets that tive mangrove provide an open a vested interest in add considerable swamp and space amenity to the amenity. value to develop- mudflats and to residents of an in Added amenity ment projects. take in the sunset tense high density Creative land- At Windrush, a view. • condominium proj- scape architects gulf-front residential At another site in ect, in which no have learned from community in Tar- Hillsborough land area was these precedents pon Springs, a County, a board- available for tradi- that boardwalks boardwalk system walk system was tional recreational can be utilized to was implemented proposed through a amenities. With proper de- sign, boardwalks can be made to ac- ,The Perfect Way.to Pave commodate bicycle traffic, or even golf ' carts, providing valuable connec- . tions between the . ` / 3 k� , ,. recreational compo- � � ` / g u_: . - °r° nents of a site and —� �/' : ,N. its surroundings. ---• • �, Y F ,,; Communities that ,,t ��, , ! ty ,r ` @0 , 1{ , , ; are designed in f- -t1 1 •.I v ''r J J 119 ,x • i N _y. harmonywith the _ • 0= ;-:._:_:.‘ environment and r _i - = t < �a - provide recreational -- - -- 3- " `F opportunities for -o".."- -, .,v'_ `a�, -..r-.a•« t,-¢- --. - w J,• Ai r ;n-: ti �-� _:,�, � r .�._- , , L - residents are very -�- r ;s to ' : appealing. =' }`; '' ` r Highlighted `, ;, ' awareness of the . Appian=Stone ` Old-World e , : .- ._. . , v• environment means = :; : .. that homebuyers Appian-Stone Concrete Pavers add rustic Old-World style`.-'�?::°:?<x. are willing to spend and maintenance-free durability to residential drives and : :` walkways,as well as commercial plazas and courtyards. a little more, Bevel- fie rectangular and square shapes of Appian-Stones offer - opers are willing to designers a wide variety of pattern designs and combi- be a bit more sensi- nations to enhance an array of paving projects. tive, and regulators Appian-Stone is just one of many designs available from are showing a bit Paver Systems,the leading manufacturer of concrete pavers in Florida. more flexibility ;-•- when it comes to MANUFACTURERS OF a 1-Mill i PAVING STONES investing in and :.4' accommodating COMMERCIAL• INDUSTRIAL• RESIDENTIAL development _,AS;-,:-. - sPav \ ems schemes that use boardwalks for INC. added amenity. M • 7167 INTERPACE RD.,W.PALM BEACH,FL 33407•(407)844-5202 39 WEST LANDSTREET ROAD,ORLANDO,FL 32824•(407)859-9117 Circle reader service no. 20 44 FLORIDA LANDSCAPE ARCHITECTURE iw s,Bridges&Boardwalks rage a or On short steep grades,steps can be installed to control erosion,similar to waterbars,and to assist hikers climbing up and down the slopes.Steps are built with flat-sided rocks(at least 50 to 100 lbs each),treated wood or native logs.Logs need to be well anchored and buried at least one third of their diameter for stability.The top surfaces of each step must be rough,and should slope into the uphill side slightly to reduce slipping.Steps should extend beyond the edge of the trail to prevent erosion along the trail edge.The surface between steps should have a slight downhill slope to avoid water settling between the steps,and it should also slope to one side to reduce the effect of water cascading down the steps.Widely spaced steps may be installed above waterbars to prevent clogging the waterbars with sediments.Such steps should also be sloped to the outside of the trail to divert water off the trail.Steps ought to rise a maximum of 16 inches,but preferably less than 12 inches. • Maintenance Without regular maintenance,trails will become overgrown and disappear in a few years in many of Florida's vegetation communities. Maintenance efforts will be minimized if done annually,probably during winter months when temperatures are cool and visibility is good.However,sprouting shrubs will be more easily controlled if cut in late spring or early summer,after they have leafed out and when starch reserves in the roots are at their lowest level.Maintenance activities include:clearing new vegetative growth;removing loose rocks,roots,or dead trees;replacing surfacing material if necessary;litter cleanup;and sign repair.It is especially important to remove dead trees or branches that could fall on trail users. Trail width and clearance should be returned to original standards by pruning,cutting through or removing blowdowns,and removing new growth from the trail tread.As with initial clearing,select the right tool for the type of vegetation and clearing work,do not leave pointed stubs and stumps,and scatter(don't pile)cut material off the trail,out of obvious sight.Waterbars,ditches and other erosion control structures need to be cleaned out at least annually.Material excavated from above the waterbar can be placed on the mound below the bar to reinforce it. Consider relocating trail segments that have become gullies or wide and muddy if the relocation will not create the same conditions elsewhere.Otherwise,use log mats(short logs laid side by side),the rock treadway in the next figure,or one of the methods described in the section on Bridges,Boardwalks and Other Wetland Crossings,to stabilize the trail.Whatever method is used,short drainage ditches into surrounding vegetation or one of the erosion control measures described previously should also be constructed to reduce the source of water that caused the problem. f ANA A 10 ,` i „ ''" • ,' .. IR EA STE DITCH Rock treadway across a poorly drained spot (Courtesy of the Appalachian Mountain Club) Gather wood,soil or rock materials used for maintenance from sites away from the trail and cover or fill those sites with brush and debris when finished. Bridges,Boardwalks and Other Wetland Crossings Sooner or later,many trails must cross rivers,streams,marshes or other wetland areas.For trails designed to provide hikers with primitive conditions or challenges,natural trail crossings can be left unbridged or undeveloped.However,most trails will be used by people seeking safer,or at least drier,recreational pursuits.Crossing structures increase the likelihood the trail will be used,and they protect stream banks and wetland environments.Trails through wet meadows and marshes are prone to a common pattern of breakdown in the local soil and vegetation.As trail use in these areas increases,trails become soggy and muddy and hikers tend to walk on the edge of the trail on drier ground.Gradually the trail widens as increasingly larger muddy holes develop. http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 pis,Bridges&Boardwalks rage 7 of 1% All stream crossings have several common requirements.Trail crossings should be located at the narrowest,and most stable,spots along a river or stream.Straight sections of the waterway,away from curves where stream banks tend to erode,are the most stable areas.The stream channel needs to be well defined at the point of crossing,and a flat stream gradient is desirable to avoid high velocity water flow against the bridge.Slopes leading to the crossing on both sides of the stream need to be stable and well vegetated.Careful location of crossings is critical because of high construction and maintenance costs. Boardwalks provide interesting access routes into swamps and similar large wetlands,and are often designed for aesthetic and recreational purposes.Elsewhere,crossing structures may be used to avoid poorly drained spots in trails.In the latter situation,you should consider relocating the trail around the wet spot if it cannot be drained into adjacent vegetation. All crossings represent limitations to certain trail users,such as horses,bikes and motorized vehicles.Constraints include weight limits and slippery or poor(for tire or hoof)surfaces.Potential users must be considered in designing all crossing structures,and weight limits should be well in excess of maximum expected loading. • General construction concerns Crossing structures must be well anchored to stream banks,dry spots,or in the underlying soil in the case of boardwalks.Footings or mud sills are usually perpendicular to the crossing logs or planks,and anchored into stream banks with large rocks,long spikes or bars, or even concrete if the site is easily accessible.Wherever logs and planks are connected,spikes should be driven at least 3 in.into the second board or log,and countersunk if the spike would be a tripping hazard. Railings should be used on all crossings that are more than 2 feet off the ground or above water,and are advisable on many lower structures.(See picture of crossing with railing)They are usually 36 in.high and firmly attached to the crossing structure.The trail tread on any crossing should be at least 12 in.wide,although some narrower treads are acceptable for single log bridges in marshes (where a slip will only muddy your feet). • Simple foot bridges and narrow crossings Although a variety of structures might be used for crossing distances of up to 15 feet,the three most common are log crossings,short bridges and various rock structures. Log crossings are basically one or more log stringers laid side by side,with a flattened top surface for the treadway.Stringers are usually at least 8 to 10 ft long.In"topped log"bridges,one side of logs 6 inches in diameter or larger is removed to provide a flat surface.Up to 1/3 of the diameter of the log is removed in this process.In"split log"crossings,larger logs are split in half to produce a flat surface.For both types,the ends of the stringers are supported by mud sills that are short logs(3 to 4 ft long,8 to 10 in.diameter) or squared timbers.The sills are notched to hold the rounded lower surface of the logs,and the logs are attached to the sills with pins or spikes with at least 4-in.penetration into the sill. _ TOPPED _.#0. BRIDGE \:..‘= i voi,,,,,... . its2, . ,_ 44, , Jy t , 1 /`i,.. ,e, --, xt i �^ sa y � r -ff 2-�r,"!G http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 ts,Bridges&Boardwalks ragc w W..T Simple log crossings (Courtesy of the Appalachian Mountain Club) Small log cribs(logs stacked in a square pattern)can replace one or both mud sills if additional height is needed at one or both ends of the bridge.For better traction,tread surfaces can be roughened with pieces of wood nailed to the log surfaces,with tacked down chicken wire,or with tar and sand. (Illustration of Log crib) Short bridges,or catwalks(See Illustration),may be as simple as two logs laid across the water,2 to 4 feet apart.They are anchored directly to the crossing banks at both ends,or may be attached to mud sills.Planks or small logs are then attached perpendicularly to the logs to form the walking surface.Large planks or beams can be used in place of the logs,and handrails may be added for safety or convenience. Rock structures are frequently used for shallow stream and gully crossings.At stream crossings,a barrier of large rock is usually placed on the downstream side of the crossing,level with the trail tread.This barrier slows water flow over the crossing immediately upstream from it.Small rock,gravel,or flat stepping stones spaced no more than 2 feet apart,serve as the crossing tread.The rock barrier should be extended at least 12 inches into the banks on both sides to prevent water flowing around the ends and undercutting the crossing.A peeled log,extending 4 feet into each bank,could also be used to anchor the gravel tread.Large native rock placed on the downstream side of the log will help hold it in place.For shallow crossings,rock barriers may not be needed and stepping stones or a bed of gravel or rock may suffice for all except those who want a 100%guarantee of dry feet. (Illustration of a Rock base shallow stream crossing) • Long bridges Spans up to 40 feet can be crossed with log stringer bridges.Although single logs have been used,bridges more commonly use two or three logs supported at both ends by single base(mud sill)logs or cribs.Longer distances can be bridged with the use of midspan cribs. Minimum diameters of the stringers depends on the length of the span and tree species used for the logs.Tables in the Forest Service Trails Management Handbook and the Trail Manual of the Florida Trail define acceptable log diameters. (Illustration of a simple log stringer bridge) Once the logs are in place,which may require significant manual labor,winches or small pieces of equipment,the top surfaces are patterned or shaved to provide a bearing surface at least 2 in.wide.Decking from small split logs or rough sawn 2-inch planks are spaced to allow drainage and spiked to the logs with a minimum 3-inch penetration.If cribs are used for supporting the ends they should be constructed with logs that are at least 8 to 10 in.diameter,and the cribs should be filled with rock or soil as they are built. They must also be anchored on the outside with large rocks.Stringers are anchored to cribs or sills with large spikes or galvanized bolts.Handrails are advisable on all long bridges.One end of the stringers can be cabled to nearby trees to save the bridge in case of a flood.If both ends are cabled the pressure of both flood water and debris in it may destroy the bridge more quickly than if one end broke loose and the bridge swung against the bank. For shorter spans(up to 24 feet),log stringers can be replaced by pressure treated 2 x 10 in.lumber,bolted together.Pressure treated 2 x 8 in.planking may be used for the walking surface.Diagonal braces(2 x 10's)on the underside of the frame will provide additional support and reduce lateral movement.Other bridge designs are described in various trail manuals.If you are considering construction of any large bridge it would be wise to contact local engineers,contractors,utility companies or even National Guard units for possible assistance with design or materials. • Boardwalks and other wetland crossings The two most common uses of boardwalks in Florida are for nature trails through swamps and marshes,and for beach ramps across sandy areas to waterfront activities.They may be constructed as permanent fixtures or in easily transportable sections to facilitaterelocation when necessary.Permanent boardwalks require pressure-treated posts,poles or piers be sunk into underlying soils http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 ,11s,Bridges&Boardwalks Page 11 of 14 or rock for stability. j1 -4 to gg itr:-'—t' t " *i-¢-0 qr1 `M1 x t i..;.;,• ,.., i. .t, �I "fit i yi`,rf, :" 1:: e i 4 4k'C i 't• •; Yvy�•=:.� ••n11"k S+r i L ... t Z * f vx ^J t. C i • c (Courtesy of Dr.Dirk DeWaard) Cross braces or beams connect pairs of posts(see end view in next figure).Planks laid perpendicular,and connected,to the cross braces may serve as the walkway(top view).Using this pattern with boards of 1-or 2-inch thickness,Dr.Dirk DeWaard,a Stewardship landowner in north Florida,constructed a 560-foot boardwalk at a cost of about$2 per linear foot.Working alone,he built the boardwalk in 12 ft.sections,completing two sections a day. it 14/ V slat el t pN Swe ,..,,_" rt' —--�, ...+.�:"-- • 1.. gar I♦ t I iy 1:1 ' :'"?:; i R MO r kM �+ ... , , cia „. i `"',AR.a.7WAL &.+ Basic boardwalk construction plan (Courtesy of Dr.Dirk DeWaard) http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 =•,dls,Bridges&Boardwalks Page 12 of 14 Alternatively,only two planks might be used to connect adjacent pairs of posts and cross braces.Short planking laid perpendicular to the long planks would provide the walkway,and side rails could be added for safety.Size of posts,timbers and planks used in boardwalk construction will depend on the intended use of,and numbers of hikers on,the boardwalk. Portable sections are constructed in a similar pattern except that the supporting vertical posts rest on the soil or sand surface and are only as long as necessary to raise the boardwalk the desired distance above the sand or water.Individual sections can be connected end to end with planks and large bolts,and should be small enough that two to four people can move them when necessary. Boardwalks are especially useful where trails traverse large areas with year-round standing water.Elsewhere,trails may cross small areas that are only intermittently wet or have saturated soils without deep standing water.If a small wet area cannot,or should not,be drained,and trail relocation would be impractical,various types of rock trails will help stabilize the trail surface.Flat rocks set into mud no more than 2 feet apart provide dry and stable stepping stones.If a trail is to receive fairly heavy traffic,a more intensive use of rocks may be necessary.Rock treadways(illustrated in"Trail Construction"!Maintenance section)are created with large flat rocks laid side by side. If flat rock is not available,rock boxes can be tit F:it , ROCK constructed as log frames filled with rock.Boxes 30X „ only need to be high enough to allow the trail to pass over a wet spot.If possible,spread soil as a fill • .•n ‘1``^ material before rock placement.Finally,if no rock is -Y-N *2Irr available,drainage ditches can be dug along the side � of the trail through the wet spot.Soil dug from the • 'y a ditches is spread in the center of the trail to raise the 'd - l •iffy� . .f� �.� „s/ tread out of the wet zone and create a"turnpike"in '` 1 �/ '1 "',�,�-'� •. °• trail lingo. Another simple crossing for saturated,but not (Courtesy of the Appalachian Mountain Club) regularly flooded,wetlands is a"bog bridge", consisting of logs extended end to end across the wet area.Logs should be topped or split to provide a flat walking surface and can lay flat on the ground or be mounted on notched mud sills.The crossings may be one or two logs wide.They do not require handrails since the tread is barely above the ground surface.Life expectancy may be 7 to 10 years with softwoods such as pine or cypress,and shorter with most hardwoods. • Maintenance As with other parts of the trail system,all bridges and crossings should be checked at least annually;more frequent evaluation of bridges is recommended.Many of these structures represent the greatest safety hazard on a trail,and careful inspection and maintenance are essential.All connections should be checked for tightness.Lumber,planks and logs should be monitored for cracking or rot and must be replaced if there is any likelihood of the structural component failing in the near future.Periodic treatment of wood components with paint or preservatives every three to five years should substantially prolong the life of the structure.Steel beams, cables,or other hardware should be treated with rust-resistant paint. Other Trail Structures A variety of simple structures can add significantly to the enjoyment and use of your trail.Benches located at key resting points such as vista openings or nature study areas offer both rest and a chance to ponder the surroundings from a different perspective.On barrier free trails,benches should be located at approximately 150-foot intervals.Benches can have four posts for support,or be as simple as two posts with a log rail connected to the top of each post.Posts should be well buried for support and security. Railings have been mentioned for bridges and other crossings,but they should also be considered where trails are adjacent to possible hazards such as the edge of streams,steep sinkholes or pits,or cliff overlooks(which are rare,but not absent,in Florida). Railings can also provide a partial barrier for protecting endangered plants or portions of the trail that you might be rehabilitating.Most rails should be 30 to 36 inches high and secured to deeply buried,pressure-treated posts. Stiles come in many acceptable designs,all with the purpose of allowing hikers to cross over,or walk through,a fence without breaking it or defeating its purpose.A ladder stile(See Illustration)consists of two vertical posts along the fence line(usually a wire fence),with steps nailed to the posts on both sides of the fence.A step stile resembles two ladders leaning against each other at the top of the fence.Rail stiles are triangular ladders leaning against fence posts with the widest step at the bottom.Different length posts or http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 ails,Bridges&Boardwalks Page 13 of 14 poles can also be partially buried along a fence to provide a series of "stepping stones"on both sides of a fence. Narrow openings in a fence,with two short fence sections forming a sharply-angled V at the opening,will allow hikers to walk through the sharp V at the opening while preventing animals from doing the same. (See Illustration) Trails can be marked with both signs and blazes to assist hikers following the trail or using it for nature study.Signs should generally be placed on pressure-treated posts and backs,and not nailed to trees.Signs can be created by routing and painting lumber such as redwood,or by printing information on material that is waterproofed with plastic,lacquer or other laminates.Large signs,such as at a trail entrance,are often mounted vertically between two posts.Other locations for signs include warnings near features that might be safety hazards,such as sinkholes and road crossings,and trail junctions(to identify trail destinations and distances). On more primitive(less developed)trails,tree blazes are often used to clearly identify trail location.Blazes should be the same size and color throughout the trail,although colors may be varied for different trails within a larger trail system.Rectangles,approximately 2 x 6 inches are scraped on the bark of live,trail-side trees and painted with oil-based or other boundary marking paints.Place blazes on both sides of the tree at eye level.The distance between blazes depends on the nature of the trail.A good rule of thumb is that hikers should never walk more than 100 paces without being able to see a blaze in front of,or behind,them.Another is that as a hiker passes one blaze the next blaze should be in view. Costs Cost estimates for construction and maintenance of trails and associated structures are influenced by the level of improvement,site characteristics,and source of labor to cany out the work.For simple nature trails,the major cost may be just the landowner's time for clearing.On the other hand,bridge and boardwalk construction may require many hours of hired labor plus materials. Under the Stewardship Incentive Program,the SIP 9 practice(Forest Recreation Enhancement)currently provides cost sharing for 50% of actual trail,boardwalk or foot bridge construction costs,with a maximum of$0.50 per linear foot for trail construction and$5.00 per linear foot for boardwalks.Distances are measured with a fiberglass or metal tape,measuring wheel or hip chain.Pacing is not an acceptable measuring technique.Cost sharing is authorized for: 1)clearing vegetation for trails,boardwalks,scenic vistas,access to perennial bodies of water and semi-open areas for recreation;and 2)constructing boardwalks in wetland areas or small foot bridges across streams.It is not authorized for routine maintenance of trails,nor for construction or maintenance of other recreational facilities or structures.To be eligible for cost sharing,trails must be constructed according to a forest stewardship management plan for the property,and must be maintained for a minimum of 10 years following installation.Other requirements for receiving cost shares were described in the sections on standards and procedures for trail clearing and construction. Legal Considerations Planning for recreational opportunities on private land usually includes questions about landowner liability for trail-user accidents.The following comments were extracted from the Appalachian Mountain Club Field Guide to Trail Building and Maintenance.They provide important information on certain legal considerations,but are not a substitute for counsel with an attorney concerning each individual situation. Many questions about liability center on the concept of negligence,which is partially defined as the failure to prevent hazardous conditions or to warn visitors of hazardous conditions.Recreational users of private land generally fall into three legal categories,with landowners having different obligations for each category."Trespassers"enter someone's property without invitation,and often in disregard for posted signs.The landowner has no legal duty toward these users,with the possible exception of young children. "Licensees"have been granted permission to use another person's property,but with no benefit of use going to the owner.Many hikers fit into this category when no entrance fees or other benefits are collected.For this category of user,the landowner should warn about unseen hazards,but has no obligation to warn of obvious hazards.A landowner receives a benefit(such as an entrance fee)from "invitees",although this category has also been interpreted to include situations in which land is just open for public use.Landowner responsibilities are much greater for invitees than for the other two user categories.Users must be protected against both known hazards and those that might be discovered during inspection of the land.Many states,including Florida,limit the liability of owners who open trails for public use without collecting fees in an attempt to maintain hikers in the"licensee"category,and to keep landowner liability insurance rates reasonable(ie,Florida Annotated Statute 375.251). In Closing Trails represent the landowner's main routes for recreational activities such as walking,sightseeing,horseback riding and bicycling. They provide access to,and through,forest land and other natural resources.They play an important role in protecting and preserving http://aris.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 ,ils,Bridges&Boardwalks Page 14 of 14 soil,water,plant and animal resources.They can be the source of endless hours of enjoyment and relaxation.Plan your trails wisely, construct them carefully,and then ENJOY them to the fullest. References Florida Trail Association,Inc. 1991.Trail Manual of the Florida Trail.69 p.FTA,P.O.Box 13708,Gainesville,FL 32604. Hooper,Lennon. 1983.National Park Service Trails Management Handbook.U.S.Dept.Interior.53 p. Larsen,D.M.and W.R.Miles.Nature Trails.Agricultural Extension Service,Univ.of Minn.Extension Bulletin#368. 15 p. • Proudman,R.D.and R.Rajala. 1981.AMC Field Guide to Trail Building and Maintenance,2nd Ed.Appalachian Mountain Club. Boston.286 p. Tennessee Division of Parks and Recreation. 1992.Recreation Trails Manual.Tennessee Dept.of Environment and Conservation.22 p• U.S.D.A.Forest Service. 1991.Trails Management Handbook.Forest Service Handbook FSH 2309.18. [TOP] [Extension Publications] 1 Associate Extension Scientist and Graduate Assistant,Department of Forestry,University of Florida,Gainesville,32611. Florida Cooperative Extension Service*Institute of Food and Agricultural Sciences*University of Florida,Gainesville*John T.Woeste,Dean ,•, P. UNIVERSITY OF •�,�,. FLORIDA Cooperative Extension Service Institute of Food and Agricultural Sciences http://aril.sfrc.ufl.edu/Extension/pubtxt/for5.htm 06/13/2001 ....... .. . 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I �NO1Vt fYE m ltl %-. \ '1 I - 6.�� _'-...':::i::::.;.: 33.64' 40.00' _ _I V5 z-. � 1..1., sg : m , ,a; i ::Nppg5.3'7.:,:7.3.54•If. n 15'B; 0v-r - - j-y. .-_-__-____-_____. - ' N 001638 W s- m•maOB' < < ��[,:; . . �00. 39.ar •>W 7 4.eo o LFr•• y L, $ I "L N0011'44'W ��20a0y,-.. ?+0 1' \? � ��:^et� � UNE TABLE WRVS TABLE .(, 0',$, 'r?� JI•,�-•^^•-1g. '�' -INE-NO DIRECTION LENGTH CURVE NO.RADIUS LENGTH TANGENT DELTA Ir 0.... i AUV' •r I • 1 Ni@'43'21'E fa08 CI 65.00 278.19 38.85 289.48.03• 57 $y.Q:- • RES RV�D • N19'43'21"E 0.85 82 25.00 2395 12.99 5454'01' 40'29 E FUTURE DEVEL NT `1 ;,` N00'x513'W 16.01 C3 25.00 25.67 14.09 58.49'33' I I,I�,� • 9g.Fl,�' ". 4 N5000'11'W 31.51 04 225.88 48.38 24.28 1210'19' '1 --� .:.:. N1215.55"E 6.29 CS 179.00 43.77 21.99 1400'35" j. r .- N 00.2513.p' ',124.09' `s.1 :: N3e11'39'E 27.26 C6 25.00 38.27 24.02 8T42'25' 1�`, �,3A�'"y e 1 • I :>3 N0221'31'E 24.47 C7 25.00 40.27 26.02 @217J5' ..•Y6j? ?: :: 1 N177YS8'E 26.28 CS 29.00 46.81 30.08 9205'OB' \ ,,, uS j _ as :- I N13'54'41'E 31.72 CIO 2100 1109 6.70 3000'00' O I d :U' I,yi 1 so721'o9'w z1.48 CII '25.00 13.09 6.70 3000'00- -1- \ -, i 'A I 541.45'41'W 13.67 012 28.00 13.09 6.70 3000.00' I 1n I I g - + N0V4T'x2'E zs.ez C13 10.00 5.24 2.68 3o00a0' I �$ ci Q I •� 3e 1 N1607'10'E 30.01 CI4 71.00 4.83 2.42 354'03' I f .d `\/=i'Oj' h c1 1 N4I16'59"E 38.31 C15 71.00 24.00 12.11 1821'S5' I,/Ir /'a "I _ :a: n 1 N1T46'24'E 30.84 C16 71.00 19.93 9.64 16'47T9' U . ' k K N5109'31'EIc- n r^7`i: 1 41.12 C17 71.00 19.93 IO.OJ 1604'S8• 30.19 C18 71.00 20.64 10.49 16'48•SS' O o::,z 1 f142.43'o9•E, > l'' ,T.- W I I �`�•;( 2 N0359'26'E 34.70 C19 71.00 20.42 10.28 1828'S6' / '. 1/'•••21 21 No3.63'41•E• 2a87 830 71.00 4.52 2.28 379.01' `1 22 N19.43'21'E 25.57 C21 50.00 80.38 51.85 9205'08• ��a 023 55.00 94.88 6396 C24 5100� 16.95 re :' �� .�• w 825 55.00 46.06 24.48 4759.16' I Q _ I t `. c26 55.00 Ba31 3359 6249'21" I TRACT "A"/ L!: • 827 55.00 40.66 21.31 42R1.27' 6 0AVE. WETLAN,D' -' UNION YE N.E. ��G�op..WA ,.21.98 12'32.34• I 22707 Sot :a eK4 i Jv RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE Iff14,--.1,),31A111 PRELIMINARY PLAT MAP filed for record this day of 19 at M This Plat correctly represents a survey A merican Enelnnn • RI9nn.r • sun.yon 4 �.• . THE VINEYARDS made by me or under my direction in E n in eerie 0402145N A.N.E. l <r\;:!=�1^% ' in book of at page at the request of conformance with state and county statutes 9 9 • R.ammq WA oeosz tT. '•'"yt• In 19 Corporation ,,. .,;. ''''''�'' • DWN. BY DATE JOB NO. SURVEYOR'S NAME pW:; ..,..,""-'-µ'•r j: o.� ''_'�_'__-__ &- ,yyy(((,���e 4�' =• LC. 3-19-01 9838 ireONE(423)681-7430 Fs,(425)981-7731-�•- -m- -,••'';•_'��•• 1,�_e./ CHKD. BY SCALE SHEET Mgr. Supt. of Records Certificate No. �/ MEAD-GILLMAN 1"=40' 2 OF 3 a ® CITY OF APPROVALS: RECORDING�IO. VOL./PAGE • won RENTON DEPT. OF DEVELOPMENT&ENVIRONMENTAL SERVICES DEPARTMENT OF ASSESSMENTS • Examined and approved this_day of TB__ Examined and approved this—day of _-19 _ PLAT NO. PORTION OF Manager,Building es Land Development Division Assessor SEC. 10, TWP. 23 N., RGE. 5 E., W.M. DEDICATION Examined end approved this—day of TN_ Deputy Ammer OWNER: KNOW ALL PEOPLE BY THESE PRESENTS that we,the undersigned owners Development Engineer Account Number of Interest In the land hereby short subdivided,hereby declare this BOB WENZL/BELMONT HOMES short plat to be the graphic representation of the short aubdivialon P.O.BOX 2401 m de hereby,and do hereby dedicate to the use of the the PROJECT INFORMATION: PROJECT ENGINEER: KIRKLAND,WA. 98083-2401 Al streets and avenues not shown as private hereon and dedicate the tee thereof far at public purposes not Inconsistent with the use PHONE#(206)714-6707 hereof for public highway purposes,and also the right to make all DETENTION OF STORMWATER: VAULT necessary elope.for cuts and fits upon the lots shown thereon in the AMERICAN ENGINEERING CORPORATION original reasonable grading of sold streets and avenues,and further 4032 148TH AVE.N.E. NOTES: dedicate to the use of the public all the easement.and tracts shove REDMOND,WA 98052 on this short plat far all nubile purposes as indicated thereon,in- TREATMENT FOR WATER QUALITY: WEIVAULT eluding but not limited to parks,open space,utilities and drainage (425)881-7430 (425)881-7731 FAX 1. EQUIPMENT&PROCEDURES: A TOPCON GTS-303 unless ouch easements or tracts are spedflcally Identified on thle FIRE DISTRICT: CITY OF RENTON,FIRE DEPTPARTMENT PROJECT CONTACT: CHERYL GIRARD TOTAL STATION WAS USED FOR THIS FIELD short plat as being dedicated or conveyed to a person or entity other GAS: PUGET SOUND ENERGY SERVICES TRAVERSE SURVEY.ACCURACY MEETS OR EXCEEDS than the public,In which caeo we do hereby dedicate such streets, ELECTRICITY: PUGET SOUND ENERGY SERVICES caaementa,or tracts to the person or entity identified and for the SEWER: CITY OF RENTON LAND SURVEYOR _ W.A.C.332-130-090. purpose elated. WATER: CITY OF RENTON Further,the undereigned owners of the land hereby short 2. THE INFORMATION DEPICTED ON THIS MAP subdivided waive for themselves their helm and assign.and any MEAD GILLMAN &ASSOCIATES REPRESENTS THE RESULTS OF A SURVEY MADE person or entity deriving title torn the undersigned,any and all .P.O.BOX 386 ON THE DATE INDICATED AND CAN ONLY BE CON- dolms for damages agelnst the City of Renton,Its successors and anions LEGAL DESCRIPTION: which may be occasioned by the estebllshment,conetructlon,or main- WOODINVILLE,WA.98072 SIDERED AS INDICATING THE GENERAL CONDITION tenanee of road.and/or drainage systems within this short subdivision (425)486-1252 EXISTING AT THAT TIME. other than dolma resulting from inadequate maintenance by City of EAPrsr & Renton. THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF 3. THIS MAP DOES NOT ATTEMPT TO SHOW ALL Further,the undersigned owners of the land hereby short OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER EASEMENTS OF RECORD. and.hcidd a agree far themselves,antan,lie they halm and assigns to Indemnify W SECTION 10.TOWNSHIP 23 NORTH,RANGE 3 EAST,YALLMIETIE MERIDIAN,IN MO COUNTY, and hold the Cityn of Rcost. Its efe e ola and beepers,harmless from any WASMNG70N; damage, is h any caste of defense,ve caused by alter within or without this short subdivision to hove bean mused by alterations of EXCEPT THE EAST 30 FEET AND THE SOUTH 15 FEET THEREOF; the ground surface,vegetation,drainage,or aurfea.or sub-surface TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 16 FEET OF THE WEST 650 FEET PROJECT DENSITY: water flaws within this short subdivision or by establishment.inn- OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF atruction or maintenance of the roods within thls short eubdivlclon. - SECTION 10,TOWNSHIP 23 NORTH.RANGE 5 EAST,WILLAMETTE MERIDIAN,IN TONG COUNTY, TOTAL PROJECT AREA= 316,728 SF Provided,this waiver and Indemnification.hell not be construed as WASHINGTON. releasing the City of Renton,Its successors or assign%from liability for SUBTRACT ONSITE CLASS 2 WETLANDS AND 50 FOOT BUFFER-55,169 SF damages,Including the east of defense,resulting is whde or In part PARCEL B: SUBTRACT PROPOSED PUBLIC ROADS— 58,492 SF from the negligence of the City of Renton,Its suec.eeurs,or assigns. DEVELOPABLE AREA REMAINING= 205,067 SF= 4.7 ACRES This subdivision,dedication,waiver of claims and cerement to THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST g PROPERTY ZONED R10 APPLIED TO 4.7 ACRES YEILDS 47 LOTS POSSIBLE held harmless Is made with the free consent and In accordance with the QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, desires of said owners. WILL AMETTE MERIDIAN,IN KING COUNTY,WASHINGTON; 42 LOTS ARE PROPOSED WITHIN THE PROPOSED PLAT EXCEPT THE SOUTH 120 FEET THEREOF: AT AN AVERAGE OF 4,622 Sq.Ft.LOT SIZE EXIN WITNESS WHEREOF we net our hands and soda. AND THEPT EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. BENCHMARKS: Name - --- None vAarn.a ORIGINAL BM:CITY OF RENTON#1937- SCRIBED•X"IN BACK OF CONC. THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE WALK MARKED'ESM 1411'. NORTH SIDE OF N.E.4T1-1 ST. Name None SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 3 EAST,N.M. AT WEST BOUNDARY OF WINDSOR APTS. IN KING COUNTY,WASHING'T010 ELEVATIONao403.72' Nome Name EXCEPT THE WEST 153 FEET THEREOF. TBM#1: SCRIBED SQUARE AT SE CORNER CONC.RETAINING WALL. State of Washington PARCEL 0, ELEVATION=397.91' County of King TBM 2: 60d NAIL IN S.FACE POWER POLE. 40.*N. OF IBM I certify that I know or have aalbfactory evidence that THE ERTO H FEET TOFH THE NORTH HALF DOFE THE SOUTHWEST IP QUARTER OF THE NORTHWESTEA # QUARTERLAIAEE THE SOUTHWEST QUARTER COUNTY, WASHINGTON.SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, ELEVAlI0No398.98' ei nod thlea InsWmset and aeknoeled eel Il to be hla free and EXCEPT T MERIDIAN,W ET t COUOF; gg g ( /t+•r1 EXCEPT THE WEST 330 FEET THEREOF; wlurtary act for the uses and purposes mantlaned m the Instrument. MERIDIAN: f ALSOFTHAT PORTION THE EASTF E FEET THE NORTH HALF OF THE SOUTHWEST QUARTER Notary P of THE NORTHWEST TH QUARTER OF THE SOUTHWESTAIDSUBDIVISION QUARTER OF SAID SECTION RTH 10, OFLYINGA KCAS(PER VOLT OF THE ORCHARDS Sated Public SOUTHERLYRIBEDOF THE NORTH 124 FEET OF SAID SUBDINSION AND LINO NORTHERLY OF A LINE DIVISION 1,VOL 78,PGS.76-82) Ogled DESCRIBED AS FOLLOWS My appointment expires BEONIUNG AT THE SOUTHWEST CORNER OF SAID SECTION 10;• DATUM: THENCE NORTH 1650.00 FEET; I THENCE EAST 660 FEET' INCAVD 88(CITY OF RENTON) I County of King THENCE WEST 252 FEET,MORE OR LESS.TO E WEST LINE OF THE EAST 232 FEET OF CONTOUR INTERVAL- 2' State of Washington THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LNE: .1 I certify that I knee or hove satisfactory evidence that SAID SUBDMSION AND THE TERMINUS OF SAID UNE. 11 signed this Instrument and acknowledged it to bo(his/her)free and EM U-EL SITE LOCATION vd untory act for the uses and purposes mentioned in the Instrument. THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER X Signature of OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 23 NORTH,RANGE 5 EAST, Notary Public fc ___ - _ WILLAMETTE MERIDIAN,IN KING COUNTY.WASHINGTON,LYING WITHIN THE FOLLOWING Dated DESCRIBED PRF1/15E5: Neu My appointment expire. - BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10;' THENCE NORTH 1650 FEET TO THE TRUE POINT OF BEGNNINO; •,-1 1 F / 1HENCE NORTH 75 fET; State of Washington THENCE WEST 252 FEET; County of King THENCE SOUTH 159 FEET; ME RENTON I certify that I knew or have *Aden., EAST 7 ETT lactary aviden that THENCE WEST 408 FEET TO E WEST LINE OF SAID SECTION; • THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINNING; •... ` Signed this Instrument and acknowledged it to be(his/her)free and ` / lal voluntary act for the uses and purposes mentioned In the Instrument. EXCEPT THE WEST 30 FEET FOR ROAD. Ap�Tment, p F. CO •n Signature of 'ME NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HA F OF THE SOUTHWEST VICINITY MAP a�V�11 Notary Public__ Salad QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, \ TOWNSHIP 23 NORTH,RANGE 5 EASE WILLAYETIE MERIDIAN,IN KING COUNTY WASHWCTON: My appointmant expires EXCEPT THE EAST 30 FEET FOR ROAD PURPOSES. N.T.S. O - ' III RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE °'^ g� PRELIMINARY PLAT MAP filed for record this day of 19 at M This Plot correctly represents a survey made by American Engle••.. • Plena. • Surveyor ,g THE VINEYARDS me or under my direction In conformance with the Engineering R.aWntawW oeoei ,4•• or In book of at page at the request ofC OrPOratlon leis requirements the appropriate State and County sL b • Statute and Ordinance In 79 -- `— :-_ .` = �= _ _ +i nu• _ DWN. BY DATE JOB NO. nea+C Gee)en-too Fa,(ae)n+TiaH -- :Jam- LC. 3-19-01 9838 W.rwu 5/191 0/ CHKD. BY SCALE SHEET r� J` .r: Mgr. Supt. of Records Certificate No. �2J �. EAD-cGILLMAN NO SCALE 1 OF 3 as i. a 4 re orr- RECORDING NO. VOL./PAGE etria CITY OF RENTON SCALE: 1"=40' PLAT NO. 0 40 80 120 180 200 240 PORTION OF yI SEC. 10, TWP 23 N., RGE 5 E., W.M. ! 1 I , - J �Gtl\P i -•Ile. \9"- 'l\L-. 587'591'047 t J • � I I I / - _ -1s ACCESS EASEMENT 1 f t`'---- r"'g� �- c7-' vt7a �_. i' ._ .:�.....,.. . I - / _5 1 NII 11'J w 340 A/ �. ! 1 I I�'I 1 / \ , �I - '� 8� - - - : - I�� -r1- N8739'04'E g °hN_E.Bth - 17 , J �:• P g n TA-10) �01 4 �) ��jd(`-/1�+.-s��o esei - 1 I1 - _ R STREET •a J •.•• ,I I ' r/ 1 (--I (((kyyy �"•F )Y 1"'f 6� B I \ ( • V F F, }s�D J4t'C 40��f /.� �i/ �'1 /1 ..� O N . 'I .:.;;e:...., l _ __ ..- I I / /--tl'i�.�i.,- /��♦ I \ ..ten• D D 1d`. \•�,0 ri5.y/ �''$1-0 S,�Jt2'4. • to 16"Lt'.i :N6T59�f' `:.: --' , �' I Z/ I / % %1S,-6-r / 1 \- r �'-.)TA•I13 �'ii•1XDP-2I 0 m �. t6'�Jyg�59''V �I I 'i n' 79:08_F�� Y p f J TA- g 1 I +•�• b •°'C•'r _ @• iK..I ��;-.L - I O - • I.. 'v / /4 II 'rn �"- lV B'It'JI71�.:� .I .O.r-; fism L ,4VTIO /� 1 I I1bH • T 81.80' 16 c,:j , . oII o i _ 1,-, ICO1mII 1 n.• -7' TA-12 I I I t •� pt�':i • I _ __ ,jh.J' I / I I' r d tu'e 14 f - '/ r J° I\f 80.00•.1 - •• E / I!-�/ \ 1� t: f ir II I---7-"8 31 { a I < 1 1 Lcr $ .1\-4 I �{II I I -1 I �. � � �/ S 1,t �r8 F ,- ' -` � � 4 f 'SY \ • 'Ri let i2q'i•,( -�J 1r i.`- _ NB_9�4Y21'E-- / / 1 \-� �� ^_ TA-4 �'1,1 02 - 13127 - f0 r PARS `N wF/1 40. r i= t -I linca +tiaa.�a ta�c[a�Cd T\a�!tt'?x-Y)- T'� -•- ` ---_- I � :6-L�{.�Iy�) 1 mirm �.• ;:: COI J BM 2 4. .- - _. - '•JrT,'r.� Q' '� �. f._11r • ll - 40.0011 WP 1 N 1� I r - --� i I- -1.---,..,;,---; --t se -1` a,,ryy A tfa 1 I 0 I I t 1 I t " -I 4E-I- HOUSE / V'a �_-__I I I .W % f' I/ 1• 1 I E%IS. .TR T1RE5 % DP-4 / FtDusE s5o I sso I TO= RaovEo �7r>4yL.s I ( \ ,o6i • / >� ° rec,.., IIIM1I ' 1I .I I • I7\iif I IFF.3g9.1I Iy I 7TP.3 II ATI°NS `e J �� S• 11 1 ( L _ 1 i9 E izI Y I i33 z yyyy� Y\ I\ 1" TA;A+•1to / . ll m •?.4 3 J 1 1>@1 .,1 I g J 1 I2 N t ,Z _• Y�•^- (11 'y 8 TA 5q �'fc •�' •I3 V I :I` pp I (r1JI� ��n N m ilk. m 3 y��D\m f^. JI T•(��.._''^3.-7A-4A '+'�'\ y�t�--TA-7A' I f ,/ • 'y" RY.. ,1.: hi: .uI tg Y 8I - YI� Im 4 PIffi•3, I }" ,�3� \ r: -v y�0 Irl3f.-C;Y -��. \ , r 1 , •(m q.. ml'' �l�\'�� �� 7A ��TA-11 ` / 1_'ll¢v1 2r F I3 I r� 0Y n{ r I ;,^ � IO" �/I � I TA-2? �r t1 $ �, TAifi2A_•._._ / ` \ I 1 � '"1 DB} :� � !. '- � - � 24�F-L t i I - / ' T�,.9��r' .r5'w(•13A;' ,...� %l " yI I4 l Z4 Cw \ • F�F I LLC'Y I. • li•)�r 1(-�f-�9(-�Y -�i\ �2'I•r t'S:.@� I 4 ITS`BS�L "ETA-fAGGI 1, -IA�,4A ��- >:'-+ J i'. V `\ I'� 1 I 4NBB117'Jt'W'495.78' X )tI -_!l_' x"�c8' i �ql I `tye I ` I I 7 F GRAPHIC SCALE IP Jee 40U F r 20 0 20 40 80 J n ^ UNE TABLE °ip1 aJ '� „pg.,' O �1 I r� l i I . JNE-NO DIRECTON LENGTH A 1 INCH-40 P[. ff , N1913'21'E 19.08 CURVE TABLE CURVE TABLE 1 ( A; 2 N19'43'21'E CURVE NO.RADIUS LENGTH TANGENT DELTA C20 71.00 4.52 2.26 339.01' 3 59025.13'W 10.01 CI 55.00 279.19 J&65 2@0'48'OJ' C21 50.00 60.J8 51.BS 82'OS'OB' I4 5 .N50VV71'W 31.51 C2 25.00 23.95 12.09 5434'01" 023 55.00 94.86 63.95 98'38'22' 6 N1275'S5'E 6.29 03 28.00 25.67 14.9 58'49'33'6'1 - C24 55,00 38.50 18.95 38131'36' 8 93811'39-E 27.26 04 225.66 48.38 24.28 1219' - _a25 55.00 48.00 _24.48 4739'18' ��5X 9 N0221'J1'E 24.47 05 179.00 43.77 21.99 14.00'35" 026 55.00 80.31_ 1159 62'49'21" \J b 10 N173Y58'E, 26.28 GC" _25.00 38.27 24.02 8r4Y25' ___°27 55.0° 4°.66 21.31 4221'27 �/ I f'nv 11 N1254'41'E 31.72 - -C7 25.00 40.27 28,02 921Y35" C28 200.00 47.78 21.98 7232'J4' I® _ NE 5th ST. 12 s0721.09'w 21.48 CO 29.00 46.81 30.08 9205.08• .‹...!.....P. I4 13 541'45'41'W 13.67 CIO 25.00 13.09 8.70 30'00.00' • Ay 'V� r I O 14 N51'41.22'E 29.82 C11 25.00 13.09 6.70 3500'00' - I`O.."''',0�v 15 N18'0Y10'E 30.01 C12 25.00 13.09 8.70 30'01190, ) -r"/.s 16 N4118'S9'E 38.31 C13 10.00 5.24 2.68, 3000'00' i ..•� 1 I 17 N37.46.29'E 30.84 014 71.00 4.83 2.4 334'03- ,r ,V�J 18 N51V9'3,'E 41.12 C15 71.00 24.00 12.11 19'2,'S5' 1 ..,..,Wks. 10 N4343.09'E 30.19 CIB 71.00 10.56 9.84 76YY19' 1Pr".1'K-'n^.- I I I r 20 N0359'26'E 34.70 C17 71.00 19.93 10.03 1804'58' yr �`ti;;�'.t.s-"" 21 NO3'53'41'E 28.87 C18 71.00 20.84 10.49 16'48'55' j. '.Av' d 22 N19'43.21"E 25.57 C19 71.00 20.42 10.28 1828'56' �\c^.::ct.:r" - n • Zo/iI o RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE ,;,,,- .�_ PRELIMINARY PLAT MAP ,am• filed for record this day of 19 at M This Plat correct) re resents a survey '/:•F,'':�-/.•,,,,?Ts. made by me or under my direction In /lmerican Engineers • Plann•n • Surveyors Vail ,t_',t: •(; , THE VINEYARDS In book of of page at the request of conformance with state and county statutes Engineering RMm 4537 141811WA 9605] 1 •l + In 19 Corporation Ake; 1 . ,....-./,..:".," DWN. BY DATE JOB NO. .t, ,. ...5:••suxLet11r2Rl .dta. t'1.Y` 1 -'2 LC. 3-19-01 9838 SURVEYOR'S NAME "" ( ' cxo9e(425)581-7430 re.(425)8e1-7131 Q.. • • ' CHKD. BY SCALE SHEET Mgr. Supt. of Records _ Certificate No. . •- '/ MEAD-GILLMAN 1"-40' 3 OF 3 • t maw �° +,-•o' "�„�" A�® CITY OF THE VINEYARDS SUBDIVISION ®J_21-b1 .�ilk IlN RENTON BELMONT HOMES 1=.� p,„,,/°vc,oreg/PuNk wc.a ENPI• TOPOGRAPHY MAP 1 o_ P No. REVISION D/ DATE APPR -•e` - d� EXISTING SITE CONDITIONS & OM> A c I I°(1 I 711E ORCHARDS DIV.1. ^>> 1 i'cull s.�,e tio' - ,4.-- I-s— ,) '34/ :l•l'L !A...• ti ! F i I I I , 'n\g•ev • 1 .... 1,;,.--ii,iw • ® it� it - j mt�l \, E. 4 j' 1yy.. 1 ->0 6,1 i �'c' r .r.'� IRE.6th Pl. II 1 I / , I cl \\' i,( -, I,. "` PA1RCEL,t g r'3 I I r ''.-� v'° r% 1 j '`I2'°'R I ARCEL;-,F�- ,..../ II' .4,,.= ri 1 \ �/'o' / 1/ Ii°'' , TV.s nns y 1 \ T V i '7 \I 1 I Imo' I 1'11.. I i'--Y-'�cG 1- —.--.�.—_ O I I ,Z.. I / I I I O • o I V / Iz I I / / ; PARCEL B . 1 l LC°7 L bR „�I„ °,1 IR $ I ' -/ ' i / 1 %'♦ S • s. \ I I_ I o 15E Ib ARCEL A nl • ;! sp PP a °° v/ ,rn 1 1 I I /B j .Q °�, trr -/'----1� r,rwSar u,v • = — c=r:`:. . . NE6TH _,l l ii$ ®iI aJ� T \ T �O 0, _ a = \ O�:°•� TREET_ i ♦♦ r° / 1 s91Oau'.) Ie _: , ^'n�_ • \`°C'- \ \ n. 1 / � �'� _7' 17I /1 a• /-. `` °6 R'y fa) ' Ye mrn �-T - 1 � II / ,T i/ 111 1°•r I I i I C�wv /i / /�''3- -_---- / i __'I' II F. ilil /�l^`i T I�r,-s ri v ' --- \\\\ I 1} ra* .Jr \♦\ `\ 4J'2p ` �J.• SIT ST.g k. : ., -_r • V- • .✓" / I 7 1 I rr--1 \ \, Imo+•-e �7 510 1 1 I g�I' ' I i='�_J x" .x rrlras,I7 A i tT3�♦` \`-`- • �-aao -- u-�,� �l,\y1 'd• \` I I I / 1 f ,I / N .' \t T�-Y `\6 _ �-T.s.'; .!09 : / g8. 7.70— 4I' 1 1 I Eves.s..a_- 91p III, wi aw¢vn Ar ]> 0 M 131 qu1® I iC" NE 5th ST. I m—gD re! II O Z m:.c2= E — Z '' -c 1 11 Z Z� I I I • z 5 .4.-, . Z x tp, tT 6 D m BARKER LANDSCAPE ARCc-1rrECrs,P.S. NARBECK WETLAND SANCTI •Ati►1514 NW 52nd Street Seattle,WA 98107 Snohomish Coun - T„(206)783-2870 CLIENT: The Watershed Co.& • `A`F. Snohomish County Airport ' <: , , Snohomish County Washington = ; %i V. The Narbeck Wetland Sanctuary's purpose is to educate visitors about wetland rid its-:-; .., 5) '>, it { environments by providing healthy Pacific Northwest wetland environments,native plant communities,and wildlife habitats.The site provides an interpretive viewing ,•,'. __ ,,,,,, �, ..,-t�F. shelter,connections to boardwalk trails and a wetland amphitheater outdoor class- , room,as well as a native plant nursery.Recycled materials are an important part of Y- i� L 11 t) , x � all site structures,to further educate visitors about the benefits of these environmen- i t y1, 5 tally friendly materials.A recycled concrete parking lot soaks excess runoff. '''- • 'f , , �t:+y ti� s 1 X inti Barker Landscape Architects provided site planning,parking lot design,boardwalk Lt., pis` ' •• ' •; trail design,a native planting plan,interpretive shelter,and restroom design and t� _ �µ construction documents. . - ' - t - -� . �' .� �,.}"-�= - _•`ter... r .P., 44. • , ;,ts�•r � as.se' . -` .._ -- - �• C' il t CYO :;yl • � - t ,ta'= ,'i 4^z Y x- Ae7'�f. r, • _ .�f•1, l�a .���..,`44,{'�•'�.�1f '+1y�+ •'�!'mow 'I, '1•• 1.�°• y�� . {r°'s't 5 t� ",�� _ - •"ter;,^ - Tr.,-..„.. ....., ,..-.Y •....,...,_— '.7,- ,, w"`"''` ,vim --� .x -';'' . Pr' ,.Y^ . y t'1 is ram'' . c ' . tom". ... �A+ • tr 8 4„z= yin p..a-w t y�°'<Y m ��sa r ' --�� :31a ..-_ $ ' .Y f fir., r i,,z •'z y'- # • - vz x a •�y'iE ' y-• 4 YA • -- , .1.2* V re,I .,P,p .f...ca'�lii° 44 a,, yY a w,. i• ,ram �• { • y. a-M! 'a gr++",� -"� s r' \ s F i{{�+%y} , y,— -b; ) 1 e[j` r .N �'.S;Munn. r:14:—` -..� k ,"sr`„'',•p - l t .` t 1'. i{ ;,:z7, ' , .(f., »,%:.,'41'..!ke4,4 W.•••-•••• 71'--t•iv':-1-11%=,:Pz1-4a7,:--,,-,• ,••. • 4 '•-•-•-!..4",:,''•) Abi S c*"7'i• s; 4 ' • .f a% Y3 �r (` 3'' k le k a'°° s r` � # r -'`' ti, • �`ry "t 0tia .6% 't'le -. s , %n J y,- ••,1, r_.. ,ti - if, - _y��& h '* r CC k a x � i�e yMnnr�'".:k l--'i':-t'4''.,,-1,'4.,,,.'--.'.•.3-gR.„,.*-i,4'•,';:k.-,.,:.,•1,,;,,,,,,,;'-`"!,-.,,'5,-'.:-.-.-*,t:7±.„,4„1-,,-',1-°•_'..",,,.'.,-,-4,4....;-1-47;4..,,,,,,-:',$,,-•',4'•:••. i r" ,i a , "•,: . , .: y ' >. ^.R.. s _ .' •+`y�� ' �•.� r ,erg .y 3 J ur M RED` \3 t , A r 2 --- -- - - MERCER SLOUGH MASTER PLAN, & NATURE PARK t ?rk BARKER LANDSCAPE ARCHITECTS,P.S. BELLEWE, WASHINGTON `♦, 1514 NW 52nd Street Seattle,WA 98107 ..206.783.2870 ° t r- P l�'ai '4. ';;41•t' 74tV• t` '1 J S .. Y Y J ^1.: 1 +A, % :1, t . • r} ,p -•-- vih v - . ' '4'°. 1;. • CLIENT: ' 'r° ' '•.' `r' ;.. -'h". Department of Parks&Recreation yj. ��4e"� / .ti Bellevue,Washington V t , 1 i;=' Mercer Slough Nature Park is a unique • �� .: '..;^'�:;•:,-. 320 acre wetland nature park. The park �� 3� yr . '' t is home to over 180 wildlife species ,”"'4 1 ; �.�`p�X '3 ,k, `�- •1w including bald eagle,great blue heron, ` 4f"1 4 .� k ,'v river otter three types of salmon, ,� '�� o rr, ,.fir ,1:-. catfish,perch,trout and bass to name a ' ` few. The park includes 12 mile trail/ t ., ' a r -k ;' boardwalk system,a 22,000 square foot. y ,p„ � a, Interpretive Center,working farms and c 4?:: Yrh ; r several wetland and wildlife ti ' ''I-1 - �' enhancement ponds. z -r•' Ica ,` John Barker Landscape Architects, P.S. ,. yr was Landscape Architect and Project Manager for the design and implementation of the trail system and " - wetland and wildlife enhancement ponds. As project manager,John was .4_,. " r • responsible for the overall construction 1,• - = - of these projects. n�. .. > --cs:...-..ice"`=-- +.:»�v-aa `` .. It\ ♦.' M\ , t.., J • t jaMi 4i].:+ 4 1' .- k st'f`•.-, r 1�\'{' ^'fir y'v! f .; '.3 .. - , .,k. , .Ay; mas- 1• ,;..t 1.1 `\ n. . f•,.• E+ r - / y tt-- yr.iS s,.- '". 1 . 1 4+ F'4_ 1R rs °Qa -,`,ter,,. ,. - .s. \ 1 i ,- 1 N s B 1 k -;,.'r1� ,3+�r t14�,r r J` .r i ` �4 •- ..-,: , ..:r.`_."--''_�'......17:,r"'r . to �. i 4 I'l Sk y -, y!}t - - ..:-.�.�s-n : 1:, w', 5� 1 r 1 i-! . ,'-'. _ �."`a '+Sx yam+ a.U�° +1-'S`...,"✓_ u, ti,?- rt+. T ';ri a-,.`, \r {\ti -- h k&T.-1 ?,4,,,+Fia 'b-. - , \!. F'`t'G i t.•• i 4 1• ,`k':.', i'- 1TT''by;h:P,.�.'%`'+��.^�i'4i'?�rt sv�E S..t.111.E 'efi;Y.S'S 1 f r. , tC b i..of, ;'��5�,.1:3 ,1_, t ,,..ate.?- ti \.ry .» .%.,Gd' l"�ia,-+33.,� w �,€Sti�i, ry _3'`F e K,,r{,; ,f• .,si .♦- 1-' I z 7n-,`. o- t t - _ -• - .- T n,. ! 'r �., i±. '" .:,. 1" -'� 7 ,.T,��:, ,,.4,.3r. .t' --k ;Y? ,�?f";`*"«*.z'�"' ia=�r,'.'3.. .•.;e3+-,,,,.,w-1 PIN FOUNDATIONS I N C Phone 253 858-8809, Fax 253 858-8607 . - 8607 58th Avenue Northwest, e-mail,' p 858- 809, ax t.com Gig Harbor, Washington 98332 MANUFACTURER'S INSTRUCTIONS .�,y=; ,` Diamond Piers ':1 :, f The following are basic instructions for the installation of standard Pin Foundation components. They may be varied for specific projects or unique applications. Installation Notes You will need: Diamond Piers with the corresponding number of Pins and Pin Note 1: Do not drive a Pin all the way down at once if this causes the Pier to be Caps,a shovel,automatic driving hammer with driving head,a sledge hammer,a pulled to one side. Continue to rotate around the Pier,driving the Pins in level,wood braces and stakes, a small power grinder or cut off saw,and a hammer increments,until the growing strength in the pile group is sufficient to allow final and nails.(Note:Most applications will not require the use of a grinder or cut off driving. If loss of plumb is not a problem,the Pin may be driven all the way one at saw) a time. Also,do not continue to hammer away at a Pin which is bouncing or rattling Step 1: At the first predetermined sighting point,dig a hole with a conical base against an impassable object if it causes the Pier to ride up the pile along the sleeve. which is approximately the shape of the base of the concrete pier and slightly larger Ensure that the pier will remain in place when encountering difficulties in the soil, than the pier itself to allow for adjustment. See Architect's or Engineer's and when following the steps in Note 2. specifications for the depth of the hole. Typically the pier should sit high enough so that attached wood is 6"above grade. However,this distance is not critical with Note 2: If a Pin meets substantial resistance in the soil before it has been driven pressure treated timbers,and accessibility to the upper ends of the driving sleeves its full length,it may be left in this partially driven position and cut off at the top of will govern depth. On sloping terrain,dig the hole deeper on the uphill side so that the pier sleeve,provided: 1)the pin will not drive more than an inch during a full 60 the concrete pier sits level. seconds of uninterrupted automatic hammering with a 90 lb.hammer,2)attempts to drive the pin with single sudden 10 lb.sledge hammer blows have been made,and Step 2: Position the concrete pier in the hole,and plumb and brace as necessary. 3)if after a 24 hr.period,attempts to redrive the Pin using both methods:.1)and 2) At this time the hole may be backfilled as a substitute for bracing,provided that no have been made. The pin should be cut clean with a rotary or reciprocating metal. further adjustments for plumb or centering will be required during or after the cutting blade,any burrs removed,and the top of the Pin coated with a cold " driving of the Pins. See Note 1. galvanizing compound immediately following the cutting operation. Step 3: Slide each of the Pins through the driving sleeves in the concrete pier and ' Note 3: If required by Architect's or Engineer's specifications,encircle the inside set them 10 to 12 inches into the soil with the sledge hammer. Then drive each Pin leading edge of the Caps with latex/silicon caulk before fitting them to the ends of alternately in increments with the automatic hammer,periodically checking for the Pins. Also,if mushrooming has caused the loss of Pin end galvanizing,the end plumb and centering. The upper end of the Pin Pile should be left just far enough may be treated before capping with a cold galvanizing compound,if specified. above the top of the pier sleeve so that the action of the driving head of the TemporaryProduct Storage automatic hammer does not damage the sleeve or pier.Do not attempt to drive the pins all the way down just with the sledge hammer. The piers are concrete and may To avoid the bulky white deposit known as"wet-storage stain,"all galvanized - crack if subjected to continued impact blows. products shipped in bundles,stacks,or cardboard cartons,should be protected from moisture until they are separated and put to use in exposed environments. If Step 4: Finish driving each Pin the last few inches with the sledge,being careful products are shipped wet,they must be separated and thoroughly dried before not to damage the precast pier or upper ends of the sleeves. The Pin should be restacking or rebundling. If indoor storage of the products is not possible,they must flush with the top of the sleeve,and any burrs or defects,caused during driving, be kept off the ground,covered with an opaque plastic or canvas tarpaulin covering, should be removed if they will make fitting the cap difficult. The Pin Cap should and the bundles or stacks slanted slightly to allow condensation to drain. (1) fit snugly over the end of the Pin,down into the bell end of the sleeve,and should 1. American Society for Metals,Metals Handbook Ninth Edition.Vol. I, be tapped tight with a finishing hammer. Caulk around the seam between the cap (USA, 1978),p. 169. and sleeve with a 50 year siliconized caulk. ®Copyright 1998,Pin Foundations Inc,AD Rights Reserved PIN FOUNDATIONS I N C . 8607 S8th Avenue Northwest, Phone 153 858-8809, Fax 153 858-8607 Gig Harbor, Washington 98331IMIIIIIIIIIIIIIII e-mail, pinfoundeharbornet.com SPECIFICATIONS Part 2 Products 2.01 Manufacturer A.Pin Foundations,Inc. 8607 58th Ave.NW,Gig Harbor,WA 98332 (206)858-8809 How to Specify 2.02 System Type AThis information has been developed to assist landscape architects,architects and engineers in lag Speed thru bolts andtt electroy Clip-Brackets/clips shallh r hot dipped brackgalvaets/clips steel with hot-dip galvanizedd or thru bolts galvanized lock washers. Typical brackets/clips to be A36, hot-rolled steel providing standard format specifications for specific projects. it is to be used only as a or stainless. guideline,and should be altered as appropriate to fit specific conditions or project design. B. Diamond Pier-Precast heads to be minimum 3500 psi concrete,six sack mix,3/8"aggregate,with Italicized language indicates information which will vary depending on the foundation product 6%air entrainment. Reinforcing to be#4 bar confining rings. Cast in place sleeves to be schedule 40, you choose. Please contact a Pin Foundations representative to review revisions for your UV resistant PVC. See 2.04 for connection style. application. 2.03 Pins/Capacity • A.All pins to be used in pairs. Capacity relative to length,diameter,and driving angle in site specific Part 1 GENERAL soils. All Pins to be schedule 80 galvanized steel,mitered or blunt driving end. Pins to be capped with 1.01 ScopelDescription black UV resistant ethyl propylene caps,sealed with 50 year siliconized latex caulk. A.The general conditions,alternates and addenda,applicable drawings and technical 2.04 ConnectionslPostslBeams specifications shall apply to all work under this section. A.Diamond Pier connection to be galvanized steel post base attached to pier with single 5/8"galvanized B.The CONTRACTOR shall furnish all materials,labor,equipment and incidentals as shown, anchor bolt or by embedment.Alternate connections-provide(4)#4 bar stub steel for connection to specified and required to install Pin Foundations. cylindrical site formed concrete riser,or provide(2) 1/2"galvanized steel anchor bolts spaced to receive C.Work includes preparing site and soil,furnishing,preparing foundation components, plate end of a galvanized steel riser. aligning,leveling, plumbing and installing foundation components,setting and driving foundation B.Pressure treated posts to have factory treated ends at soil contact. pins,locking pins and capping pins. C.Continuous grade Beam stringers to be connected at butts with Speed Pile Splicing Brackets. 1.02 Related Work 2.05 Superstructure A.Superstructure Construction A.See Section B. Wood treating/Feid Treating C. Load Testing Part 3 Execution 1.03 References/Standards 3.01 InspectionfTesting A.ASTM A 53-Pipe,Steel,Black and Hot dipped,Zinc-coated A.Contractor shall verify superstructure layout,spans and resulting loads for consistency with the B.ASTM A123-Zinc(hot-galvanized)coatings on Shaped Steel Products manufacturer's evaluated capacities or approved load test results,and report any inconsistencies to the C.ASTM A153-Zinc coating(hot-dip)on Steel Hardware owner's agent prior to installation. D.ASTM A276-Stainless Steel Shapes 3.02 Site prep E.ASTM,AC!and CRSI standards for precast concrete products A.Alteration of site soils or vegetation is to be kept to an extreme minimum to avoid erosion and the need F.ASTM D-1143-81-Standard Method for Pile Testing for re-vegetation. See Sections , for erosion control measures and revegetation. G.MSDS Pasminco#119(rev-1)12/14/1987-Zinc Material Safety Data Sheets B.Extreme care shall be taken to assure that no deleterious material such as galvanized coating 1.04 Delivery/Storage and Handling particles,siliconized caulk,or equipment lubricants be allowed to enter the surrounding site. A.Contractor shall verify upon delivery that all the proper materials have been received. C.Speed Pile top bracket or Diamond Pier capped pin ends to be accessible at grade or above. Do not B.Contractor shall protect the materials from damage. See Temporary Product Storage of grade or excavate site to provide level grade for system installation. See Superstructure Installation, Galvanized Components in Manufacturer's Installation instructions. Section . C.Contractor shall review MSDS documents and maintain a copy on site at all times. 3.04 Equipment/Installation 1.05 Submittals A.Foundation system to be installed with hand-carried/hand-held tools only. A.Latest edition of Manufacturer's Installation instructions. B.Pins to be full length as specified before driving. No coupled or welded pins are to be used. B.Samples of all foundation products to be used in the work in this section C.Follow Manufacture's Installation Instructions for Bracket attachment or Pier Placement and Pin C.Stamped shop drawings of foundation system details and connections to superstructure. Driving. Pins to be driven with 60#or 90#electric or pneumatic jackhammer. Pins may be"set"the first (For bidder designed foundation support.) foot of length or driven the final 2"with a sledge hammer,if pin end damage is minimized or removed .D.Manufacturer's geotechnical evaluation of foundation system load capacities for this project. before capping. 1.06 Quality Assurance/Testing D.Pins may be cut off in a partially driven position if it they meet substantial resistance in the soil.Refer A.Soil testing and outside inspection or vendor supervision will be paid for by the owner. to specific Manufacturer's Installation Instruction procedures for establishing proper conditions before B. The Contractor shall provide all necessary equipment and personnel to perform and monitor cutting any pins. pile load tests. 0 Copyright 1998,Pin Foundations inc,All Rights Reserved . . ___:•. .....„.• • . • k • . . . 8607 58tb Avenue Northwest, P I N FOUNDATIONS I N C Phone 106 858-8809, Fax 206 858-8607 . Gig Harbor, Washington 98332 a-mail, pinfoxndlbarbornet.com Timber Connection Details-Speed Pile/Butterfly Systems • The following details have been reduced,and are not at the scales indicated. They are suggestive only and should be revised for each specific project. µxS nJ I tfnuli3rsUus= ( i r'ct I'f ill --fr. seal r�JOrtr • $tourL I, s arai tweet i{� .sv� " '� 3,(,AwJaN I 41 ".' -54"›. C1-"si 1 Via= �1 I .it ) '•ZAasr� 1. il, I ewiMni• I �:I 1i'�1 --: — -- 1 ?• • ____ ,-.---:.----.t /, • '1 J `I11d. Yse vex-`�.-Y4-1-r --- __ •'a — - — 54CD�eD So �t 1r Ilf' :W-e- '1 '''' v•,• .•"�W[rli:,i ',..,ly SO..:A11S�> .��� 1 lto. lk 1 1N1y 1 ., auf 1. /� / = -, �.p! /d,..'.,•r, it ! •itT Uket.) , ' �[1h1 J{9Fya.� �:�'Ic l W'5V, Ira, nerAey ♦..1 I'•i•c' t!f' tc.,�r~•n cm) L.J I.1'•0 710(fry) I`-o • BRACKET CONNECTION TO POST SPLICING BRACKET @ GRADE BEAM SECTION-POSTGRADE BEAM wit:'arctUt.64Cf4cestr f}caxtr2tJ j g1.°' Grb boss te,AL, �t1 firs (fk� fie AP?5JJS5sNI. \C44'''''4) S�rxuxl 4IH�rxl Utz erica. —� r4 /�qp triestvmr- 4i1nC I ,1 t�W! \ Pfs, rm 2i11 ' . -Ssx.W e teAroo-A,A4 *11toSE.oK 1 h I CUSS PUby fav~q' A (II +�'�J►;-. �I�.0_+11e5�1�I 1 I ILJ• 5 .I' 11M � 'imemoulliallin --;-•:•-•.••,.,-::...--.:.•4 til-A-7.1,2AWV. gill Trl.9 4g L't !A, e,.., , 2.14. Ak., 60.g, . ., 44:0... 'vxlD . , orxpb = .• . . !. i" oi•` 4;. '//,'/G'ill'&r,/,4'!.•M' , fa/f f -"/i/. *from oct. "`1''D I'.II-Olt TRAIL HEADER WITH PIN SUPPORT BUTTERFLY ON 4 x4 POST SUPPORT STANDING WATER APPLICATION b Copyright 1997,Pin Foundations Inc,All Rights Reserved �i • 8607 58th Avenue Northwest, P I N •FOUNDATIONS I N C Phone 106 858-8809, Fax 106 858-8607 Gig Harbor, Washington 98332 e-mail, pinfoundObarbornet.com • Connection Details-Diamond Pier Systems The following details have been reduced,and are not at the scales indicated. They are suggestive only and should be revised for each specific project. rn'I—� �_i 1" 1 1� 'Ifs t „C 77 PT GP WL Cu. -+ ,Si.i 1 . _ ;jj ii; 10r:F••=7 AT 37 ult1^ Ira... ( .1� •i ti. �_ . 'LI I z ! t1 �i _ .t 3 R I.:: �b to t i i • ;e7 •� CACM13 um .I: IS�}e-,Jec 7{ IT T 1:;,.aa i'A7 s" , 2 T n-Vl 4. _""" II— _ - - . _ . __ —1N 7C= I.� _-__.._-- a at TQ 17 JOIbL- ;iii.!r.*_ :,� ' . -.I'IH is ►t I..•t i -. I -- --_-- 1 -- `=d ?t -'--r 1JN l fr X 6 I,ir EON. -�� 6'_' lily\,'� 7 IC r*ala:ItN:(I ry scro':� r s T!-.A� • rJty MFX re-4c W/O _�WRr•NER �_-a GRADE LINE LONG --�- Hi, .� --? `_.. - Fir art r s to r p r •'e _ !<x R` T ffAr SR 3riT, _— `DYWd10 PCX 47 UAW LIM*Tt Meta rtii,�16r,1Cw1.111.. - -_-• ` :ILLva.NI2tO -aTEEL 9RACXCT a•r PINNf,6 1!1 -��� -�'" Q~� " Ttam:u ri4,rcnst V. iG e ,ATIOt�6, INC. TC ACCEPT 6' X 8' /// ���� 'O s, PT. BEAN. REFER TO OETNLE BELOW ,''• \. / / L. \ i: ``�`� 'I !;(741."1.7Er• 1.scico:LCM.wcx,//// �\\% 1 1# DWIETER. SCHEDULE En. GILNANIZED ' `��` I •ARCiT\f.P1-s S1♦�/ \• ' STEEL PD46 IN PAINSr LENGM =.5•-S. ,,% 1 ,,, I %/ \`1` �\,' I / / ff`f ;� t r t311H47[P�WlmudM9 tGr710V.,1 ///' ,\\x i i \\\ i i /// - X X. . •LTrnMUTi PIN CRuNTATICGS (OPTeMM_L ,f , ♦ I 1/ \,\. i I • SECTION/ELEVATION - GRADE BEAM APPLICATION CROSS SECTION - GRADE BEAM APPLICATION 4 . • _J C,- w. CI' lliGn �y�• (y oy 'F'p5T r ir; 1 {uIEr Du- I ,�,�nri::.r,x, z ��.•. 1' ,m.mr GearAO ta • ceF�i l � • a.e.a&Iwo I!Mil• r.V,r®GI . ; tY Woe,go .Cm'r-' ®� 1.:. C' • o/I4GQALL •,r A413-- 1 'w' wsf I I Mao A:0047P/NC. - .0 w.a ..+ - `f r—.; Necurmuelr• . __ 1 -cam► - - • •mrros '- G Ar e.tvrc-rz _ 7 _ I+, '.er�.rT iE0.•s'6GtGi•-7 ]:1IF'10{1D�ff\ N \ ' 71\^; - toe.-M.Arm. 9filY.�VPl., '�IF.iC / 0 `" \\\ •wm�amu n Ir.. ° .r...ar lX •'.1 IMcr- U // \ o„r:ac,eh. x.,r • it.,....I+FGo+i�- / \ \ ♦' " • vi>rrrr1."i 'riles. (-4-pi".) /// \\\ / rNOCN Mw -IF A 4C1Ue.Cowl"-IS L 6.D,1'r YNS/ ' HU�P+f' A Mll,l•HIiM ems$"'�IV.L. (...rep) 14.011 ELEVATION-POST RISER CANISTER PIER @ POLE SECTION- HANDRAIL/POST SUPPORT NAY BE_.Ui35TITUED FOR STEEL EEL OR CONCRETE 0 Copyright 1997,Pin Fotmdations tno,All Rights Reserved `.{ �tr. .tir Yam--, ii.71;- ,,i PIN FOUNDATIONS INC Phone 153 858-8809, Fax 153 858-8607 8607 58th Avenue Northwest, e-mail, ptnfoand�4harbornet.corn Gig Harbor, Washington 98332 -- y ._ .,_.. c tom,. - �. , iL .� } - ..,; � - 7 t .1 - • ; ;C:Il,,r` , � .;,-. � '1.� 1 57 i#i "ie v�l J P� «c surf, !y, .'w i \ .y 'w1,. f - G `. `C ,�51. r..r{ Y ' ,`4i w ^.,'3N,r� A'' G'f 3 ? w? f ye Y� �,.... '- 4i•'.. � •r iy. .d Nr���r 1Y•,;.:,i✓y Q �k y .ate r! y. P'f °. "L ' .� U y'•t �, '� c + < ,. r. ti% ` tom.^ .. y , ''•L• •t, e • �§i;1e •u�.w• ..Y+,.,tom`+l` { :,;,.e v;a �.-. '.:'t..; 'fit. e F\ �1 ;',,' y Y.Y, .a. drlE..i•. tk:h.' _ U' ,at,Y; ; i lhr-.? '4^-•_,..... t r y§� F 1 •' �yb41•1 I, ,- w ,4 r s 1,�: v! dr� y /fit i , ' !�_t• ":39'.`",, ek'i \ ^R; '}". J,.. s�.,.�� _ ��A� f �Ii ay, r� V. ,+x1 .tt t _.. ' ..; ,l .tea u, �"c� ,,.'': t,y,ECR?+ A:-'• :4 `;' ,}:t` '�'trr,.��.r4: C '�,rr . �r ,:} ,'. to : ..''• L{,03— r' tii•l! / y. L e, r ' t -. .. -' 7 r�l.,,r• Pam$ t�'S L .L�. ,,fit ` t '� ^.`w },v.., ( S.S. h v »+ 4 r F c y''t'y {` l '2�' r - t �. ' (;] t, itu S.,r .'F .Y '"'` +'M' �x•,.+..'4 ..c•y a^S''-r} i'' y P. 04. :R , ,• r�• , "`� �. ! .K-Ryb,• h' f- ''* ,,,'�'' "1rS • '• ,'771"' ,' ' .. '�'4 � •'r �t_p.".� j — •` °• " � , ,�. „;'����' "" t�x , ate' 1 {�v�6`„ ,�� .�?- �` SpeedPtlewith2"dtmrzeterpins,mountedwtbxl2timberposts Diamond Pter wah 11/2"diameter puns and 6x6 post attachment 4 ,•, ,'' "�'` Wes' .- - �, ' r `P i . +' •- '. ' SPEED PILE'' DIAMOND PIER ., 4-? ,� ; �-; US Pat, #5395184 US Pat. #50392256 ye" f E; '4° ',° zt<,; ,' ;.4t, ' �� The Pin Foundations Speed PileTM is a highly The Pin Foundation Diamond PierTM is a pre- :.~ °�l a:fi ,y`_;.• , r" � .z �. �.,-��, :i� �F,� �� ,�1 . versatile system of driven pins and brackets cast concrete pier and pin system which is light 'r;�g i, .-, ~ attached to wood timbers. The system allows for enough to hand carry into your site. It is used " b� h =� ,� _ _ y• . 4, the installation of heavy duty post or grade beam where low profile structures are desired, ,• ,� � ' -,. ``: ;, `kw �l structures, or a combination of both, without concrete to ground contact is required, or the �;t' . "'',' ' -=-� ' ' ' T having to dig holes or pour concrete. overall aesthetic of concrete is preferred. w . • - . ,,-- s. i ffi , . The pins are always used in pairs, and once The Diamond PierTM can be used in any The Butte*on4x4 posts supported on1"diameter pins driven, are simply locked in place by tightening penetrable soil, with either two or four pins per the bracket. No pin coupling or welding of pier, and can be ordered with a variety of post BUTTERFLY"' system components is required. or beam connectors depending on project US Pat.#5395184 The Speed PileTM is used with standard design. The Pin Foundation Butterfly is an all steel dimensional lumber, and is easily adapted to a The pier is simply set in a shallow hole dug system made for use with residential decks variety of structural designs. Splicing Brackets with a pointed shovel, and the pins are driven and walkways. It supports relatively light may be used to connect grade beams laid end to through it and capped. The bottom half of the loads, and is the quickest and least costly end, and standard brackets may be attached to pier is pointed, which allows the movement of system to install.Its used with 4x4 posts set the superstructure at varying heights to expansive or frost area soils,while the pins keep right on grade, and is simple to adjust and accommodate unique topography, or standing the pier locked rigidly in place. plumb during construction. water sites. ®Copyright 1998,Pin Foundations Inc,All Rights Reserved q V "4 '9 8607 58th Avenue Northwest, PIN FOUNDATIONS I N C Phone 253 858-8809, Fax 153 858-8607 ' ' Gig Harbor, Washington 98332 e-mail, pinfound@harbornet.com SYSTEM CONCEPT •' z° mayy,, w1 '""//Fu, e<v;. >s ; ti PRODUCT BACKGROUND a ' a ��'• it t �'• ,:-ham �' � ,,- '. $ %;� i �� r ,, t i w, �a•,�>%r����i��'X tad� 4 ��-� �"'4E,�.t+x^�w� v}�`���F Pin Foundation Systems make construction r' ., ,,,�.,� `4u�p r; � ' - , �- The first prototype of the steel Pin Foundation without excavation possible. Theyare surface � Q "liri �' .• 1 �,`V3 4: ' System was installed in 1984 in a tidal marsh p •• ;u {Z 2 -" _ �; k walkwayin LongIsland, New York. In 1989, a installed using pairs or clusters of short, small s� .., ,�,�..�� �,�r � � ,, •�, diameter driven pins, engaged in pre-cast .: :°�- r.i i> �`• :,-v concrete version of the system was successfully ' �,. :< " r , s�" ' `-A tested with the Soils Engineering Department at concrete piers or bracketed to structural wood �, � �. 4 _ram .,.�;��. members. ;- — ', 1, � ' ` ti UC Berkeley, where its use in expansive clays Fa s ,: .. , - i E _ 4.r ; and active seismic zones was recognized. Their installation requires minimal site �• .Y• t j �: . , disturbance or post-constructive site repair, ' -r f'• '-°1 In 1991, Pinned Foundations, Inc. was granted saving equipment costs and time, reducing • 4 a : a US patent for a complete series of concrete • ,Lr 't'4' products based on the original steel prototype. A erosion, and preserving the strength of existing � - � �;�- 4 �� v soils and their native vegetation. .`' t • second US Patent was issued in 1994 for the - , ;:• --: current steel system known as the Speed PileTM. Pin Foundations do not block the natural flow of r.. groundwater, and should not require subsurface _ e x••" Y•y "` " -1, , In 1992, continued development and testing was perimeter drainage. They can be installed with k �_ conducted for the Hood Canal Wetlands Project small, lightweight tools in any penetrable soil,on M "'- -),- c�4 yt and the Washington State Department of .. ,, t` 4a= ^ ,;-' Wildlife. The boardwalks built for this project flat or sloping sites, and do not alter the existing r. 1.4 _ A,, grade. They can be maintained completely from Elevated nails is Hood Canal Wetlands,Be(fairWashington were opened to the public in 1993, and an article above ground, and are resilient to cyclical, ` Ht ,.,_,. ;;: .,�,;, ;, :;, describing the new system was published in or sudden soil movements. ;.y i '' •''_ '" ' ':r.'g'"`` a` '` Landscape Architecture magazine. prolonged, Y ;. .. , y,, . ,, t r: The systems are totally removable, and can be ' - .' ' ��' `• '!1 Since that time, private, municipal, state and used with any of the typical construction ' s: '�"`''� ��1 Y-�'� federal clients have used concrete and steel Pin methods for residential, recreational, or light ' �=- ,5'., ;. ; ,a ' Nl*, ,.*,.,, Foundation systems to support residential, commercial wood or steel framed structures. Pin , ! .";" ;' .`i?." • `S, x',-`\i•'/ ` ~' Q' recreational and environmental education Foundations can also be hybridized with ,- - 1�' �.•'t> projects throughout the United States. conventional foundation systems if it is :. � t . . '_ -id Richard Gagliano, founder and president of Pin necessary to accommodate unique topography or _,,, �, �, ,, ,� .�. . --, .• structural design. • ,, " = •; Foundations, Inc., has a Masters Degree in ' ,., . - I Architecture from UC Berkeley. In addition to Each system is custom engineered for its specific his role in the company, he is active in regional site and loading criteria, and fixed costs are Pin Installation - photo courtesy and local planning in Washington State as an based upon each stamped certified design. 0 Copyright 1998,Pin Foundations ino,An Rights Reserved advocate for sustainable growth. do - oza (y ) American Engineering Corporation _= Engineers • Planners • Surveyors — _ I The Vineyards City of Renton Preliminary Technical Information Report Project Site Location: 550 Union Avenue NE Pr' 1 ti January 5, 2000 Revised March 28, 200I prepared for: Consulting Engineers Belmont Homes, Inc. Creative Solutions. . . P.O. Box 2401 Kirkland, WA 98083-2401 Superior Service. AEC Job #9838 The Vineyards City of Renton Preliminary Technical Information Report , Project Site: 550 Union Avenue NE January 5, 2000 Revised March 28, 2001 prepared for: ,Ay of Ast�r� :,Belmont Homes, Inc. P.O. Box 2401 - A 19056 � ; Kirkland, WA 98083-2401 c34 di)4, i vR� ti��� (206) 714-6707 "N•rONAL S\A prepared by: American Engineering Corporation 4032 148th Avenue NE Redmond, WA 98052 (425) 881-7430 AEC Job #9838 Preliminary Technical Information Report a. The Vineyards City of Renton Table of Contents • Section Page Numbers Section I: Project Overview 1 -4 Section II: Preliminary Conditions Summary 5 - 10 Section III: Offsite Analysis 11 Section IV: Detention Analysis and Design 12 . Section V: Conveyance System Analysis and Design 13 Section VI: Special Reports and Studies -Resource Review. 14 Section VII: Basin and Community Plan Areas 15 Section VIII: Other Permits 16 Section IX: Temporary Erosion and Sedimentation Control 17 Section X: Maintenance and Operations Manual 18 List of Figures Figure 1: Technical Information Report Worksheet (TIR) 2 - 3 ur g p Figure 2: Vicinity Map 4 Figure 3A: Existing Drainage Basin Map 6 Figure 3B: Developed Drainage Basin Map 7 Figure 4: SCS Soils Map 8 Figure 5: Assessor's Map 9 Figure 6: City of Renton Zoning Map 10 Appendices: Appendix A: Runoff Curve Numbers King County Isopluvial Maps Appendix B: WaterWorks Input/Output data Appendix C: Wetland Report -i Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 • Section I: Project Overview The proposed project site is located in the SW Vs, Section 10, Township 23N,Range 5E, in the City of Renton,Washington as shown in Figure 2: Vicinity Map. The 312,888 square foot(7.18 acres) site is comprised of six separate parcels. Figure 5: Assessor's Map identifies the parcels within the proposed project site. Please note that the most southerly parcel was involved in a recent boundary line adjustment and the tax parcel number shown in Figure 2 may be subject to revision. The project site is zoned Residential-10 units per acre(R-10) as shown in Figure 6: Zoning Map. The overall site is generally flat with a 1%to 5%slope to the west and south. Vegetation consists of grasses, shrubs,vines and medium diameter second growth conifers. There are also a few deciduous trees on the property. The site contains 6 existing single family residential homes that will be demolished as part of this proposed development. The site is bordered on the west by a Category 2 wetland of which approximately 0.15 acres is contained within the project site. Please refer to Figure 3A: Existing Drainage Basin Map. Various historic disturbances to the Category 2 wetland have occurred and been documented by the City of Renton. There is also a 3,920 square foot unregulated category wetland near • the southeast corner of the project site that will be filled as part of this project. The U.S. Army Corps of Engineers will be properly notified. The proposed development will create 42 single-family residential lots as shown in Figure 3B: Developed Drainage Basin Map. Access to the new lots is proposed via approximately 1,400 feet of public road. The roads are proposed to be 32 feet wide and surfaced with asphalt pavement. Cement concrete curb and gutter are proposed to collect stormwater runoff. Additionally, 5 foot wide cement concrete sidewalks on both sides of the street are proposed for pedestrian access through the project site. Other improvements may include some shared driveways, individual driveways, and public open space. The proposal would provide wetland buffer zones of 25 feet on the north end of the project site. The 25—foot buffer zone has previously been established for the northern portion of the wetland. A 50—foot wide buffer is proposed for the portion of the same wetland near the south end of the site. Stormwater from the developed site is split into two separate sub-basins. It is proposed that these areas be collected in catch-basins, conveyed in underground pipes and routed to one underground detention vault near the south end of the site. The discharge from the detention structure at a controlled rate of release will be allowed to flow into the Category 2 wetland. The storm detention vault will contain a dead storage • volume sized as necessary for water quality control. Public water distribution and sanitary sewage collection systems will be constructed to serve the 44 single family residential homes proposed by this project. — 1 — Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET • PART I PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project Owner Belmont Homes, Inc. Project Name The Vineyards Address P.O. Box 2401, Kirkland, WA 98083-2401 Location Phone (206) 714-6707 Township 23N Project Engineer Richard Klein, PE Range . 5E Company American Engineering Corporation Section 10 Address Phone 4032 148th Avenue NE Project Size 7.32 AC Redmond, WA 98052 Upstream Drainage Basin Size N.A. AC (425) 881-7430 ▪ART 3 TYPE OF PERMIT APPLICATION PART 3 TYPE OF PERMIT APPLICATION • - fa' Subdivision ❑ DOF/G HPA 0 Shoreline Management O Short Subdivision 0 COE 404 0 Rockery ❑ Grading 0 DOE Dam Safety IV Structural Vaults O Commercial 0 FEMA Floodplain 0 Other O Other 0 COE Wetlands 0 HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community Renton Drainage Basin Maplewood Creek into Cedar River 'ART 6 SITE CHARACTERISTICS • • ❑ River 0 Floodplain O Stream la' Wetlands O Critical Stream Reach 0 Seeps/Springs fa Depressions/Swales 0 High Groundwater Table ❑ Lake 0 Groundwater Recharge ❑ Steep Slopes _ 0 Other ❑ Lakeside/Erosion Hazard PART 7 SOILS _ _ .._.,, __._._ . . _ - .. Soil Type Slopes Erosion Potential Erosive Velocities AcC 2—5% Low Low ❑ Additional Sheets Attached FIGURE 1 2 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET • PART 8 DEVELOPMENT LIMITATIONS . . . . ._.. . . -• - REFERENCE LIMITATION/SITE CONSTRAINT ET Ch. 4—Downstream Analysis 0 0 O Additional Sheets Attached PART 9 ESC REQUIREMENTS • MINIMUM REQUIREMENTS MINIMUM REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION Li Sedimentation Facilities lid' Stabilize Exposed Surface IV Stabilized Construction Entrance la' Remove and Restore Temporary ESC Facilities • Perimeter Runoff Control 0 Clean and Remove all Silt and Debris O Clearing and Grading Restriction Ef Ensure Operation of Permanent Facilities El Cover Practices ❑ Flag Limits of NGPES IV Construction Sequence 0 Other ❑ Other PART 10 SURFACE WATER SYSTEM .. El Grass Lined Channel 0 Tank ❑ Infiltration Method of Analysis e Pipe System la' Vault 0 Depression SCS /SBUH ❑ Open Channel ❑ Energy Dissapator 0 Flow Dispersal Compensation/Mitigation ❑ Dry Pond 0 Wetland 0 Waiver of Eliminated Site Storage IR' Wet Pond 0 Stream 0 Regional Detention Brief Description of System Operation The site will have a piped collection system to an underground detention vault with discharge to wetlands. Water quality to be achieved by bonding dead storage volume in vault. Facility Related Site Limitations • 0 Additional Sheets Attached Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENTS/TRACTS (May require special structural review) - • - . ---- .. ❑ Drainage Easement ®' Cast in Place Vault 0 Other 0 Access Easement ❑ Retaining Wall 0 Native Growth Protection Easement ❑ Rockery > 4' High 0 Tract ❑ Structural on Steep Slope 0 Other PART 13 SIGNATURE OF PROFESSIONAL ENGINEER . I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided ' / 3 i'/ here is accurate. Signed to FIGURE 1 3 ���-�. V r - .•. . .r ! . _R5E•_.- .: -40 - - ,'+,r. '.."i•, '7( 4' �f ►i1 N LI Iail'9OYA✓1 M •.s �:/. ��sy.•sha...,,,,.„..„.:::..,., +�S AEG. - AY 511 ?:r-SENEG` �` ~ rn �-- .nJ'1 � o0't�l :_ns,I ..Y•R: ,, .AV � .i::j: i��: ':§ I• �IiL'1��•....:f. A � • im lot 0 .. 7�,!Yi�f _ "►- .v�/� trsTr>. 7.900 {�� �/1 .�r`• •r .� �7fJ)V SY_ :' salmi+AY "IY' ar , Illit f} }`'• •4u. ,n , p 1 S .1-t:!WEE:.AY ,?V Atw E.::cf:4*.r 'A :=VA . ::?"=i -: •1,. :' •" •' ,yk ,_ .. y,. , . .= r. Et: q " 'llFc .. S. A•�; Ni. a �y • 2 s<• 0•+ ,;:'n'1•••• H ...14.11N. . S • :1��1 y,g E^. x' R'•'Atl.`_. b3INl\� I kg. ._:1_ • gait.,' ] ..1 r -4.. r :�M� !:a. ,'"U•, ,„,. ►t�- �,Mr ,;•' :_.Ili i± . mil `Av o _co ` >,� _ :.o■lii . I0 _! sjA .: . li �'i o.m,. 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Av Sc I 1 v�r�� ._, Q F AV ,I$ Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section II: Preliminary Conditions Summary Existing Site Conditions • The site contains five single family residential homes and the remainder of the property is vacant/undeveloped. The City of Renton identifies the site as being located in a Zone 2 Aquifer Protection Area. The City of Renton Storm System Inventory Book indicates that the site is located in the Maplewood Creek sub-basin of the Cedar River drainage basin. There are three wetlands within the project site as described above and delineated in Figure 3B: Developed Drainage Basin Map. City of Renton sensitive area maps do not identify additional sensitive areas within the project site. The project site is in map number 53033C0327 D of Federal Emergency Management Agency (FEMA) and is identified as being located in Zone X. Zone X is identified as areas determined to be outside 500-Year floodplain. The main contributor to the onsite drainage flows is the rainfall that falls directly onto the site. The overall site topography is flat with slopes ranging from approximately 1.8 to 5.0 percent. The existing site topography indicates that runoff is currently directed to the wetlands within the project site via overland sheet flow. Field investigation has confirmed that some flows enter the wetlands at the northwest corner of the site from neighboring properties to the north. Very little of, if any, offsite flow from the east,northeast or south enters the site. Properties to the west and south of the subject property consist of older single family residential homes. Ground cover includes wetland vegetation, both sparsely spaced and clustered trees, bushes/shrubs, and tall grass. The existing houses are accessed from existing public roadways from various locations via gravel driveways. 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'•..--..„F'y e'" G• -.,,.- :'-','•"').;f:.41....--;:4.; . ..:•:1 ;. ie ••••-!--, I \.1 .•:.. : : •.,;- \•,,--2..,z•.:;,..•:•-•-:!::-:-.-.:...,r-:.. - -‘ • ,, ---',=::,-,..'..-N"•-•t, .: ,,,-.,, °,/feo ,-...?:•••,....,-;_ •,,:.4.,:-.,..vcil.:- •-rzt.7:-..:•e_:-7_-__•/ 4. . - - •• • ••.• - •• • - - • •••, . , . ' . , 4 ........ ..• • . S CS : Plq .P • . • , . . . . . • . • . ' . • • • • . . . . I • . - • .• .. . . . 1.., •......• • .... • Zee 0 • D6 - 3 T23N R5E W 1/2 8 LIN g • '. I I —!v l i I d-ti r' , St1 / -TcN "' i 1 1 I c • -48 R' 1-N a; .x 1\. NE I lilth ISt.R;9 . 1 - �� i' 8— -0 Q R_8 . _ ;ice � -Nr 1,t� Fir _� . -` �f .R-8\\ H-J .l I-I . I R-8 (b4 / I I I �IC�tti NE 1 Qth St. . LI— I I I I I ,�l i ( I\\I--, ,.„. . ,.., , ... CO C SE 118th St. ` Wr--- a•th Ct. • IZS a - . W _8 _ -- [ cx . t-h;C 0- .. 73 N �1 I _ u \cI I I I I ) I I 1 1 1V • : : • H - -./' L , _ -- 1 Ii I .' / _ SE 121st St.aE- I ,� I � w /W -1 ill H i— 1 'fr ii __I ) i,..E. -1-7 1 I. L4c �R 14 -R-:r2, _>9- R- - ,,,04% 1 I \ r \ R M I Cr ulo '�///////////• R-14 Ix • R= N = W, . _.! 4 � I I c_S - —14— ! • . R-14 . — a) 'd I -10 ' ! _NE, 5th St! ' R-14 a = d I. III ! II �� __ I C S CS • t---- '--‘! 1 CS 71CS S: i St. f- ENEn! st. 1 , ! • 1 I I— 1 li • i O . ' ' -I I i I -.) W i i ! I: F6 •- 15 T23N R5E W 1/2 , Qoo �a ` 1 ��, ZONING '® E V '. ,. P ,..�.o,,.c., �ncn 10 T23N R5E W 1/2 V 't71 . 1 i n Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section III: Offsite Analysis The site is located in the Maplewood Creek sub-basin of the Cedar River drainage basin. Offsite runoff entering the site include stormwater drainage flowing into the onsite wetlands and surface water runoff from the adjacent properties,to the north of the site. Site topography indicates that surface water runoff from the project site is directed to the onsite wetlands via overland sheet flow. Flows leaving the site are conveyed by existing stormwater drainage pipes that connect the onsite wetlands. The City of Renton requires this project to provide a level one drainage study with detention calculations in conformance with the King County Surface Water Design Manual. Water quality facilities will be provided for the developed site. Existing Upstream Flow Path The subject property currently receives offsite stormwater drainage. Offsite flows entering the site include stormwater drainage system runoff from NE 6`h Place and the discharge from the detention pond to the north into the wetlands which picks up runoff from the neighboring properties. Stormwater runoff from NE 6`h Place is conveyed to the onsite Wetland#1 via conventional conveyance system. Stormwater runoff from the piping system in Union Avenue NE does not appear to contribute to this project site. Instead,the flows are conveyed by the piping system past the site under Union Avenue NE to the south. Existing Downstream Flow Path Onsite stormwater water runoff from the existing rooftops, driveways, and lawns are directed to the onsite wetlands by the existing topographic relief via overland sheet flow. The large category 2 wetland drains across the northern portion of the project, exits the site and flows south through two existing 18-inch offsite pipes crossing under the existing driveways. The flow then re-enters the project site in the southwest portion of the property and then enters a 24—inch pipe that drains the wetland to the existing storm drainage system under Union Avenue NE. The existing drainage system flows south under Union Avenue NE and the properties to the east. The system crosses under NE 4`h Avenue and the parking lot of a commercial establishment. Stormwater then outfalls into a wetland, located to the east of a commercial establishment. A channel is created by the runoff along the west and southwest sides of the wetland. Flows from this wetland cross two additional wetlands located to the south and southeast of the above wetland. City of Renton Storm System Inventory Book indicates that the runoff is detained in what appears to be a regional detention area located north of NE 1st Place. Flow is released from the regional facility and then crosses beneath Bremerton Place NE and then outfalls into Maplewood Creek. Maplewood Creek is identified as ! the sub-basin for the project site in the immediate vicinity. Maplewood Creek flows into Cedar River, identified as the basin for the Maplewood Creek sub-basin. - Proposed Downstream Flow Path The proposed downstream flow path will not be altered by this proposal. No surface water flow increase or decrease is anticipated downstream as a result of this project. 11 Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section IV: Detention Analysis and Design Stormwater detention for this project is proposed to be provided in one separate onsite detention systems. Stormwater flows for existing and proposed site conditions are presented to verify adequacy of the proposed detention, water quality and conveyance system. Flows have been calculated using the Santa Barbara Urban Hydrograph(SBUH)Method and King County Rainfall Distribution Curves. The City of Renton requires that post-development stormwater flows exiting the site for the 2-year and 10—year,24—hour storms be limited to the pre-development 2—year and 10—year, 24—hour flows. This will be used to calculate the required storm detention volume of the vault. In addition, a 30%factor of safety will be added to the volume.The WaterWorks computer program was utilized to calculate the pre- and post-developed flows for the site. The King County rainfall distribution curve is contained in the KC24HR selection of the WaterWorks rainfall distribution parameter. The following information was used in this analysis: Design Storm Rainfall Intensity 2—year, 24—hour 2.0 inches/hour 10—year, 24—hour 2.9 inches/hour 25—year, 24—hour 3.4 inches/hour 100—year, 24—hour 3.9 inches/hour Soil Hydrologic Group: "C" Landscape/Grass: 86 Runoff Curve Number: "CN" Pavement: 98 Existing Conditions Information Onsite Basin 1 Total Area = 7.32 acres Impervious Area = 0.37 acres CN = 98. Forested Area(2nd growth) = 2.91 acres CN = 81 Meadow and Pasture = 2.76 acres CN = 85 Wetlands and other areas to remain undisturbed = 1.28 acres Time of Concentration "Tc" = 51.85 minutes (See Appendix B) Developed Conditions Information Total Area = 7.32 acres I. Impervious Area A. Roads and sidewalks = 1.44 \ 3.56 acres @ CN=98 B. Roofs and driveways = 2.12 / II. Pervious: Grass and lawn = 2.48 acres @ CN= 86 III. Wetlands and Other Undisturbed Areas = 1.28 acres IZ Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section V: Conveyance System Analysis and Design Final conveyance system sizing analysis and design calculations will be provided as part of construction permit application. The pipe sizes and slopes shown on the plans have been selected based on sound engineering theory and are not expected to change significantly during final project design. • • 13 Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section VI: Special Reports and Studies — Resource Review To be completed as part of final engineering when applying for construction permits for roadway and utility improvements. 114- Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section VII: Basin and Community Plan Areas To be completed as part of final engineering when applying for construction permits for roadway and utility improvements. • • 16 Preliminary Technical Information Report AEC Job#9838 • The Vineyards Revised March 28, 2001 • Section VIII: Other Permits To be completed as part of final engineering when applying for construction permits for roadway and utility improvements. • • • • • • • • Preliminary Technical hrformiation Report AEC Job#9838 The Vineyards Revised March 28, 2001 Section IX: Temporary Erosion and Sedimentation Control To be completed as part of final engineering when applying for construction permits for roadway and utility improvements. • 1 17 • • Preliminary Technical Information Report AEC Job#9838 The Vineyards Revised March 28, 2001 • Section X: Maintenance and Operations Manual To be completed as part of final engineering when applying for construction permits for roadway and utility improvements. • • • • lg Appendix A Runoff Curve Numbers King County Isopluvial Maps KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points). However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be .-- , generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY • HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP' SOIL GROUP GROUP* Alderwood , Orcas Peat D ' Arents, Alderwood Material _C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham' D Puget D Briscot D Puyallup ' Buckley D Ragnar B Coastal Beaches Variable Renton D • Earimont Silt Loam D Riverwash Variable 1 Edgewick C Sala! C Everett A/B °Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C Si Silt C Mixed Alluvial Land Variable' Snohomish D Neilton A • Sultan C • Newberg B Tukwila D Nooksack - C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water , transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potentiai). Soils having slow infiltration rates when thoroughly wetted,and consisting chiefly of soils with a layer that impedes downward,movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. ~ slow infiltration rates when thoroughly wetted and consisting potential). Soils having very D. (High runoffp ) chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface,and shallow soils over nearly impervious material. These soils - have a very slow rate of water transmission. , * From SCS,TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. j IS 3.5.2-2 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS l SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 j_l_.. 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. • good condition: grass cover on 75% or more of the area 68 80 86_ 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 r Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 _ shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DUJGA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0. DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and • industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9,August 1972. - (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. ' • IS 3.5.2-3 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL, ' FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS r . 1# folta I, -\ ii Iik`i414 iq Imon wry -( AMR% " -: 1 i;1 ,'.:7--. 1 i. -A io 4 . A--7-. i , _) =, 1 \,,% is �... " 1,, ��� - . \ \r--1 Arn , ,I. - , ,...(,. 1 _ 001 110,410, }I , 2.0 Niti..k --ti aiz___(., s." ,\ , . A:All-lk , _I 1,- co . kir=1,11, /- i- , , --,, ‘4, rogi,,,\j/.10410, 1 '+ 1 t HE �� -124 . --",maivivo, 1 7 A . f 1. . 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Nipmilla.il•IMIlwTr1lfi6aii1mai.l iii , , _ +d ,......_ .- ,- N,.-..1,1,.R \'ems ,;^•.. 4r ,tIi 1 ,11 0 .' k i- - - V ni • "Jr, I 1,L--- I'll& _ - ,..., 'in' w ik *AK .." ,,,...iiipor ,....nr . :--, 1. - k /177 qt r-, A kusi 1„-i 0 4 Y wwffit ' 2-YEAR 24-HOUR PRECIPITATION i iitltiim ;l in ,3.4r' ISOPLUVIALS OF 2-YEAR 24-HOUR �'i► `• �'� i�' `p'' 35 TOTAL PRECIPITATION IN INCHES NW" "rim ' _ ,! A, M• � 0 1 2 3 4 5 6 7 8 Miles `, 1:300,000 N N -- ��� 1* 1/90 3.5.1-8 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 2.1 ----\, _r.q•- -- ,. ' -t'''41—'=V----.1 __ ------ - --- ��------- - - - ------- 22 ,..\ i .ii* v 11,41.ff,'7-di. -•4 54 i� = .....„ 2.4 i illkdi °7 `- 1 -11 VillVS i ida N_ 10 1 1 ``q • . „.44,1rio, j .... _ . 1 , 2.9 -.;-___,.:_rullm,':-N : . .)z ..: --, 41pirkieri, e.: ) ,.., I 4., 10.plit,44*.,1 1 41 \ 1 '. 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'/17:,,,jamit tr- ---.- . ‘. . .t ,r ,,,„.r\ 014 - __,,„ ,______, „ ._____ .__ t•T lid 'A ; : Figirt F____, ,, _ .... trigliiiii Ill ,F ___, 2. lrAilliAvig 0-YEAR 24-HOUR PRECIPITATION co 4 wIVAME S111, YOUN S 3.40'1" ISOPLUVIALS OF 10-YEAR 24-HOUR 1• ��� ' TOTAL PRECIPITATION IN INCHES 30 N Off,. ..11... , ,, lb' :IV / 4W;/ '-' -41 0 1 2 3 4 5 6 7 8 Mlles (b. ttt V 3.:300,000 3.5.1-10 S. 1/90 40 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • FIGURE 3.5.1F 25-YEAR 24-HOUR ISOPLUVIALS ( • 2 —, — — J .\ ) : ir_-_,T,''70-r. .....,' ..ii.- --- ...g._ 410. • Lt7 ).. : \ t } :I 4 /--- ' - - Ili c" ' 3./ / '�(• MaxiIlk ?:011 , 11W du 4 ! -,7 z. . I`•0 \ -��. P-' ' a � . .' . � - _ � � �. f ,,?r L- -, , , • , ' ,i...0 voiiii... ily , --\,,,,, ,,„- - - 005,,,, .- . . i - — 4"1111119.4"4*:# ,. 0 ! 8°. ' , I ; .,: r,--2, '; ' .1 kV 0/10,,,,051•1161riorAlloof'fr. .6% /, AliNitil A. 41.110- • ',And L - 1 ..f� r! ,`4- Island;' '°'�►' I 1:,41,414Vilder* , . • - / - - • ' . VN1 11,14 4110Ir \ ' L ' ./.,* tnr-' \ . ,. -1 .1.1‘ 1 -,' --.: Slik... -., -- 0 / • ' .11\'\...%1 .. illtikil,-.\., ". 9 4-11111110114-1111‘ ..e, 1). ' \ •%.9 �� — Di 171:,t74i11:7_,:-,----.._�� �ens �� \1111 i I., . 1,_ c...,,_,__../e......,.-•it, . Ina an" 1......d,. , kb, ), 7 I �� \ N art ri iit l.\ -.\:• )44'\ 4 - iii,..1.. ! i I _ lam_ , =�_ . _ 1 ,=� \ 1� , , , / p • :, • / - -,-- t‘is . .,. .• . _:. , „, • . 1.":„ 'li'it:ri;.-0.' ' -' . 11 ,k‘:,, \V ‘7 .' 0 I ili II , , : iv- -s r .._ ,. . (( I 'NUJ'- . �...1� .." i s',/:/' , ( , . ___-_-,-,--.) \ \ „i„, 4k �•t-- -� \ _U , 'r' -mom i - *ing....Ir. eli ;- 1-1 .C .. JIIIIT ,,,,,,,,), I -\ - - 1' .:,-... : \c-4-9 I :-.f.' .:: '1\47,./rwr'tstir I - : / , ...,. / . ;, ,,....:,ii; :re\ . • , • , , , fit • . . __; , ,.,,,,, ir .• - rok _. ..__ • • VANN 24-HOUR PRECIPITATION ate. c''.., SP. 25-YEAR A ,n 5 �3.4� ISOPLUVIALS OF 25-YEAR 24-HOUR A , - r TOTAL PRECIPITATION IN INCHES �y Av. ,_ I 4'`S 3• 1 0 1 2 3 4 5 6 7 8 Mlles rb• ��A O `G •'�?'0� o 1:300,000 - KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS i ----- - ------ ue ..c, 32 ', Iinil" ' -` Nt' ..- V"%,...:. 3.4 rK s Daillt ?-21 1, ' , tiii74' ibTaihromvi.ZIE ti i 't 3 3 • 3 � _•� �. k1 po „41.0 1 i„044:041.01.141 ..;_1_17.' .....v. Nii-6,01 NI , v.i . :.,_ . ,..4wertik.. ...m., .: 1.-.- ...._,, i„,, I. -4,-,, ; ,,.._ „..zlize_.,..._.,-......misar- — dios..._ . 4 , :14•4'N"71•.,,,- ipzij, --F.,., 74. 1 NIL irtily , („ ir . , i ,, ,,,. # 4.3 ) ..;.-2- _,..4:14‘ 14-,i.... / -- ! Ani,..40-4.&, ,,‘ . .401. 4# v.,4 _ /IQ 444,1 .4 t ._..._.... __1 .... id *4:94 , , 4Iiiiii\L 1, Ititi ,' •-ii -..,, ,1,,:i cog:0 4iiir:joripm...1 ,11‘ o (cf AN, iii, , 4t....44: ,' vpiallilldL__... ...j.„_ aw. ..1..., 1 ' 41 lAili 't k / .4 l. • f N I»nd1 fi C� t ' y..1 hila_ , 1 ) ).4 i 1 i cis,- ;t3 4 '\, j -1 ,a, ret, -•"'N • ;I to ,. \ w ._ 46 iIfrIk „, il ilk ilMit.1 \ UM ►sti r`-�.` 1110147t- •i Ift, , le i cir k \MP --t !/ I .-_,ref im-aingt ---='d ' Ali..-11711-A•.N1' \ ii 1.i-4::jig ii;. __,,.7 a , 41116, - i . MN via 1 • It i 4 IS i ; mar '' Q ` /, inil.1.16 ititi* llil 4.1 i lint mmiaPE, , v. ‘, ,. Agom 7/ 341_ 2, . . . ere itoity„ 1 2 " 611 ‘44'- ,t i U-''IMI 1 *Ulli I ( , 4,l... b. ' \vi allir"1114 ''s glf - i . , 'Fitratt-et'irt - iiiiv—E, itb.00.6--,k 11W, sno 1 r alit \11-41Mario..77:_itoti 0.10111 --• _. . , r*. - E„,-- i_.. , rem jumps '.- ; :-,. /marl lot ,, - if __ ___. .\ : _ - 44 11 " - --'..) `a .---- , 1 . , lam, jo, •, , • -=' 1. ,t.9► ,ri , .\,,,__ Y 4"; Q mii,.._,. ,. 4. ,,,- • jr .Ire 0,,, i��-44, , mi, i ,ii lar,.. . , -110.„411,1 all , 7', (11 P% - '' . ---- - ' -----------1-.WarAli 'r: t stov CP '4.=AVAINEENtlif _. _ 100-YEAR 24-HOUR PRECIPITATION riliMl .. F R- 0.3.4 ISOPLUVIALS OF100-YEAR 24HOUR PsIrate/aV . {tvOc R� = 5.5 .(- TOTAL PRECIPITATION IN INCHES O• 03 WIPP 0 1 2 3 4 5 6 7 8 Mlles 43 -, 3.5.1-13 Dv �O ' - 1:300,000 1/90 Appendix B Waterworks Input/Output Data I 3/27/01 2 : 50:43 pm American Engineering Inc page 1 __. THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS • BASIN SUMMARY BASIN ID: EX-0.5 NAME: EXISTING 6-MONTH STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 1.28 inches AREA. . : 5.91 Acres 0. 13 Acres TIME INTERVAL • 10. 00 min CN • 82 . 87 98. 00 TC • 51.85 min 51.85 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns: 0. 4000 p2yr: 2 . O0 .s: 0. 0403 TcReach - Shallow L: 150. 00 ks:9. 00 s: 0. 0131 PEAK RATE: 0. 11 cfs VOL: 0.14 Ac-ft TIME: 760 min BASIN ID: EX-02 NAME: EXISTING 2-YR. STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 5.91 Acres 0. 13 Acres TIME INTERVAL 10. 00 min CN • 82 . 87 98. 00 TC • 51. 85 min 51. 85 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns: 0.4000 p2yr: 2 . 00 s: 0. 0403 TcReach - Shallow L: 150. 00 ks:9. 00 s: 0. 0131 PEAK RATE: 0.44 cfs VOL: 0.36 Ac-ft TIME: 490 min BASIN ID: EX-10 NAME: EXISTING 10-YR. STORM SBUH METHODOLOGY .TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2 .90 inches AREA. . : 5. 91 Acres 0. 13 Acres TIME INTERVAL • 10. 00 min CN • 82 .87 98 . 00 TC • 51. 85 min 51. 85 min ABSTRACTION COEFF: 0. 20 TcReach - Sheet L: 300. 00 ns: 0. 4000 p2yr: 2 . 00 s: 0. 0403 TcReach - Shallow L: 150. 00 ks:9. 00 s: 0. 0131 PEAK RATE: 1. 04 cfs VOL: 0.70 Ac-ft TIME: 490 min 3/27/01 2 :50:43 pm American Engineering Inc page 2 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS BASIN SUMMARY BASIN ID: EX-100 NAME: EXISTING 100-YR. STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 3 .90 inches AREA. . : 5. 91 Acres 0. 13 Acres TIME INTERVAL • 10. 00 min CN • 82 . 87 98 . 00 TC • 51. 85 min 51. 85 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300. 00 ns: 0. 4000 p2yr: 2 . 00 s: 0. 0403 TcReach - Shallow L: 150. 00 ks: 9. 00 s: 0. 0131 PEAK RATE: 1. 82 cfs VOL: 1. 12 Ac-ft TIME: 490 min 3/27/01 2 : 51: 0 pm American Engineering Inc page 1 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS BASIN SUMMARY , BASIN ID: DEV-0.5 NAME: DEV. 6-MONTH STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • • KC24HR • PERV IMP PRECIPITATION • 1.28 inches AREA. . : 2 .48 Acres 3 . 56 Acres TIME INTERVAL 10. 00 min CN • 86. 00 98. 00 TC 5. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 . _ PEAK RATE: . 1.23 cfs VOL: 0. 39 Ac-ft TIME: 470 min BASIN ID: DEV-02 NAME: DEV. 2-YR. STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2 . 00 inches AREA... : 2 .48 Acres 3 .56 Acres TIME INTERVAL • 10. 00 min CN • 86. 00 98. 00 TC 5. 00 min 5. 00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 2 .29 cfs VOL: 0.70 Ac-ft TIME: 470 min • BASIN ID: DEV-10 NAME: DEV. 10-YR. STORM SBUH METHODOLOGY TOTAL AREA • 6.04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE • KC24HR PERV IMP PRECIPITATION • 2 .90 inches AREA. . : 2 . 48 Acres 3 . 56 Acres TIME INTERVAL • 10. 00 min CN • 86. 00 98 . 00 TC... . . : 5. 00 min 5. 00 min ABSTRACTION COEFF: 0. 20 PEAK RATE: 3 .70 cfs VOL: 1. 12 Ac-ft TIME: 470 min BASIN ID: DEV-100 NAME: DEV. 100-YR. STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 .90 inches AREA. . :. 2 . 48 Acres 3 . 56 Acres TIME INTERVAL 10. 00 min CN • 86. 00 98. 00 TC • 5. 00 min 5. 00 min ABSTRACTION COEFF: 0. 20 PEAK RATE: 5. 31 cfs VOL: 1. 59 Ac-ft TIME: 470 min page 2 : 51: 29 pm American Engineering Inc p ge 1 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS BASIN SUMMARY BASIN ID: DV-PT\WQ NAME: DEV. MEAN ANNUAL STORM SBUH METHODOLOGY TOTAL AREA • 6. 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 0. 67 inches AREA. . : 2 .48 Acres 3 . 56 Acres TIME INTERVAL 10. 00 min CN • 86. 00 98. 00 TC • 5. 00 min 5. 00 min ABSTRACTION COEFF: 0. 20 PEAK RATE: 0.48 cfs VOL: 0. 15 Ac-ft TIME: 470 min Vd I(4 evi r); Pep 51-4 re • uir� �a ✓ Wa`1e✓ Qua%t 17/ ---_ 6,61 �`3 3/28/01 11: 30: 37 am American Engineering Inc page 1 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS STAGE STORAGE TABLE RECTANGULAR VAULT ID No. 1 Description: UNDERGROUND DETENTION VAULT Length: 103 . 00 ft. Width: 29. 00 ft. voids: 1. 000 STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 392.91 0.0000 0.0000 394.10 3555 0.0816 395.30 7139 0.1639 396.50 10723 0.2462 393.00 268.83 0.0062 394.20 3853 0.0885 395.40 7438 0.1707 396.60 11022 0.2530 393.10 567.53 0.0130 394.30 4152 0.0953 395.50 7736 0.1776 396.70 11321 0.2599 • 393.20 866.23 0.0199 394.40 4451 0.1022 395.60 8035 0.1845 396.80 11619 0.2667 393.30 1165 0.0267 394.50 4749 0.1090 395.70 8334 0.1913 396.90 11918 0.2736 393.40 1464 0.0336 394.60 5048 0.1159 395.80 8632 0.1982 397.00 12217 0.2805 393.50 1762 0.0405 394.70 5347 0.1227 395.90 8931 0.2050 397.10 12516 0.2873 393.60 2061 0.0473 394.80 5645 0.1296 396.00 9230 0.2119 397.20 12814 0.2942 393.70 2360 0.0542 394.90 5944 0.1365 396.10 9529 0.2187 397.30 13113 0.3010 393.80 2658 0.0610 395.00 6243 0.1433 396.20 9827 0.2256 397.40 13412 0.3079 393.90 2957 0.0679 395.10 6542 0.1502 396.30 10126 0.2325 397.50 13710 0.3147 394.00 3256 0.0747 395.20 6840 0.1570 396.40 10425 0.2393 rqd e, a 4 . 5 3/28/01 11: 29: 35 am American Engineering Inc page 1 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2-YR.\2-YR. 0.44 2.29 1 1C 395.60 4 0.44 8025.72 cf 10-YR.\10-YR. 1.04 3.70 1 1C 396.91 5 1.07 11949.74 cf 100-YR.-NOT MATCHED 1.82 5.31 1 1C 397.52 6 4.15 13781.17 cf 3/27/01 3 :22: 20 pm American Engineering Inc page 2 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS __ STORM DETENTION CALCULATIONS STAGE STORAGE TABLE RECTANGULAR VAULT ID No. 2 Description: UNDERGROUND DETENTION VAULT Length: 134 . 00. ft. Width: 29. 00 ft. voids: 1. 000 STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 392.91 0.0000 0.0000 394.10 4624 0.1062 395.30 9288 0.2132 396.50 13951 0.3203 393.00 349.74 0.0080 394.20 5013 0.1151 395.40 9676 0.2221 396.60 14339 0.3292 393.10 738.34 0.0169 394.30 5402 0.1240 395.50 10065 0.2311 396.70 14728 0.3381 393.20 1127 0.0259 394.40 5790 0.1329 395.60 10453 0.2400 396.80 15117 0.3470 393.30 1516 0.0348 394.50 6179 0.1418 395.70 10842 0.2489 396.90 15505 0.3559 393.40 1904 0.0437 394.60 6567 0.1508 395.80 11231 0.2578 397.00 15894 0.3649 393.50 2293 0.0526 394.70 6956 0.1597 395.90 11619 0.2667 397.10 16282 0.3738 393.60 2681 0.0616 394.80 7345 0.1686 396.00 12008 ,0.2757 397.20 16671 0.3827 393.70 3070 0.0705 394.90 7733 0.1775 396.10 12396 0.2846 397.30 17060 0.3916 393.80 3459 0.0794 395.00 8122 0.1864 396.20 12785 0.2935 397.40 17448 0.4006 393.90 3847 0.0883 395.10 8510 0.1954 396.30 13174 0.3024 397.50 17837 0.4095 394.00 4236 0.0972 395.20 8899 0.2043 396.40 13562 0.3113 sfro e, gda4, 3® (1/ .5, ____ 3/27/01 3 : 22 : 22 pm American Engineering Inc page 6 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2-YR.\2-YR. 0.44 2.29 2 1C 395.21 4 0.41 8948.41 cf 10-YR.\10-YR. 1.04 3.70 2 1C 396.33 5 0.86 13292.99 cf 100-YR.-NOT MATCHED 1.82 5.31 2 1C 397.28 6 3.33 16977.78 cf 3/27/01 3 : 22 : 20 pm American Engineering Inc page 3 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS STAGE DISCHARGE TABLE • MULTIPLE ORIFICE ID No. 1 Description: ORIFICE DISCHARGE Outlet Elev: 392 .91 Elev: 98. 00 ft Orifice Diameter: 3 . 1465 in. Elev: 395.71 ft Orifice 2 Diameter: 4 . 1074 in. STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs ' (ft) ---cfs (ft). ---cfs (ft) ---cfs 392.91 0.0000 394.00 0.2805 395.10 0.3976 396.20 0.8078 393.00 0.0806 394.10 0.2931 395.20 0.4066 396.30 0.8463 393.10 0.1171 394.20 0.3051 395.30 0.4153 396.40 0.8822 1393.20 0.1447 394.30 0.3168 395.40 0.4239 396.50 0.9160 393.30 0.1678 394.40 0.3279 395.50 0.4324 396.60 0.9480 393.40 0.1881 394.50 0.3388 395.60, 0.4406 396.70 0.9786 393.50 0.2064 394.60 0.3493 395.70 0.4488 396.80 1.0079 393.60 0.2232 394.70 0.3595 395.80 0.5941 396.90 1.0361 393.70 0.2388 394.80 0.3694 395.90 0.6641 396.91 1.0389 393.80 0.2535 394.90 0.3790 396.00 0.7188 393.90 0.2673 395.00 0.3884 396.10 0.7658 , 3/27/01 3 :22 :20 pm American Engineering Inc page 4 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS STAGE DISCHARGE TABLE RISER DISCHARGE ID No. 1A Description: OVERFLOW RISER Riser Diameter (in) : . 12 . 00 elev: 396. 91 ft Weir Coefficient. . . : 9 .739 height: 397 . 50 ft Orif Coefficient. . . : 3 . 782 increm: 0. 10 ft STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 396.91 0.0000 397.10 0.8066 397.30 2.3720 397.50 2.9050 397.00 0.2630 397.20 1.5209 397.40 2.6474 3/27/01 3 : 22 :20 pm American Engineering Inc page 5 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS • STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. 1C Description: COMBINED DISCHARGE Structure: 1 Structure: • Structure: 1A Structure: • Structure: STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 392.91 0.0000 394.10 0.2931 395.30 0.4153 396.50 0.9160 393.00 0.0806 _ 394.20 0.3051 395.40 0.4239 396.60 0.9480 393.10 0.1171 394.30 0.3168 395.50 0.4324 396.70 0.9786 393.20 0.1447 394.40 0.3279 395.60 0.4406 396.80 1.0079 393.30 0.1678 394.50 0.3388 395.70 0.4488 396.90 1.0361 393.40 0.1881 394.60 0.3493 395.80 0.5941 397.00 1.3263 393.50 0.2064 394.70 0.3595 395.90 0.6641 397.10 1.8963 393.60 0.2232 394.80 0.3694 396.00 0.7188 397.20 2.6363 393.70 0.2388 394.90 0.3790 396.10 0.7658 397.30 3.5122 393.80 0.2535 395.00 0.3884 396.20 0.8078 397.40 3.8119 393.90 0.2673 395.10 0.3976 396.30 0.8463 397.50 4.0931 394.00 0.2805 395.20 0.4066 396.40 0.8822 3/27/01 3 :22 :20 pm American Engineering Inc page 1 THE PLAT OF VINEYARD, JOB NO. 9838 HYDRAULIC ANALYSIS STORM DETENTION CALCULATIONS ', HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 2 .287 470 30573 cf 6. 04 — Qz 2 3 . 696 470 48685 cf 6. 04 -- 4?/d (2 .0 3 5.314 470 69476 cf 6. 04 -- i, 4 0.408 780 30573 cf 6. 04 -- pl._ �'?E`�a:;'.C,.r e �- -4Pr4,, .-_ 5 0.857 550 48685 cf 6. 04 � N? �3U � Q 5 6 3 . 328 500 69476 cf 6. 04 C'�APL) 1.7e5'i6R'4` G...( w7 ro /4'0 Appendix C Wetland Report TERRA ASSOCIATES, Inc. 1 Consultants in Geotechnical Engineering, Geology ... . and • Environmental Earth Sciences December 13, 1999 Project No.T-4011 Mr.Robert Wenzl Belmont Homes,Inc. P.O.Box 2401 Kirkland,Washington 98083 Subject: Wetland Evaluation Report Vineyard Court Renton,Washington • Dear Mr.Wenzl: As requested, we have conducted a wetland evaluation of the Vineyard Court property located east of Union Avenue NE, south of NE 7th Street, and north of NE 5th Street in Renton,Washington. The purpose of our work was to evaluate existing site conditions and delineate the boundaries of the wetland areas known to be present on the property. Our site evaluation and delineation of wetland conditions was conducted using the routine methodology outlined in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (1989), as required by the City of Renton. These procedures involve analyses of vegetation patterns, soil conditions, and surface hydrology to distinguish between wetland and upland areas. We originally delineated the northern extent of Wetland A during a site visit on July 16, 1997. Mead Gilman and Associates surveyed those flag locations. The southern portions of Wetland A and Wetland B were evaluated during our second and third site visits, on April 15 and 17, 1998. We made another site visit on February 25, 1999, to review the.delineation of the northern extent of Wetland A and to evaluate the extent of buffer disturbance. PROCEDURES For the purpose of this study, we used the wetland definition adopted by the Environmental Protection Agency (EPA) and the Army Corps of Engineers (COE) for administering Section 404 of the Clean Water Act. According to this definition,wetlands are: Those areas that are inundated or saturated by surface or groundwater at a frequency and duration II sufficient to support, and under normal conditions do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes,bogs, and similar areas. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 . Phnne (425) 821-7777 • Fax (425) 821-4334 • terra@terra-associates.com Mr.Robert Wenzl December 13, 1999 In accordance with this definition, a given area is designated as jurisdictional wetland if the hydrology results in inundated or saturated soils during the growing season, hydric soils are present, and the dominant vegetation is hydrophytic. Delineation procedures are based on diagnostic environmental indicators of wetland vegetation,wetland soils, and wetland hydrology. These procedures, outlined in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (1989), are commonly known as the Triple Parameter Method. By definition, an area is designated as wetland when there are positive indicators for all three parameters. A listing of plant species has been developed for use in the methodology for delineating wetland areas. This listing assigns plant species to one of five indicator status categories, ranging from Obligate wetland species, which almost always occur in wetlands, to Upland species, which rarely occur in wetlands. Under normal conditions,hydrophytic vegetation is determined to be present if more than 50 percent of the dominant species are in the Obligate (OBL),Facultative Wetland(FACW),or Facultative(FAC) indicator categories. Diagnostic indicators of hydric soils are related to soil saturation, which leads to anaerobic conditions in the soil. Under these conditions, decomposition of organic material is inhibited and soil minerals are reduced, giving characteristic soil colors that can be quantified by comparison with Munsell Soil Color Charts. A chroma of one or less in unmottled soils or a chroma of two or less in mottled soils generally indicates a hydric soil. In addition, soils that are saturated during the growing season satisfy a criterion for hydric soils. We used a hand auger to collect soil samples for determination of hydric soil criteria. Wetland hydrology is defined as inundated or saturated soil conditions for at least 5 percent(14 consecutive days) of the growing season. If no water is present at the time of evaluation, other indicators may include topographic low points or channels, flood debris, complete absence of vegetation, or presence of hydric soils. Standardized data forms are available to record observations on each of these parameters. We completed data forms for the Routine On-Site Determination Method. Copies of these data forms are attached to this report. SITE CONDITIONS The approximately 7.18-acre irregularly shaped subject property is located east of Union Avenue NE, as shown on Figure 1. Older single-family residences occupy adjacent properties to the south and west. Adjacent properties to the north and east have recently been developed with single-family residences as a part of the Orchards project. Currently, the subject property is developed with five small single-family residences. The remainder of the property is open forest dominated by Douglas fir (Pseudotsuga menziesii), big-leaf maple (Acer macrophyllum), red alder (Alnus rubra), and black cottonwood (Popuhus trichocarpa). The understory includes salmonberry (Rubus spectabilis), salal (Gaultheria shallon), creambush oceanspray (Holodiscus discolor), and sword fern (Polystichum munitunz). The open areas around the residences include grassy lawns and some landscaping. There are thickets of Himalayan blackberry (Rubus discolor) and Scot's broom (Cytisus scoparius) in disturbed areas. Other plant species observed on the property are listed on Table 1. Project No.T-4011 Page No. 2 Mr.Robert Wenzl December 13, 1999 The area around the northern residence has recently been cleared to remove large quantities of debris. The clearing removed virtually the entire understory, which was dominated by Himalayan blackberry, with lesser amounts of salmonberry,red elderberry(Sambucus racemosa), and Indian plum(Oemleria cerasiformis). The Soil Survey of King County Area, Washington, U.S. Soil Conservation Service, 1973 maps the soils on the property as Alderwood gravelly.sandy loam. The Alderwood soil type is characterized as a moderately well- drained soil and is not included on the National Technical Committee on Hydric Soils (NTCHS) listing of hydric soils. Topographically, the site slopes gradually down from a high point at the east side of the property to lower points L • along the western border. A low swale crosses the southeast corner of the site. The site is located on a plateau at approximately Elev.400. WETLAND AREAS Two areas with wetland conditions are located on the subject property, as shown on Figure 2. Wetland A is located in the low areas in the northwest corner and extends southwest off the property. The wetland extends back onto the subject property in the southwest. Terra Associates, Inc. delineated the boundaries of these [_ wetlands across the property. Mead Gilman and Associates,Inc. surveyed the delineation flags. This delineation was conducted using procedures outlined in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands (1989). However, using procedures in the Corps of Engineers Wetlands Delineation Manual (1987) would result in no change in this delineation. Wetland A • Wetland A extends from the northwest property line southwest to Union Street. Two gravel roads cross over the wetland. The first gravel road runs east to west at Lot 39, and the second is at NE 6th Street. The total area of wetland on and off the property is estimated to be less than five acres. This wetland is dominated by forested vegetation. The most abundant tree species include black cottonwood, Oregon ash(Fraxinus latifolia), and red alder. Scouler willow(Salix scouleriana),Pacific ninebark(Physocarpus capitatus), and salmonberry are common shrubs. The dominant herbaceous vegetation includes slough sedge (Carex obnupta), lady-fern (Athyrium ftlix femina), reed canary grass (Phalaris arundinacea), and creeping buttercup (Ranunculus repens). More details are provided on Data Forms 4, 5,7 and 9. V Soil colors in the wetland area ranged from black (10YR2/1) with no mottles to dark brown (10YR3/3) with traces of dark yellowish brown (10YR3/4) mottles. Soil samples throughout the wetland had a histic epipedon, which is a very high organic content in the surface layer. This feature is a thin layer of peat over mineral soil. The soils were generally moist to the surface throughout the wetland area, and saturated or inundated in some I'r`- areas during our site visit in April 1999. Soils in the adjacent upland areas were dark brown (10YR3/3) to dark yellowish brown(10YR3/4)without mottles. • Project No.T-4011 Page No.3 L Mr.Robert Wenzl December 13, 1999 • Wetland B Wetland B is located in the southeast corner of the Vineyard Court site. The entire perimeter of this wetland was delineated. This wetland is approximately 3,920 square feet(0.09 acres). Wetland B is dominated by relatively young broadleaf deciduous tree species, including red alder and Scouler willow. Hardhack spirea (Spiraea.douglasii), salmonberry, and pea-fruit rose (Rosa pisocarpa) are common shrubs. Data Form 1 provides more detailed information. The dominant herbaceous vegetation is reed canary grass and soft rush(Juncus effusus). Soil colors in this wetland area are generally black (10YR2/1) without mottles, but oxidized root zones are present. These soils were saturated at a depth of about 20 inches during our site visit in April 1999. Soils in the adjacent undisturbed upland area are dark brown(10YR3/3)without mottles. Hydrologically, this wetland appears to be supported by a shallow seasonal groundwater table. There is some surface runoff through a ditch from the Orchards development on adjacent property. Any surface flow into this area appears to infiltrate quickly, and there is no surface outlet. The southwest end of this wetland is adjacent to landscaped backyards. Wetland B and its buffers have been heavily disturbed by past activities. The southern edge of the wetland is close to a fence and landscaped yards. An old residence and gravel parking area are close to the northern edge of the wetland. The Orchards development has cleared and graded the adjacent property to the east. The young vegetation in the wetland indicates that it was probably cleared between 10 and 15 years ago. Wetland B has generally low functional values,primarily because of its very small size, disturbed conditions, and isolated condition in a residential area. Flood/stormwater control, base flow/groundwater support, and water quality improvement have moderate values. Erosion/shoreline protection, natural biological support, overall habitat functions, specific habitat functions, and cultural/socioeconomic values have a low rating. Details of the functional analyses are provided on Table 2. Using the USFWS wetland classification system (Cowardin et al., 1979), Wetland B is dominated by palustrine forested wetland with broad-leaved deciduous vegetation (PFO1), although the trees are very young and of relatively low stature. This area is not mapped on the National Wetland Inventory Map (Renton quadrangle, USFWS, 1988) or in the King County Sensitive Areas Map Atlas. It is our interpretation of the City of Renton Wetlands Management Ordinance that this wetland satisfies the severely disturbed criteria to be a Class 3 wetland. However, the City of Renton Code specifies that Class 3 wetlands must be greater than 5,000 square feet in size(Section 4-32-3.D.3). This wetland area is less than 5,000 square feet in size,and therefore,,is unregulated by the City of Renton. Project No.T-4011 Page No.5 . Mr.Robert Wenzl December 13, 1999 Restoration of Wetland A As discussed, there was recent fill put into the southeast edge of the wetland and buffer. Some trees and nearly the entire understory were removed from this area. The approximate location of the fill is shown on Figure 2. The fill should be removed and the impacted wetland and buffer should be replanted with native vegetation. Vegetation should include native species such as western red cedar, black cottonwood, red-osier dogwood (Cornus sericea), wild rose (Rosa pisocarpa), and willow(salix). A final"restoration plan will be prepared when the final grading plans are available for Vineyard Court. We trust this information is sufficient for your current needs.. If you have any questions or require additional information,please call. _ Sincerely yours, TERRA ASSOCIATES,INC. ,gyp Garet P.Munger Project Scientist • Encl: Table 1 -Plant Species Observed Table 2 -Wetland Functional Value Summary ._ Figure 1 -Vicinity Map Figure 2 -Wetland Location Map Data Forms(10) • • • • Project No.T-4011 Page No.6 - . TABLE 1 - • . PLANT SPECIES OBSERVED Vineyard Court • Renton,Washington • Scientific Name Common Name Status* Upland Wetland TREES . Acer macrophyllum Big-leaf maple • FACU X X Alnus rubra • Red alder FAC. X X Fraxinus latifolia Oregon ash FACW X Populus trichocarpa Black cottonwood FAC " X X Prunus emarginata Bitter cherry FACU. X Pseudotsuga menziesii Douglas fir FACU X Sal ix lasiandra Pacific willow FACW X Thuja plicata Western red cedar FAC . X X Ulmus sp. Elm X SHRUBS Acer circinatum Vine maple FAC X X • Cornus stolonifera Red-osier dogwood FACW X X Corylus cornuta Beaked hazelnut FACU X Crataegus monogyna One-seed hawthorn FACU X X Crataegus douglasii Black hawthorn FAC. X X Cytisus scoparius Scot's broom UPL X Gaultheria shallon Salal FACU X • Holodiscus discolor Creambush ocean-spray UPL X X - Ilex aquifolium English holly UPL _ X . X Oemleria cerasiformis Indian plum UPL X X Mahonia nervosa .. Cascade Oregon grape UPL X Physocarpus capitatus Pacific ninebark FACW X X Rhamnus purshiana Cascara FAC X Ribes lacustre Prickly currant -FAC X • Rosa pisocarpa Peafruit rose FAC X X . Rubus discolor Himalayan blackberry FACU .X . X Rubus laciniatus Evergreen blackberry FACU X Rubus parviflorus Thimbleberry - FAC X .Rubes spectabilis Salmonberry FAC X X - Rubus ursinus Trailing blackberry FACU_ X X Salix scouleriana Scouler's willow FAC X Sal ix sp. • Willow X Sambucus racemosa . Red elderberry FACU X Spiraea douglasii Hardhack spirea FACW - X X Sorbus aucuparia • , European mountain ash . UPL X ' Symphoricarpos albus Snowberry NI . X X Vaccinium parvifoliun: Red huckleberry UPL X HERBS • Agrostis tennis Colonial bentgrass UPL X Athyrium filix femina Lady fern - FAC X X Bromus vulgaris Columbia brome UPL X Carex sp. Sedge . . X (Continued on next page) • TABLE 1(Continued) . PLANT SPECIES OBSERVED ON-SITE - Vineyard Court . Renton,Washington Scientific Name Common Name Status* Upland Wetland HERBS(Continued) Carex canescens Gray sedge FACW - X Carex obnupta Slough sedge OBL X Circaea alpina • Enchanter's nightshade FAC X Cirsiunt vulgare ' Bull thistle FACU X ' Dactylis glomerata Orchard grass FACU X Dicentra formosa Bleeding heart FACU X Epilobium angustifolium Fireweed FACU X Epilobium paniculatum Willow-herb UPL X Geranium robertianum Robert geranium UPL X X Geum macrophyllum Large-leaved avens FACW X X Glyceria elata Tall mannagrass FACW X Graminae spp. - Grasses X X Hypochaeris radicata Hairy cat's ear UPL X Juncus effusus Soft rush FACW X Lapsana communis Nipplewort UPL X Lolium perenne. Perennial ryegrass FACU X Lythrum salicaria Purple loosestrife FACW X Maianthemum dilatatum False lily-of-the-valley FAC X Montia sibirica Western spring beauty FAC X Phalaris arundinacea Reed canary grass ... _ FACW X X _ Plantago lanceolata Rib plantain FAC X Plantago major Broadleaf plantain FACU X Poa pratensis Kentucky bluegrass FAC - X X Polygonum sachalinense Giant knotweed FACU X Polystichum munitunt Sword fern FACU X X Pteridium aquilinum Bracken fern FACU X Ranunculus repens Creeping buttercup FACW X X Rumex crispus Curly dock FAC X . X. Scirpus microcarpus Small-fruit bulrush OBL . X Taraxacunt officinale Common dandelion FACU X Trifolium pratense Red clover FACU . X _ Trifolium repens White clover FAC X - Trillium ovatum Western trillium FACU X _ Typita latifolia Cattail OBL X Veronica americana American brooklime_ OBL • X *Wetland Indicator Status: - OBL Obligate wetland-almost always occurs in wetlands. . FACW Facultative wetland-usually occurs in wetlands,but may be found in uplands. ' FAC Facultative-equally likely to occur in wetlands or uplands. • FACU Facultative upland-usually occurs in uplands,but may be found in wetlands. - UPL Upland-almost always occurs in uplands. Blank Insufficient information to assign a status. : . ' • TABLE 2 WETLAND FUNCTIONAL VALUE SUMMARY Vineyard Court Renton,Washington Wetland A Functional Wetland Function(1) Rating Comments Flood/Stormwater Control High Relatively small size,depression near headwater,moderate forest cover,culverted outlet,upper third of drainage. Base Flow/Groundwater Support Moderate Relatively small size,depression near headwater,moderate forest cover,seasonally flooded or saturated,possible fish populations downstream. Specific Habitat Functions Moderate Poor invertebrate and fish habitat,moderate quality habitat for amphibians,birds,and mammals. Water Quality Improvement Moderate Moderate flow through site,moderate vegetative cover,upstream basin is heavily developed,moderate runoff retention. Natural Biological Support Moderate . Relatively small size,moderate vegetation structure,two habitat types,some invasive species,moderate species diversity,moderate productivity and organic accumulation,low organic export,some special habitat features,buffers highly disturbed,isolated from upland habitats. • Overall Habitat Functions Low . Relatively small size,moderate habitat diversity,low sanctuary or refuge potential. Erosion/Shoreline Protection Low Relatively narrow wetland with sparse trees and shrubs above OHWM,heavily developed boundary area. Cultural/Socioeconomic Low Low educational opportunities,low aesthetic value,no fish resources,no historical or archeological resources,no recreational opportunities,private ownership,not near open space. Wetland Area Less than ten acres Wetland Community Type(s)(2) Palustrine forested, broad-leaved deciduous(PFOI)Palustrine scrub-shrub, broad-leaved deciduous(PSS1) Wetland Category Renton Class 2 Wetland (l) Based on Cooke,S.S. (1996) Wetland and Buffer Functions Semi-Quantitative Assessment Method (2) Cowardin et al(1979) Classification of Wetlands and Deepwater Habitats . TABLE 2(Continued) WETLAND FUNCTIONAL VALUE SUMMARY Vineyard Court Renton,Washington Wetland B Functional • Wetland Function') Rating Comments Flood/Stormwater Control Moderate Very small size,isolated depression,moderate forest cover,no outlet,upper third of drainage. Base Flow/Groundwater Support Moderate Very small size,isolated depression,moderate forest cover, temporarily flooded or saturated,no fish populations downstream. . Erosion/Shoreline Protection Low Very narrow wetland with sparse trees and shrubs at OHWM, heavily developed subcatchment. Water Quality Improvement Moderate Slow flow through site,moderate vegetative cover,upstream basin is heavily developed,moderate runoff retention. Natural Biological Support Low Very small size,moderate vegetation structure,one habitat type, some invasive species,moderate species diversity,moderate productivity,low organic accumulation,low organic export,few special habitat features,buffers highly disturbed,isolated from upland habitats. Overall Habitat Functions Low Very small size,low habitat diversity,and low sanctuary or refuge potential. Specific Habitat Functions Low Poor invertebrate,fish,and mammal habitat,moderate quality habitat for amphibians and birds. Cultural/Socioeconomic Low Low educational opportunities,low aesthetic value,no fish resources,no historical or archeological resources,no recreational opportunities,private ownership,not near open space. Wetland Area Less than 5,000 square feet Wetland Community Type(s)(2) Palustrine forested, broad-leaved deciduous(PFO1) Wetland Category Renton Class 3 Wetland(Unregulated) • (l) Based on Cooke,S. S. (1996) Wetland and Buffer Functions Semi-Quantitative Assessment Method (2) • Cowardin et al (1979) Classification of Wetlands and Deepwater Habitats • • it i a••#.. ■ m w .T :r :.<> 5E g •• 7'.r i� r,uiom taw:r,miwe F t077X PLI i i s mar i sy ® s 16�:. - _riwa N ," ME 1 T. ° u r - .- yl- - Aj ico ia sew F ET• .k ,-s \ •if V13J - ". 1 - 4. tg JrP W 10 i F.K 1LTN / a'-' sT • . IIo<w +1 - il' `re . !•1: M_ 4. l I1 yIS o id »TM TNT I'F�_ ' CRf K.:'.!.- � I� SS�U,'� k, s I:� i1l�i—{� Ory ♦ is gE� 8 NE �' 12TH r ST SE 11 5T5T ~ ai NE IZTN - ST y 240 ,�x 1 fl s,un'aT ,'I �:r 2100 82 ,r 6':cr.., / �.+ x I. SL.. 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Y i L ml Orr u fRE > ='; < w i.';;: SE 124TNS a� p�. 1 < NE ; 4`:a;.:a W- ST m`� _ - .. _': :.W ....:t T /�'" - S " I tam ^V sIV ~i ..,� / �_„%/-`I .NE �(L. L NE_ 2ND ST �N „21m I a �115 Ls _ 152N0 ST ot, 3L00 p '- Ig ^� L� �+ •.. .._ EnT or ur• :° -I7 EI1SaEi i4 ' Y, u lrnl lczar.\ I.. rT ESTATES y USN d A .I ruu,Ie\ I. . . . SEST R MTN I ST :� SE ND ' : RENTON :�..: ; • .� g , x _ L100 ��L�bq/ L oty, ��j�+ \CC SE • 9 , 'E' •'• no, SE 4T<r'N A,..0, P K 71,'" .;,. '�\ ;tsi\`'q` SE STH - ` SE ^ t 4''2p: RD • • In;r''�:;%...;• :���i?RIVERPrEY.IJ.Oo-",-,. - .ort St _ . ITN Cr. •ys. ::.-.';.;.:.;::...;.. LrKr. .EJ,, .. _._. t' rfcar.,wRIVERl; '�%:••;`, \ K1PLE7�W� % t -- �-1144,MA: .' • i . Reference: The Thomas Guide, Metropolitan Puget Sound, Pages . 626 and 656, 2000 Edition. . VICINITY MAP - ., /.;:.:` TERRA Vineyard Court • \��``.. ..• ASSOCIATES Renton, Washington •• '•• vironmental Consultants : . Proj. No. T-4011 Date Dec. 1999 Figure •1 . I.. ------- -- . ...._ - . -i- . -- - -' ,' ( • DP10 -- i I . I0, • • • • • I • HE- 6th '_' " _ J24'00 Ci In 1- C ttrtatro 70 n 1 I. WETLAND 00,•o 0 ,.b H ! I ., 814re' 0# - i 1 r ; I� JI • DP5 • • DP6 �1.0 o ,, L__ _-•----________. EXISTING GRAVEL ROAD ----------------------------------.— IcyMO ..d . — Wetland Boundary • ./ `� ' — Approximate Wetland Boundary ,;I � I i - pp 1 - --- ------_.-..-_____.._.__-------•------•- i I 31452)119 ! ' I • Approximate Data Point Location 1 i ',..j �� I i j cp i <g,. j # I p - - Fill*-Fill to be removed from wetland I . .0 See Terra Associates report T-3718-3, ;,____-_f I 1 ,.z. t 1: I ' dated December 3, 1999,for the results of •r• (` I 1Illk I i environmental testing. Wetland shall be i - restored following removal of fill. -- I 1Ar O' �` I 'gib,' , I ij , • - - • l / EXISTING GRAVEL ROAD -i*-m. _ I c , :)w: • DP4— i k_...1";,._., . ..- • . • '. • .7 __• • . "o._ ---= oo, �'c. NE 6th Street 0 0'� c(o I APPROXIMATE SCALE _ I ler - '�"1'- O \ �-- 0,.�. 0,.�' !:,o=' I %�'' 30 0 30 60 feet I ? ,.,WETLAND A I T Ow. T;y- -- I j • I: c . ! FILL* ' L m �,, ' � -�7 , ! 1 ?ram#• '''-• ID13)8 ! 1 ' •s.1-•• ''6 ? . . ' " i •At/ • • . ` '-=-�� HOUSE sso� i ' UHE . DP25Q ; - - .._. "' • ' DP1 i ERRA WETLAND LOCATION MAP _ .J��y�/�J! „,!'� �`/ • 1 •A; .ry�`.,.:,«. T Vineyard Court 1� ~ "T --F��^ ETLAND .j = _'� • Cc e - " Renton,' Washington \N.N.1 �o°.'}c,. a C7 .T r I-' •` AVVO�IA�Ev -• °� •f • •• ' Environmental Consultants _ - �.1 . I� •,-� ,. Proj.No. T-4011 Date Dec. 1999 Figure 2 • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Forested wetland Data Point No.: 1 Conditions: Site Disturbance? Young broadleaf trees, close to landscaped yard, Location: —10'S of TA-8-A inlet channel has been ditched from adj.property. VEGETATION • 3-4 o " E o crzi E Dominant Plant Species r Dominant Plant Species 4 1 Salix scouleriana FAC T 8 Glyceria elata FACW H 2 Alnus rubra FAC T 9 3 Spiraea douglasii FACW S 10 4 Rubus spectabilis FAC S 11 5 Rosa pisocarpa FAC S 12 6 Juncus effiisus FACW H 13 7 Carex sp. H 14 Percent of dominant species that are OBL,FACW, and/or FAC: 100 Is the hydrophytic vegetation criterion met? Yes Rationale: >50%FAC, FACW, or OBL SOIL Soil Type: Alderwood grazvelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? Yes Gleyed? No Matrix Color: 10 YR 2/1 Mottle Colors: 10 YR 4/6 Depth: 10" Other hydric soil indicators: Oxidized root zones Is the hydric soil criterion met? Yes Rationale: Low chroma with mottles HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? Yes Depth to free-standing water in probe hole: —20" Other field evidence hydrology: Shallow swale with occasional surface flow originating on adacent property, bare soil, matted leaf debris, small topographic basin. Is the wetland hydrology criterion met? Yes Rationale: Evidence of inundation. WETLAND DETERMINATION Are wetland criteria met? Yes Rationale for wetland decision: Positive indicators for all parameters. • Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 • Project No.: T-401 I Date: 4/15/98 Kirkland,Washington 98034 DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site 2nd or 3rd growth forest Data Point No.: 2 Conditions: Site Disturbance? Close to house, landscaped yard,fill, etc. Location: —15'N of TA-8-A VEGETATION o c o E `� = Dominant Plant Species Dominant Plant Species r p 4,74 1 Prunus emarginata FACU T 8 Rubus ursinus FACU V 2 Salix scouleriana FAC T 9 Polystichum munitum FACU H 3 Crataegus monogyna FACU S 10 4 Corylus cornuta FACU S 11 5 Oemleria cerasiformis FACU S 12 6 Rubus discolor FACU S 13 7 Spiraea douglasii FACW S 14 Percent of dominant species that are OBL,FACW, and/or FAC: 22 % Is the hydrophytic vegetation criterion met? No Rationale: < 50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? No Gleyed? No Matrix Color: 10 YR 3/3 Mottle Colors: - Depth: 10" Other hydric soil indicators: None Is the hydric soil criterion met? No . Rationale: High chroma, no mottles. HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: Dry to> 18". Other field evidence hydrology: Dry. Up slope from edge of wetland Is the wetland hydrology criterion met? No Rationale: No evidence of inundation or saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: No positive indicators for any parameter Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 4/15/98 Kirkland,Washington 98034 DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site 2nd growth mixed forest Data Point No.: 3 Conditions: Site Disturbance? Close to driveway,fill, etc. Location: —15'E of TA-13 VEGETATION or, E oen g Dominant Plant Species Dominant Plant Species 1 Pseudotsuga menziesii FACU T 8 Polystichum munitum FACU H 2 Prunus emarginata FACU T 9 3 Populus trichocarpa FAC T 10 4 Oemleria cerasiformis FACU S 11 5 Rubus discolor FACU S 12 6 Gaultheria shallon FACU S 13 7 Rubus ursinus FACU V 14 Percent of dominant species that are OBL,FACW, and/or FAC: 12 % Is the hydrophytic vegetation criterion met? No Rationale: <50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? No Gleyed? No Matrix Color: 10 YR 3/3 Mottle Colors: - Depth: 10" Other hydric soil indicators: None Is the hydric soil criterion met? No Rationale: High chroma, no mottles. HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: - Other field evidence hydrology: Dry. Up natural slope from edge of wetland Is the wetland hydrology criterion met? No Rationale: No evidence of inundation or saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: No positive indicators for any parameter Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 4/15/98 Kirkland,Washington 98034 • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Forested wetland Data Point No.: 4 Conditions: Site Disturbance? Close to driveway,filled area, streets, etc. Location: —15' W of TA-13 VEGETATION ocn E ! o cr E Dominant Plant Species Dominant Plant Species 1 Populus trichocarpa FAC T 8 2 Fraxinus latifolia FACW T 9 3 Physocaipus capitatus FACW S 10 4 Symphoricarpos albus NI S 11 5 Spiraea douglasii FACW S 12 6 13 7 14 Percent of dominant species that are OBL,FACW, and/or FAC: 80 Is the hydrophytic vegetation criterion met? Yes Rationale: >50%FAC,FACW, or OBL • SOIL Soil Type: Alderwood grazvelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? No Gleyed? No Matrix Color: 10 YR 2/1 Mottle Colors: - Depth: 10" Other hydric soil indicators: Is the hydric soil criterion met? Yes Rationale: Low chroma HYDROLOGY • Is the ground surface inundated?. No Surface water depth: - Is the soil saturated? Yes Depth to free-standing water in probe hole: —20" Other field evidence hydrology: Moist to surface, bare soil, mud cracks, matted leaf debris, topographic basin. Is the wetland hydrology criterion met? Yes Rationale: Evidence of recent inundation. WETLAND DETERMINATION Are wetland criteria met? Yes Rationale for wetland decision: Positive indicators for all parameters. • Project Name: Vineyard Court Property Terra Associates, Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 4/15/98 Kirkland,Washington 98034 r DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Forested wetland Data Point No.: 5 Conditions: Site Disturbance? Close to recent clearing Location: —15' W of TA-4-A VEGETATION o " E o E Dominant Plant Species c •Dominant Plant Species 1 Populus trichocarpa FAC T 8 Carex canescens FACW H 2 Fraxinus latifolia FACW T 9 Polystichum munitum FACU H 3 Rubus spectabilis FAC S 10 4 Rubus discolor FACU S 11 5 Ilex aquifolium FACU S 12 6 Spiraea douglasii FACW S 13 7 Carex obnupta OBL H 14 Percent of dominant species that are OBL,FACW,and/or FAC: 67% Is the hydrophytic vegetation criterion met? Yes Rationale: >50%FAC,FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? Yes Mottles? Traces Gleyed? No Matrix Color: 10 YR 3/2 Mottle Colors: 10 YR 3/4 Depth: 10" Other hydric soil indicators: Saturated Is the hydric soil criterion met? Yes Rationale: Low chroma with mottles HYDROLOGY Is the ground surface inundated? Yes Surface water depth: 2" Is the soil saturated? Yes Depth to free-standing water in probe hole: - Other field evidence hydrology: Broad, shallow swale. —6'from flowing water in stream channel. Is the wetland hydrology criterion met? Yes Rationale: Inundated and saturated WETLAND DETERMINATION Are wetland criteria met? Yes Rationale for wetland decision: Positive indicators for all parameters. Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 - Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 r • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Cleared. Blackberry thicket prior to clearing. Data Point No.: 6 Conditions: -- Site Disturbance? Recently cleared Location: —15'E of TA-3-A VEGETATION oc,, E orn E Dominant Plant Species Dominant Plant Species 0 w c7D cip 1 No vegetation 8 2 9 3 10 4 11 5 12 6 - 13 7 14 Percent of dominant species that are OBL,FACW, and/or FAC: - Is the hydrophytic vegetation criterion met? - Rationale: Undetermined SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? No -Mottles? No Gleyed? No Matrix Color: 10 YR 3/3 Mottle Colors: - Depth: 10" Other hydric soil indicators: None Is the hydric soil criterion met? No Rationale: High chroma, no mottles. HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? Yes Depth to free-standing water in probe hole: -40"at end of wettest winter on record. Other field evidence hydrology: None. Upslope from stream channel. Is the wetland hydrology criterion met? No Rationale: No evidence of long-term saturation. WETLAND DETE RMINATION Are wetland criteria met? No . Rationale for wetland decision: No positive indicators for any parameter. Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R.Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Forested wetland Data Point No.: 7 Conditions: Site Disturbance? Downstream from detention pond/created wetland Location: —15'E of TA-4-B VEGETATION Dominant Plant Species Dominant Plant Species r 1 Acer macrophyllum FACU T 8 2 Fraxinus latifolia FACW T 9 3 Rubus spectabilis FAC S 10 4 Corn us stolonifera FACW S 11 5 Carex obnupta OBL H 12 6 Polystichum munitum FACU H 13 7 14 Percent of dominant species that are OBL,FACW, and/or FAC: 67% Is the hydrophytic vegetation criterion met? Yes Rationale: >50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? Yes Mottles? No Gleyed? No Matrix Color: 10 YR 2/1 Mottle Colors: - Depth: 10" Other hydric soil indicators: Saturated Is the hydric soil criterion met? Yes Rationale: Low chroma, saturated HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? Yes Depth to free-standing water in probe hole: To surface Other field evidence hydrology: Broad, shallow swale. --20'from stream channel with flowing water. Is the wetland hydrology criterion met? Yes Rationale: Saturated WETLAND DETERMINATION Are wetland criteria met? Yes Rationale for wetland decision: Positive indicators for all parameters. Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site 2nd growth mixed forest Data Point No.: 8 Conditions: Site Disturbance? Close to street, residential areas. Location: —15' W of TA-4-B VEGETATION o E ov. E Dominant Plant Species a E Dominant Plant Species 1 Pseudotsuga menziesii FACU T 8 Rubus ursinus FACU V 2 Prunus emarginata FACU T 9 Polystichum munitum FACU H 3 Acer macrophyllum FACU T 10 4 Rubus discolor FACU S 11 5 Rubus spectabilis FAC S 12 6 Oemleria cerasiformis UPL S 13 7 Corylus cornuta FACU S 14 Percent of dominant species that are OBL,FACW,and/or FAC: 11 Is the hydrophytic vegetation criterion met? No Rationale: <50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? No Gleyed? No Matrix Color: 10 YR 3/4 Mottle Colors: - Depth: 10" Other hydric soil indicators: None Is the hydric soil criterion met? No Rationale: High chroma, no mottles. HYDROLOGY Is the ground surface inundated? No Surface water depth: - Is the soil saturated? Yes Depth to free-standing water in probe hole: —16"at end of wettest winter on record Other field evidence hydrology: None. Upslope from edge of wetland Is the wetland hydrology criterion met? No Rationale: No evidence of inundation or saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: No positive indicators for any parameter. Project Name: Vineyard Court Property Terra Associates,Inc. Field Investigator(s): T. R. Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site Forested wetland Data Point No.: 9 Conditions: Site Disturbance? Close to recent clearing, south of detention pond/ Location: —10' WNW of TA-9-A wetland VEGETATION � E ° c' E Dominant Plant Species 9 Dominant Plant Species ct 1 Fraxinus latifolia FACW T 8 2 Acer circinatum FAC S 9 3 Rubus discolor FACU S 10 4 Carex obnupta OBL H 11 . 5 Glyceria elata FACW H 12 6 - 13 7 14 Percent of dominant species that are OBL,FACW, and/or FAC: 80 Is the hydrophytic vegetation criterion met? Yes• Rationale: >50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam . Hydric Soils List: No Histic Epipedon? Yes Mottles? No Gleyed? No Matrix Color: 10 YR 2/1 Mottle Colors: - Depth: 10" Other hydric soil indicators: Saturated, high organic content Is the hydric soil criterion met? Yes Rationale: Low chroma, high organic content HYDROLOGY Is the ground surface inundated? Yes Surface water depth: 8" Is the soil saturated? Yes Depth to free-standing water in probe hole: - Other field evidence hydrology: Center offlowing stream channel. Is the wetland hydrology criterion met? Yes Rationale: Inundated and saturated WETLAND DETERMINATION Are wetland criteria met? Yes Rationale for wetland decision: Positive indicators for all parameters. Project Name: Vineyard Court Property • Terra Associates,Inc. Field Investigator(s): T. R.Strong . 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 - • DATA FORM ROUTINE ONSITE WETLAND DETERMINATION 1987 1989 Describe General Site 2nd growth mixed forest Data Point No.: 10 Conditions: Site Disturbance? Close to recently cleared area, close to recent Location: -15'E of TA-9-A subdivision VEGETATION Dominant Plant Species r, Dominant Plant Species tcl c 1 Tsgua heterophylla FACU T 8 2 Thuja plicata . FAC T 9 3 Prunus emarginata FACU T 10 4 Acer circinatum FAC S 11 5 Rubus discolor FACU S 12 6 Gaultheria shallon FACU S 13 7 Polystichum munitum FACU 14 Percent of dominant species that are OBL,FACW, and/or FAC: 28%- , Is the hydrophytic vegetation criterion met? No Rationale: < 50%FAC, FACW, or OBL SOIL Soil Type: Alderwood gravelly sandy loam Hydric Soils List: No Histic Epipedon? No Mottles? No Gleyed? No Matrix Color: 10 YR 3/4 Mottle Colors: - Depth: 10" Other hydric soil indicators: None - Is the hydric soil criterion met? No Rationale: High chroma, no mottles. HYDROLOGY Is the ground surface inundated'? No Surface water depth: - Is the soil saturated? No Depth to free-standing water in probe hole: . Dry,to> 16" Other field evidence hydrology: None. Upslope from stream channel. Is the wetland hydrology criterion met? No Rationale: No evidence of inundation or saturation. WETLAND DETERMINATION Are wetland criteria met? No Rationale for wetland decision: No positive indicators for any parameter. Project Name: Vineyard Court Property Terra Associates,Inc. . _ L- Field Investigator(s): T. R Strong 12525 Willows Road, Suite 101 Project No.: T-4011 Date: 2/25/99 Kirkland,Washington 98034 • •