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HomeMy WebLinkAboutLUA00-172 0 4) CITY OF RENT ON ,,eir.---r-A--.0ttroi..5244-,' -,• irk Planning/Building/Public Works 3 DEC 29'0 a vit. — t 440 5 h 1055 South Grady Way -Renton Washington 98055 —tic 62 ;„,.. ....„2 .... r1i1lETE I r . C .fil • frt ADDRESS SERVICE REQUESTED -• -, 715840i 863090-0560-01 1 LANGBERG NORt1 5N2075 8326 12TH AVE SE NEWCAILE IxA 98056 • , tin. ao ADDRESS .... . OD (A 0" tild PT) 1 IETIMIN TO SENDER A -k. i - it il HI iililitimittiliitimilitl ilimi 1,111„Llud1ni1,1 it 1111 f I il I 11..151.4.1.1.41.1.1..1 '1,-- Cit, ...-:..4....-."..Cf.4.- ....•- ""'" _ _ • • • • •dl2Y C.) • NOTICE OF APPLICATION AND PROPOSED. DETERMINATION OF NON- SIGNIFICANCE, MITIGATED '(DNS-M) • • DATE:' December 28,2000 • LAND USE NUMBER: LUA-00-172,SA-A,ECF . APPLICATION NAME: RTC Technical Resource Center . PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new' - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility .: . would be the RTC Technology Resource Center. An environmental review will be required. -- PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of . Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.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. • DecemberDATE2 2,2000"` NOTICE OF COMPLETE APPLICATION: December 28,2000 Permits/Review Requested: - . . . Environmental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction permits,building permits . Requested Studies: Geotechnical Report,Level I Drainage Report . Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor, South Grady Way,Renton,WA 98055 • • CONSISTENCY OVERVIEW: Land Use: _ Light Industrial(IL) .._ Environmental Documents that Evaluate the Proposed Project: Environmental Checklist Development Regulations ' Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: • 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. Erosion Control:.Install and maintain temporary erosion,control measures for all stockpiled or disturbed areas. The, Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. • , • 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report . Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, 2001. • If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, M CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • • • ril LeTLi.I •'1V•rl, I N a.l L-✓ 10 a� Y44'w..l, 43'•caW :� J mils �J}.•;•f: - 4 f six 4 zC •� '• , ��! / ...• . t • • 1j tT' et' cp•j.i,ili t' t•fl• {,•'f3 1 I =L , l,41ip',O Nc •1' P. ;i•ir ]I'�o4 tR ��'� li '' • Ltd1 fE•'•,tl� c'G\ ..4 n ';d. .7'o E''.•a as '•. , a '4q !7 rfic5 ` t ,c.o g`�i�y .`�":pi.' ir -..> ❑ ill I?- v4.ri ©, h. 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Nar462 J. c t .Q _ at L JI.II.•• RIVI'� • • 'Ii• �' was: D 'cab' r'—• _ •— • 14 I_ ra�>'�• • %'•. • �Ii�I�11 iEE�I P _ • il:..i s t c ' — 3 • • •• .1-4.•.i.Po.";11,7.rj.:....•Ii; Qe- ��,., .. ilk'CS2, 1' 1• - . : 'I-Ia- ' o. -.�_NF _• nc,o I• 6„.--. • RM-I z r). AI I 4. ' I�NORrH NEIGHBORHOOD MAP • r��-� • . . • . a 0 CITY OF RENTON _. . . ... .,. sal Planning/Building/Public Works , _ :..- 441.i -42 .DECf.....,e .4-, z 0 3 0• 1055 South Grady Way - Renton Washington 98055 Ai— 29'0-0 .-x, co ..e.o.A.L.,..,,,4 PB m Tell ADDRESS SERVICE REQUESTED . -1-- - 71584.01 u12-$41.161E ; 17: P .. RR ;PRP.SORTE.D.. .Fr11. . SPa...J.4.A:. 98.1 - . ._, B . 1 ,--:-.78-0742 C-OCZO-C-4 — — IC 1-1 A E L A E 511--A-R I K 94-0--5-66-1 • • I • li Is'-'1. \-Al TA WA .-.,.•,\00e - 1 '' . . . - . . 98056 . j • . ND SUCH ,: "------.. 1 ______ . 1 A 0 D ES S c‹...,-A 2 J (I, N d A • ,.. ,-- ___..____ ..1 lETURN.TD SENDER — 41 g 1 0' j iiiiiiiislilittnilitiltlitilitiiiiiiiiimillilliiiiiiildill 1 • �Y • CAS, O • = ® . + +• _.._. • NOTICE OF APPLICATION• AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE, MITIGATED (DNS-M) • • DATE: • December 28,2000 LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility . would be the RTC Technology Resource Center. An environmental review will be required. PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.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: December 22,2000 NOTICE OF COMPLETE APPLICATION: December 28,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review • Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 • CONSISTENCY OVERVIEW: _ Land Use: Light Industrial(IL) _. Environmental Documents that Evaluate the Proposed Project: Environmental Checklist • • Development Regulations • Used For Project Mitigation: Renton Municipal Code • • Proposed Mitigation Measures: • 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. ' 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. S Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development =. . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, ' 2001. - _ If..n,.F.n.rn nl ine4innc.nI.r•.4 4L,ic..r......c.,l nr.encl.fn L.n mnrin nnrhr of rnrnrel onrl rnr•enin nrlrii4inno1 nn4ifir..44rr I....-..ril ._. 1 • , CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 • • PLBASE•INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • mTLiY+•.',t*. 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'42;1•Z ,!...j-• ••(P =: CS ....._ :.11.1•.....:..,,:sir,..,,:, ,,, 1'7 �•�w •(.�.sk` •: ••1C�Tx . ;(-1"`•IJ•'f.+, 1; �'•�,.' !n-1' 1 , _ .v,•"-. .`NC••••rT•C-{iN.�i l .. lv I ._:t-�! /�•� . � STREET- _ = _ •v t=o�rr�arli• •• . •IR I,',�'[ , - • za —r_= —a :-•n y A.eM i� I _. • ; �.., ::�,:., Oi ;'� ^ry;CA c?. : CA II ' • ' -- � � • NEIGHBORHOOD MAP • - 2.• ••• - NORTH 1"=20'-0• r.aa 4 0 CITY OF RENTON ...._ 4e..0.T r,0 'ctitz..„ o. —..............o . - asIL Planning/Building/Public Works ,,471 , i (-) OEC 29'00 i."..w"--4.‘.- '- 46 "i'. ' - 0 3 ..., z..iilt:,..,:z -1055 South Grady Way - Renton Washington 98055 4 I.- z pc - P8 twr Fig ., ...t., . ADDRESS SERVICE REQUESTED I 1 '11C4 P171 PRPWIRTFil Pilti REA IAA 9 8 1 . .,...__ ,.. . _ . --43,---4,4-- .... , , 723610—0015-02 / 72_ — --- ------ ----- -------_____ ___________. •, I CHEETHAill JfiCK+JANET „ 2931 NE .5TH PL 6A1999 4,4P: RENTON WA 980S6 --..... RETURN ,------ _--..:7-, f TO WRITERv;', ri Dr E k 1 DDRESSEE: co _jfk4KNOVilik4 -- A C' ., _________L............_. 4 . al 14d _.-Sy''‘,26, SVA. 414-s:10%, itliiiiiilitilliiittillitilllidlitillimillilittil ----- + • • • TY • ® + NOTICE OF APPLICATION - • • AND PROPOSED. DETERMINATION OF NON- SIGNIFICANCE, MITIGATED (DNS-M) • • • DATE: " December 28,2000 . LAND USE NUMBER: LUA-00-172,SA-A,ECF • APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility .;. would be the RTC Technology Resource Center. An environmental review will be required. PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of . • Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.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: •December 22,2000 • • • NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review • • Other Permits which may be required: Construction permits,building permits • Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 . CONSISTENCY OVERVIEW: • . Land Use: Light Industrial(IL). _. Environmental Documents that Evaluate the Proposed Project: Environmental Checklist Development Regulations . Used For Project Mitigation: Renton Municipal Code • . . Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. • 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The. Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. ' 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report - - Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development '. . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • - 2001. If you have Questions about this nr000sal.or wish to be made a party of record and receive additional notification by mail •— ., • . : _ . ,.... • . - • ........ • . -..• ..... - . . . ..._ . . ._. . ._. • . CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 • • . ..• PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . • . - . . . . . . . . .. . . . . • . • . • . - . . . . • . - . • i 1 4,.-0.. -•:› 0. l'..4 pre .." A-sq,r., • ;1.1 1 rt::-.• eir 113.0 h, .6 ef%So.',.., h.:4 .,.. CgIghlands I 414',..e4•4'.(,51 '4.:vg •• ^7- ,E.,-.G1 • s - • - ?...k. dLo.;_.1.i.m• 214 LW i ---- 1 :....0 I 'PTA.t .d*,•:30 r•ei 5.'..g FA? 1.1J el '-5 :.:p....!-7.-4! •*--,1,R.:,fr....t.V.:. . .n'il: 144. 2.,:.:......Park 1 1 --11 sj_r4;t, ...,t ,...4.;fir 0.60. 15, / ,4,- •-p.41 1..C.. 4....-•.P/112....a .:5.4...vta;:-(peg:0;,i, . --.•••. ..__ R_8(p) -.'",•i,[17L„, I'l * •-...,!;,'°: "...---'' - 6-0,-',.i ••••-1.a . ,....,25;„!.. 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' ....... • • . . .. . ..... . • • ... • • • 1111==1=1111111 MRIP41111..1.9TIOMMIII_ I a 0 CITY OF RENTON -" ma Planning/Building/Public Works .4 • Wel ... e. • DEC 29'0.0 0,g.kA;.4 . 0 .3 0 1055 South Grady Way - Renton Washington 98055 . ..0 l'.. -11 Ca . . .--4ali... ) ''' . 1: CC • PBme-r_Ell :f .,. ADDRESS SERVICE REQUESTED . — ,. ,-_._ '' mon; u:DiraiLA 11 2A aaLp41R-nR:Frn.. .Frtm . R;c1 44. 9Ai • All/ • ../ . , ------- ---1 ..; 1733650-0045-07 ., FERRER TOMMY NI 8N.99.99 — --- -- . 2920 NE .4TH ST i — FERR920 980562036 1200 17 01/03/01 RENTON WA . RETURN TO SENDER FERRER i MOVED LEFT NO ADDRESS • , _ __________1 UNABLE TO FORWARD RETURN TO SENDER . . . . 1 HI I Ill II II lll '5 ekt`'I 6--lb SteVIST.:,P-11,2.7, 11E1Huillilluinliffilulilli lilliAltisilaidilatiliiiidslaisittillii _ I _1 • • 0" 6 • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, 'MITIGATED (DNS-M) • • DATE: ' December 28,2000 LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility .!. would be the RTC Technology Resource Center. An environmental review will be required. PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of • Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.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: December 22,2000 ' NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review • • Other Permits which may be required: Construction permits,building permits • Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 . CONSISTENCY OVERVIEW: ' Land Use: Light Industrial(IL). _ • Environmental Documents that • Evaluate the Proposed Project: Environmental Checklist . Development Regulations Used For Project Mitigation: Renton Municipal Code • • Proposed Mitigation Measures: • 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. • ' 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. . Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, •• 2001. . _. If von have auestinns ahni if this nrnnnsal nr wish to he marl'.a narty of r'.cnrrl anti r'.r'.iv'.aril-Minna!nntifirsfrt.,h..mail i CONTACT PERSON: Elizabeth Higgins,AP;Senior Planner(425)AMP; 430-7382 ' PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION - • lmTLi.E.t /t�,'ry aJ _N-. ?. cot u2-r ^[::.' .17 V2, _..0 Ware. th �}}4 }q .t l! 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Ai ,-..1 --- 883090-0250-06 8D9999 BAUER LEIGH G 9201 JUANITA DR #292 ' 980314 KIRXLAND sa A D INSUFFICIENT NVP V ADRESS . . r Inv cf, RETURN TO SENDER Vti„ Zri. t• , ....,-,-,--1, . -.1....21 14SV'ett- Z.$. IM,11,:hi1ii,1I,litlilui1lnif,L,11,,ilt1ildulihad ---,0 • OS • • • ••-• �. • NOTICE OF APPLICATION —• • AND PROPOSED DETERMINATION OF NON- . SIGNIFICANCE, MITIGATED (DNS-M) • DATE: • December 28,2000 • LAND USE NUMBER: LUA-00-172,SA-A,ECF • APPLICATION NAME: RTC Technical Resource Center • PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - ' building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility .:T. would be the RTC Technology Resource Center. An environmental review will be required. PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of . • Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, •:_: as permitted under the RCW 43.21 C.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: December 22,2000 NOTICE OF COMPLETE APPLICATION: ,: •December 28,2000 Permits/Review Requested: , Environmental(SEPA)Review,Administrative Site Plan Review • Other Permits which may be required: Construction permits,building permits - • Requested•Studies: Geotechnical Report,Level I Drainage Report Location where application may ' be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 • CONSISTENCY OVERVIEW: • _ - Land Use: .. Light Industrial(IL) . . Environmental Documents that Evaluate the Proposed Project:'. Environmental Checklist Development Regulations . Used For Project Mitigation: Renton Municipal Code V. Proposed Mitigation Measures: . .. 1. Fire Mitigation Fee:Fire Mitigation Fee Is$0.52 per square foot. ., • • 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The• . . Temporary'Erosion Control Measures must be installed and maintained throughout the duration of the project • • 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report... Comments on the above application must be submitted in writing to,Elizabeth Higgins,AICP;Senior Planner,Development . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • 2001. ' - ' .' . If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, •— ' • .Y .1 • ;. - CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 • ' . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • • 01: ;v'•' a >' _ •�T rYy.t q., r. :Y r y.. t u i..•r�•q.' �• M l' ti J `." R1! °r.a'�� �dj:t. ��.�- -.. � (!(�=��pp111,,ii© t.7 Lif i�f.; -••• rx srx . 'Pc- la l7 �} •"::...' 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Planning/Building/Public Works . ,fg .4 1055 South Grady Way - Renton Washington 98055 29':0 ,111_,4'., 1,740.6.1:5- 9F...A.-----, • PB VIE rErt_ -.- ADDRESS SERVICE REQUESTED -s 73,58461 u.s. to t AGE I: P. ng.T Ft,,pi. , RFA R pD ,_. .. . ,--_ _—- 71361430 ---t- ----- c 6, GAYLEIE- \ —t -NC, INA-a:Act', _ sa055 -- 4-41- ,TE 0-oN AVE T VERAB_LE -z--,-- \9° ..,31,,..1.)-tok ii4A , • __ N'Ir E R \,— o -.. ___------ __ -t ___ co .--- Aat TO FORWARD (5' i\ici---(-4- ------ :TUEll TO SENOrR 4"/ A 1 ‘IRIMP CIOCir ii I 1 1 II I 1 I I I i i .1...••••-er-7..,.. 111 _TO> La; SeatISS.raSV-› illitliffillillifithillilliiiii 11111i1i1iiiiiiiititlitili1iiiiiIIIIIMIIIMI cED YP NOTICE OF APPLICATION• - . AND PROPOSED DETERMINATION .OF NON- • SIGNIFICANCE, MITIGATED (DNS-M) • • • DATE: December 28,2000 LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - building to be constructed on.the Renton Technical College Campus. The two-story,47,000 square foot facility .: . would be the RTC Technology Resource Center. An environmental review will be required. • - PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of • — Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, _: as permitted under the RCW 43.21C.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: December 22,2000 NOTICE OF COMPLETE APPLICATION: December 28,2000 • • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, • - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 • • CONSISTENCY OVERVIEW: Land Use: Light Industrial(IL) _ Environmental Documents that Evaluate the Proposed Project: Environmental Checklist Development Regulations • Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: • . • 1. Flre Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. • 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The. Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development =. , 5 Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • 2001. • 5 -- . If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, — . CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 PLEASEINCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION . • • • • I‘rT�fiY1,Y_li! 1 Ne J C_✓ :v?°o'L' I '_)jl �.1 'i F-�_1 �' 40 Ne�2� ��' ti _, /////��� i cl •{ ands . • -'�'rk� �._�� rF.•• ,yy{�dr�� �.� ,lY�T,. rt�. .`��-�'__.-5..�a:S+'�'i._r� • .._ j .:] ,��p-Q�P� ,.kim a r,• .w'} —,..i • i� '• r�� �.1 5 a a•.,a I'�?r a ,- Lre57 ► O j I.r ;Jyr�l• ,oe• .,��•, rJ• _.j• .d. ,.. .�J.r•• •' !e • '•�7�,•( a J'r • .� �v ,•0°s4. •��;`'j st�Q�•,,;,+ii ..1. • • ILL'1'..'•,• l•'' .. 7i,I I•J.:} •liE1• ''it'I"'Y • I' s 1.. . ,. riii• _�f •�s{� °ltl,1/i,7 .'�v L:f_ __.-. 0 G a.ht`i ile •".1• 'ter, I ` .?.q , `,Y61 } ri___14;,:l.m._7L____,_ ii • _. ce If •d ca `._:. L:Al?:et.) IlL'41f::. , —�U1' y 1- i,. 1 s , e t�' v'.:re •A ai. . • \ kiA 4.. • r 1$i r 'ro+`�!"ajt,7 :GAi`i�i'tr+ t• i f 1n9 of:jj %1 III I �y� • 11 i_ t e 3• '9 4 . . 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INV 4,/,1 1 ♦ �. ® _ ..a + • Y.P'NT°� — NOTICE OF APPLICATION - AND PROPOSED. DETERMINATION OF NON- • SIGNIFICANCE, MITIGATED (DNS-M) • • • DATE: December 28,2000 LAND USE NUMBER: LUA-00-172,SA-A,ECF • • APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new' - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility - . would be the RTC Technology Resource Center. An environmental review will be required. -- PROJECT LOCATION: Renton Technical College:3000 NE 4th Street •' OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of . • . Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, • as permitted under the RCW 43.21C.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: December 22,2000 . . . . NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review ' Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 • CONSISTENCY OVERVIEW: —• Land Use: . . Light Industrial(IL) •• • Environmental Documents that -• Evaluate the Proposed Project: Environmental Checklist • Developrnent Regulations .• Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The• Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. • 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. S . . Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • • : . 2001. • - If vnn hays.ni iacfinne nhnnf*Ile nrr,n„eot nr udch In Ft.merle•n r,orh,,,f re...,ra.,.-..l r.,.,r.4.r..,aaa1:,.....I..,.ra....u__ L..___„ CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 • . 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ST RENTON WA • 98G56 i.,..,1•i.;,-i-i.)iENT ,..,--_-_- __I ,d ,' . 111tIli‘ FtDDRESS ger.......;._ 7, Ni g 3 .. • RETURN TO SENDER Cal 7 vv d 0.), _ i A 47 3 1 0,4':•:_-'r-gre:2 i.461-st .s i .Itilidithil.:111,1:11timilmt.im[1.1111,1,11,1ffiii • ' • fcy ♦ ® • + YP • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE, MITIGATED(DNS-M) • • • DATE: December 28,2000 • • LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center • PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new' building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot.facility .: . would be the RTC Technology Resource Center. An environmental review will be required. ' — PROJECT LOCATION: Renton Technical College:3000 NE 4th Street • OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, . as 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- 9 Mitigated( ) 1 Yappealperiod nce of the DNS-M..... . . :' . Significance DNS-M: A 14-day. will follow the issuance PERMIT APPLICATION DATE December 22,2000 • NOTICE OF COMPLETE APPLICATION: 'December 28,2000 Permits/Review Requested: 'Environmental(SEPA)Review,Administrative Site Plan Review • : . Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level l Drainage Report • Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, • - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: Land Use: , .. Light.Industrial(IL) Environmental Documents that Evaluate the Proposed Project: Environmental Checklist Development Regulations • • Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: • 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. .. 2. Erosion Control: Install and maintain temporary.erosion control measures for all stockpiled or disturbed areas. The• .. . • Temporary Erosion Control Measures must be installed and'maintained throughout the duration of the project. 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering. report. : Comments,on the above application must be submitted in writing to,Elizabeth Higgins,,AICP;Senior Planner,Development Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, 2001: If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, .,f .1 • • CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 PLEASE•INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • • `go4Tts,r, •.a.' ,'_,'t;�.M kN�+l`e 1 Hi • 5I • •• • F]•jm}'F�}r.° �:i�j �r.crTi:tyly':a .rr�• .-�- .u , R-0 P� '�lu ••e x - � -, ,•• `n {, i ;'�' ' };• •=Y;n..2i t7�yl r r 11'i �.-• • •�• '�: • 11f J..•. -- t'Yi j � ' L[[[��� • p_r. 1•'• `iv r2. �1�� «� f 9..r 44t),.-� 'I x[..tis- -;I TQ, :i ;' :_� Ni— ini ---sr_---` C`--- ._. r 1.•�,,�g '�..1-,• 1 e9 '� t' I f1::8a,,��G•, -•-V'r_-I . _j'� !Ai . 14I +1'k r I,. .I ,, . •, ��,on; c.�.*. 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I, 4......! . ....1-_ ;...,-.. ...! - -- 6880 --_____.______ 9C-0030-03 • — _:1 •-,, CLEMANS LEC 1.0A MAE _ P 1 -2601 NE 41 -1 1 STAEET .#113 559999- 98055 - ------ _____ ___ _ .!,11 ,--...._ NW' , - 47,0' ;DDRESS -, op , .,v. cy) yi d v (,) '..•.,,i, R5TUR[1 TO SENDER 11- t;) .4, 1.1.11111,1,11.wisiliist. .thi 1 i 1 1 1 it 1 1 ii 1 I '1" — Itilimiliiistlitiliiiiiiitilifildil si ' I • CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(•25)430-7382 ' . ' PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • I u..4;. 'n0a , �� `sJ •1IixI F��FJI � :I •i ..„ ., z' 11 •Iand! 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PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.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: December 22,2000 • . NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: ' Land Use: . Light Industrial(IL). -. Environmental Documents that Evaluate the Proposed Project: Environmental Checklist • Development Regulations Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. -. 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The. Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. - • 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report . Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,,Development !. . Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, 2001. • • = ' r4 '1 0 4, CITY OF RENTON c•-• 1:3,),..... • im EA Planning/Building/Public Works , _ 4.,... .4 VerVi .,.. n7nm 3 c., DEC 29'0 ) 0 09c4kilz 1055 South Grady Way - Renton Washington 98055 te•'%'••• • ''''' •—• """ I 41:11c vo - i t.,MFTEn • ",...M. , ADDRESS SERVICE REQUESTED -.1. -• - nsliAtil u.S. ;,,,1 . A G E t; _ _ PRP-RnRTE . ..,...—Si.ER 14' ... :.. . ) 61 _._ 888090-0900-00 a.. to) •WI\ FINCH ...101-0,1 F -- 21504 NE 41H 5T :0622 C I R ENTON t,-)IA 98056 •,•01-e--;:- =''' \--c. '0:;ftliESS ,, `L(.."-- 1 _ 01 ,. IN ci co i,gURNi TO SENDER A 'ri -4 i RUMP 9.1 ii i / 1 It Il II rim ... 4/ 310- SWaSS.ra47.1,7e. 11"11111-1111-1-1111'11"1" ...., I • . I • G� -• NOTICE OF PPLICATION • AND. PROPOSED 'DES ERMINATIO.N OF NON- SIGNIFICANCE, MITIGATED (DNS-M) DATE: • December 28,2000 LAND USE NUMBER: LUA-00-172,SA-Af ECF • APPLICATION NAME: RTC Technical Resource Center ' PROJECT DESCRIPTION: The applicant h s requested an Administrative Site Plan Review for a new - building to be constructed on the Renton Technical Oollege Campus. The two-story,47,000 square foot facility -.. would be the RTC Technology Resource Center. An environmental review will be required. — PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of • . Renton has determined that significant environmental impapts 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 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 w'li follow the issuance of the DNS-M- ; ,. PERMIT APPLICATION DATE: •. December 22,2000 NOTICE OF COMPLETE APPLICATION: Decembe 28,2000 Permits/Review Requested:, : . Environm ntal:(SEPA)Review,Administrative Site Plan Review:: .. _ Other Permits which may be required: Construction permits,building permits " • Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/ ublic Works Division,Development Services Department, - Renton City Hall, ixth Floor,1055 South Grady Way,Renton,WA 98055 ' CONSISTENCY OVERVIEW: -' : Land Use: :, . Light Industrial(IL) .._ . Environmental Documents that • • ' Evaluate the Proposed Project: Environmental Ch cklist • ' Development Regulations • Used For Project Mitigation: Renton Municipal Code . ' , Proposed Mitigation Measures: .' 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. =Erosion Control: Install and maintain temporary,erosion control measures for all stockpiled or disturbed areas. The, • ' , Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. . 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. ;-. ' • Comments on the above application must be submitted in,v►riting to Elizabeth Higgins,AICP;Senior Planner,Development . • Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on'January 11, 2001. r = If you have questions about this proposal,or wish'to be made a party of record and receive additional notification by mail, CONTACT PERSON: Elizabeth Higgins,MCP;Senior Planner(425)430-7382 ' ' IPLEASE•INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION iii vlLlxr..:s.if4V'i7�'I. NE"c.�n1 sTx G.0.4'Ca�•i� 'I-„..• .. `�-JW..1 —.1•r'{'I' lerzfl tG�t ;V.f; • . ! � ti• •� +E, •�?���ts�i73 a A'fl'. 477 .�'�;o I! �� . .: Q � �'� r'� 'e� ,:���j :. .It�, �I;IpMands • ❑ I i•ly`F,d,"▪C r'�, '4;i' fir? 4,65, F5# .r_,. i iii.a et t —TA=e.'i • ...am .! 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'-•-..!! - .:":7'7.,,,.: " - — — --- ----, a 83090-0220-03 it 769999 CARR SUSAN V fli II 111?VII 7601 NE Lati ST p222 98056 RENTON WA __________ _ _ _ _ t.Jf i ADDRESS Crf t (i) RETURN TO SENDER , n d A '47 3 i 1.\- ft. :.',2. liditladdlimishililIIIIIIIiiiihrdililtlitliltiald +me 1 • • . NOTICE OF APPLICATION j.-• • AND PROPOSED DETERMINATION OF NON • . . SIGNIFICANCE, MITIGATED (DNS-M) . • DATE: December 28,20 0 ' LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical i esource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - ' building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility . - would be the RTC Technology Resource Center. An environmental review will be required. ---- PROJECT LOCATION: Renton Technical College:3000 NE 4t Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of • — Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, _: as permitted under the RCW 43.21C.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: • December 22,2000 NOTICE OF COMPLETE APPLICATION: ` ' Decemi' r28;2000 '• ' • • Permits/Review Requested: Environi ental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report . Location where application may • - be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 =' CONSISTENCY OVERVIEW: • Land Use: . Light Industrial(IL) ._• Environmental Documents that . ' Evaluate the Proposed Project: Environmental Checklist . Development Regulations . . • Used For Project Mitigation: Renton Municipal Code .. Proposed Mitigation Measures: . • 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per quare foot. • 2.. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The• • Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. •' ' 3.' Geotechnical Engineering:'Applicant shall follow the recommendations contained in the geotechnical engineering • report. Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development ., Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00PM on January 11, , 2001. • 1 If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, •-- • • . • .� l CONTACT PERSON: Elizabeth Higgins,AICP;SeniorPlanner(425)430-7382 PLEASE INCLUDE THE PROJECT NUMBER WHE 'CALLING FOR PROPER FILE IDENTIFICATION �VTLgY�.t,(•��{•}/]�.,.� t��..• . 1t .ve; 'r ' ••3`. r C" eNY."":• Y;k'ffl•i'{�� a©e D `r'.. * -. , xe ^.+: ,a.- ;'C �n.l ;IL: rN GZi�O ;(-FI C. t.YJ .l _••�_�.1.� I , I ,Q � A fi%�eIL:715 'S: 4p.41!d i� P •.,;•ff i� tl nti Q i I3•'3 L'• fl 1 • ��i fF'311T�o ,1. L. l5 0 �•77••�I�rf�c'.♦y�•,�- - 3 { .'•:[�{Iphlanda' � t i rry ?l t! '13'.�. g•' Ni 2.8 qEI "r "'.,i(z Da; a ♦ ) ~� I E sa .ei:1t a� ©,•I. 11!( nir .1 ESL ._ •�,rN [_sr._1` 'ssal . 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W .se,'AT r4 4.4-0,,,,24 .44,-::•. .. _ :•. • I- -1055-South Grady Way- Renton Washingtohl08055 TEC 2-9'0.0 "4-,,,,t :::_e,5 . ...).t.....;:.:-.4 - __ .. . - ....,..sh • P8 METEii ADDRESS SERVICE REQUESTED nr- .7.. 11"113__p_44....et a.rt T.r.r, -- '`------1r.: ',, ; ;' :,t77 mr,..,t.., 4..."......, .'..,,—:r7;,„ ....E:..Z.,%..'557.1-1 Z...t.fi.....: •.... 7.:...: 175 - ... .. ' ••,-,......1 Li • .. . . . ..,.„. ------ ___-___________-_ 868090-0820-07 _ • 010566 1 ' JOWISON DENISE M . • 1.2;,..'59 156TH AVE SE . 98056 . RENTON WA • . . i., • • -, . t..':7 ' \0 C;1(.. ..0.:41_!L----- ---— -----— • '.,0 0 REF,.!S _,,,,,, Nvr •g i • • • I RETURN TO SENDER (51 i IN d (/,' A A1/7 it • . Ittlestibilijj f e .glit111. ,t I 41 3. 1 - - 1=41.ts t'S S' -i . ':"2--S itrffre.:76 2- illinillitsilistillitillisliiiiilithillinil ARV 1. CM Tod • • NOTICE OF A PPLICATION . AND PROPOSED DE ERMINATION OF NON- . • • SIGNIFICANCE, ITIGATED (DNS-M) • DATE: ' December 28,20 0 I LAND USE NUMBER: LUA-00-172,SA1, ,ECF ' 1 APPLICATION NAME: RTC Technical esource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - ' building to be constructed on the Renton Technical'College Campus. The two-story,47,000 square foot facility . would be the RTC Technology Resource Center. An environmental review will be required.' -- PROJECT LOCATION: Renton Technical College:3000 NE 4th Street •.. OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of •. •- Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, :_: as permitted under the RCW 43.21C.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 followi g the issuance of the Threshold Determination.of Non- . Significance Mitigated(DNS-M). A 14-day appeal period' ill follow the issuance of the DNS-M. . • PERMIT APPLICATION DATE: Decemb r22,2000 '. NOTICE OF COMPLETE APPLICATION: . Decemb r 28,2000 ' • ` ` Permits/Review Requested: Environm ntal(SEPA)Review,"Administrative.Site Plan Review • Other Permits which may be required: Construc ion permits,building permits • Requested Studies: Geotech ical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building Public Works Division,Development Services Department, - Renton City Hall', ixth Floor,1055 South Grady Way,Renton,WA 98055 . CONSISTENCY OVERVIEW: .. .. (I ) . Land Use: Light Industrial Environmental Documents that ' ' ` Evaluate the Proposed Project: Environmental C ecklist ' Development Regulations • Used For Project Mitigation: Renton Municip I Code Proposed Mitigation Measures: 1 . 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 pens uare foot. • 2. Erosion Control: Install and maintain temporary erns on control measures for all stockpiled or disturbed areas. The • • Temporary Erosion Control Measures must be installs and maintained throughout the duration of the project. ' 3. Geotechnical Engineering: Applicant shall follow tb recommendations contained in the geotechnical engineering ' report. . . Comments on the above application must be submitted in riting to Elizabeth Higgins,AICP;Senior Planner,Development .=. ' Services Division,Renton City Hall,Sixth Floor,1055 Sou Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • 2001: ._ I . . . If you have questions about this proposal,or wish to be m de•a party of record and receive additional notification by mail, •— • • • . I CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 • • I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Ijj L',W:Sk-'•, ti h J 9 '+ ']743'i.zs cr.: p i' h J'•P l "IV' 5117."fie yC G5 .t I1 {! .'I; N;Y,i• '•ct\ .:._j•�� 11'!Vs.�. i;1,•.41�•.'rt�.'��i��Jr .. .— it 'T•'.ti, : ' • e • .itr7.':T•J..• : �j;rye.j l,�rLr•• L.1 `r•• —T. '1�A• cyif� t� .e.>.t.,a, • s� b .1 ••T.•_-•DTI piPR.T I • ..��e .'i.x 9 — :.•..:•'�. —• •.�,,�� w T I e i iF fri N,�W.. ! �c5'61 .3j U'Ii . ,N\ w II• .t+;is11:14le• is'blv..•u+`a' s '-nF. .o-)�,y r riw sr. - Y•: 1 yn .. .+ _ •;i e ,e c; �rs�•`IIikJY,+ �• •u�� -"i;it 1LT�s :i: —_— —• `� Ir01•ay'r':`' r•,4„ ;, r t,( 47,r. o,Y�;y'=�,•f��•,„ •:.", ''c I • u t N •�A,*r'• `�ae..:Ci�=� :T t fe?' 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Planning/Building/Public Works - 0 di z, 4.1 0E0-29'0-0— 0•44-f--4 - 3 0 mr- (.. Ai- AuLn . • 1055 Soudi:Grady Way - Renton Washington 98055 4*VD _ , p.i ES - P8I1CTER . -AN - -- P z ADDRESS-SERVICE-REQUES-TED 1 .. icia. .' 'at-- Asimisk . S_TAGE - - - ... . .. 01( \ I EkiL MAXINE 341256 Cl ) \ 2513 NE. 4T1-1 RENTON WA 960'...46 . . :. 11:.4 ,.E ,f-,-- -----,-.,__o !v; ; ; AILF13SED C:::". II ca Ehal E TO FORYIBD c,,,----'-` (5) ,P) 1 i i i .9 ; ETURil TO SENDER 1%1 .417 1 RIMP Jit, Billiiiiidip!ousifi21 1 „1,I„ 11 1 I II I 11 i 1 I II i 1..1110.11..iii.i.I.I.11.1.1-1111. ssi....s.:,./,4r.... 4 31 0- - ,--, • it • FYI 1vT -. NOTICE OF 4PPLICATION AND PROPOSED DET RMINATION.OF NON- • :• • • • SIGNIFICANCE, M TIGATED (DNS-M) . • DATE: December 28,200 • LAND USE NUMBER: LUA-00-172,SA-I,ECF APPLICATION NAME: RTC Technical elsource Center • PROJECT DESCRIPTION: The applicant ha I requested an Administrative Site Plan Review for a new - ' building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility .: - . would be the RTC Technology Resource Center. An environmental review will be required. • •• ••• ; PROJECT LOCATION: Renton Technical College:3000 NE 4th Street • OPTIONAL DETERMINATION OF NOli-SiGNIFICANCEI L�ITIGATED(DNS,M): As the Lead Agency,the City of Renton has determined that significant environmental impaibts 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 p ojject and the proposed DNS-M are integrated into a single comment period..There will be no comment period folloWirig the issuance of the Threshold Determination of Non- • Significance Mitigated(DNS-M). A 14-day appeal period xilrill follow the issuance of the DNS-M... PERMIT APPLICATION DATE: December 22,2000 _ NOTICE OF COMPLETE APPLICATION: . Decerni3 r 28,2000 -• , 0 Permits/Review Requested: Enviro? ental(SEPA)Review,Administrative Site Plan Review Other Permits which may required:uired: ConstrU tion permits,building permits G Requested Studies: Geote I Inical Report,Level I Drainage Report . Location where application may I ' be reviewed: Planning/Buildln /Public Works Division,Development Services Department, - Renton City Hal,Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: 0 • - : -Land Use: . Light Industrial(IL). Environmental Documents that Evaluate the Proposed Project: Environmental Checklist Development Regulations 11 • Used For Project Mitigation: Renton Municipal Code : Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee Is$0.52 per square foot. . 2: Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The, . . • . Temporary Erosion,Control Measures must be ins ailed and maintained throughout the duration of the project. • .• 3.. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering . report.. • Comments on the above application must be submittl a in writingto Elizabeth Higgins,AICP;Senior Planner,Development .- ' PP 99 P Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, 2001. I - ,.. 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MENION IA A - 9805-6 E -,--,-7 -- ,,I,QRESS1,0 _ :..., i!Vr ,; — — --_ LE TOfORWV,13 tr/ a i 1 i ii i i i • 1. •:TURN OS ENDER '-'s--fi N.,- ##It P 91 a it i 311. .. -- f .‘..). •"7.-r,rre/747.••••2. 1111"1"31""Mili"" • 111,1,.1,1„,11„,1,11,11,„1,1,1,hilil.11„d - - • • CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 ' PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION - • I - • • r'L;Y, 1a 1�ui C_:� 5 �'!•o i?.IfMJ S �J� 12 i E V.rhV M 1�P4/Tj.d' 1 • ..ram?i•• e,„ -tl: .II Ei. . .?� w' , I '• • l —8(Pj • �, f�fk..'-;. •>• R-8. . _,i It a:• '_ �7ll�f . '.,a. • I: • 1.. :r„. • �. i' �1-3 `� L� / f?'.. .�is r•^J Gv.s r, :;,PiLck vim,iq� '+. : o,. 5• .,�r .�,` 4�jiryl..` I ��1�� 1 I.11�� 4.�-8��� :,G.K � ti�ta�'9'. 3 :•zj.�r r4j � •:: . t''J ^' •^'..0 , i. 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Mt� Kati M44.•r. •.,. .� I.:...:� ..._..� . ._. ,- - :Cif`/ .. • CA • .r.. • CA I. . . RM-I _ 2' U �4"y •i—. -..t • /i/='� _ • ' L. B. E .,t��� H r- . 4 NEIGHBORHOOD MAP a MN . • NORTH 1•=200=0• • .- " 12 • •• • • • , • 1 , • Oti�Y ��i • • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE, MITIGATED (DNS-M) • DATE: December 28,2000 LAND USE NUMBER: LUA-00-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility -! would be the RTC Technology Resource Center. An environmental review will be required. — PROJECT LOCATION: Renton Technical College:3000 NE 4th Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the.Lead Agency,the City of • Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, :•_ as permitted under the RCW 43.21 C.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: December 22,2000 • • NOTICE OF COMPLETE APPLICATION: December 28,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 —' CONSISTENCY OVERVIEW: -' Land Use: • . Light Industrial(IL) :• Environmental Documents that Evaluate the Proposed Project: Environmental Checklist - • • Development Regulations - Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The• Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. - • Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development , Services Division,Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, - - 2001. ._____ _.-__a:___ _�___..._._ __ . _-•.e_�a_�_�...1,........i....f.........1.....1......,.., .�rl.i:l;nnoi nn4ifrofinn k,moil •-- 0 o CITY OF RENTON ..a. Planning/Building/Public Works ,.: d 5Arifiq 1055 South Grady Way - Renton Washington 98055 3 'A fr.- DEC 2 9'00 gt .. n 3 n -.Ica -faf,73 - w • u .. , ADDRESS SERVICE REQUESTED -AZ "' . 7i$61.111 U. a: A•E .! 12 .3 PA PRERnRTrn PIM RPA IiiP, q 51 i 1/ --------- " '-,... s88090-0CS0-00, 049989 Itilli711111 BE GAHA a 26C:1 NF. 4T1-1 ST 411S1 RENTUP, ikal144/(Ilie 9-8-0-5-6 f-i-;L::-_,N1 .----- :-.7----„, PrIERESS -c.›..-...i.) Of 101 co _ (5) 1/1 d to RETURN TO SENDER A 1 41 31 V-4Xids:4732t.4 ts% ifillillitAitilillItIltiiiilkilliiiiii..1,111:11.14..,111i • 4- ' + bri se 'Nr• O • - • • NOTI E OF APPLICATION . AND PROPOS 6 DETERMINATION OF NON- SIGNIFICA CE, MITIGATED (DNS-M) . . • DATE:' bece ber 28,2000 LAND USE NUMBER: L UA- 0-172,SA-A,ECF • APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new - ' building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility . would be the RTC Technology Resource Center. An environmental review will be required. PROJECT LOCATION: Renton Technical College:3000 NE 4th Street . OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of - Renton has determined that significant enviro mental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.110,the ty of Renton is using the Optional DNS(M)process to give notice that a • DNS-M is likely to be issued. Comment perk).slfor the project and the proposed DNS-M are integrated into a single comment period. There will be no comment p-nod following the issuance of the Threshold Determination of Non- • Significance Mitigated(DNS-M). A 14-day al).eel period will follow the issuance of the DNS-M. . • PERMIT APPLICATION DATE: December 22,2000 NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review • Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report . Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, - Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 _._-' • CONSISTENCY OVERVIEW: • • Land Use: Light Industrial(IL). . Environmental Documents that Evaluate the Proposed Project: Environ1mental Checklist • • Development Regulations .• Used For Project Mitigation: Renton Municipal Code ' Proposed Mitigation Measures: 1. Fire Mitigation Fee:Fire Mitigation Fee is$0.52 per square foot. 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The. Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 1 3. Geotechnical Engineering: Applicant shall)follow the recommendations contained in the geotechnical engineering report. . . Comments on the above application must be s bmitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development Services Division,Renton City Hall,Sixth Floor' 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • 2001. • If unit hwc nl iuctinne a1•.n.14*kin nrnnne.l nr urich 4n ha mi,rin n nnrhr of rarnrri onri rcrniun mr1 1i4innnl nn/:f7..-.ei....1....'....I .— • 'CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION • • • • tsa,,;stt :tu-eJ e a o`x'ti Z: I +� W31''.et !10 i "� —••°�� Ii le?a1 %Pf.� �!///'��i Ian r•t th�. " r' g•ri'flc,P €a !II '1 10.Ft' o �••.al.,••.:Nyye� $l. 9.• , ❑ i 0i�:y tiq.�'!``-h"n.^ Q,� n�r1 �r�9..i k • •..• �,�, •_ ,'�-o�-js�'r •^.��^;�•� -�' • • Park• I3. •''-� E •G1 ;;" ©t••P Pk, j j[ m + •6• E`1�-f3 • r,.•t• ...'4.T.. tL_ 1 77 l Jima �,,j i t • l/rg1l -rr 'j �_..�_t.., .Il`^R-$(P) ,=Iw C•.-7Sj <�.I Via?.F _ Rr a T." ,a•r ,tS -- I;, i I.T!� .3"'r�r. °"- is �` L.- 7 'fJ'i-•_' I••. .. �. i, 3-r I '•' 'I.0,. ;.4�:•..•• . "i'3 'f „ 1-r. . • iprjp-, .1. .i:fhiiyr •- - 4� .�.: l I..:. f �`9 ter.r � �-..�-� ._., r446 .{ ,,,> N[ •{• ....Die I' .r-�--..— it _s.." r'`' •'• - ._. - �. ihpf} ! • •• ' 1 a r —Cam. --rTlur- • 9 '�'t4ia. ~•-,' .. L=I•is ram l...�tte � vl 1 -t•-!,,s E s. a' f r e'.a. R:. • ��0 rn, sr 2•r 41'r�^1''•"I �,r].?�[.yTj/,^. �c,•r'r •w�� • � / �.cs'......:9-4-04.:i.-14, •,..',E;.i.4!•,- -:: . 19 - . E0,• •k ji Fe'A 3 .iyRla�1104 . .:aed 'Q k .\., t ;fro „w ft-• • I(4r_:.a w _ E. 6TN •i". 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S ............. . ........,...,-- . 0 c) CITY OF RENTON - NAL — PlanningtBuilding/-11%-blitiWailis _, DEC 2 9'0 a 3 05-1.! - - 1055 South Grady Way - Renton Washington 98055 41- ADDRESS SERVICE REQUESTED 715a40 u:$495,4Ain !: PRESORTED ; 'm .r •tt q A i .- 4-- ------ „ 888090-0100-08 889999 - - N L 1-EY ROBIN "- \ -, 2601. NE LiTh ST 1.3.32 98056 \ Ili Itill I WA 1944115fi (10 --- - -- -- - - it"--\011 . RESS rT3D '(': , liVr G ..,.....„-,..... rx) • - .- I RETURN TO SENDER 01 1,11c1 ' cg zi? 54-a ildiiiiilinnill tit ilili itiliiiiiitiiimitliiiiiiiiiiiititi .m �- NrVO • • • • : NO ITIcE OF APPLICATION . • • AND PROPOSEP DETERMINATION OF NON- • . SIGNIFICA CE, MITIGATED (DNS-M) . • DATE: Dec mber 28,2000 LAND USE NUMBER: LUA op-172,SA-A,ECF APPLICATION NAME: RTC Technical Resource Center PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility . would be the RTC Technology Resource Center. An environmental review will be required. S PROJECT LOCATION: Rent In Technical College:3000 NE 4th Street . OPTIONAL DETERMINATION OF NONSIG IFICANCE,MITIGATED(DNS,M): As the Lead Agency,the City of • . Renton has determined that significant enviro mental 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 apOeal period will follow the issuance of the DNS-M. : . • PERMIT APPLICATION DATE: December 22,2000 NOTICE OF COMPLETE APPLICATION: December 28,2000 • Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review • Other Permits which may be required: Construction permits,building permits Requested Studies: Geotechnical Report,Level I Drainage Report • Location where application may be reviewed: Planr ing/Building/Public Works Division,Development Services Department, - Rent n City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 CONSISTENCY OVERVIEW: i _ . Land Use: . Light Industrial(IL) :_. Environmental Documents that • • Evaluate the Proposed Project: Environmental Checklist • Development Regulations 1 Used For Project Mitigation: Renton Municipal Code Proposed Mitigation Measures: 1 . 1. Fire Mitigation Fee:Fire Mitigation Fee Is$0.52 per square foot. .; • 2. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The• Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. • 3. Geotechnical Engineering: Applicant shall follow the recommendations contained in the geotechnical engineering report. ' 1 Comments on the above application must be submitted in writing to Elizabeth Higgins,AICP;Senior Planner,Development Services Division,Renton City Hall,Sixth Floor 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, • -- 2001. . If you have questions about this proposal.or wish to be made a party of record and receive additional notification by mail. • • IJTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430-7382 " . - EASEINCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ( ' • • •lrT,Y .F. 1,�g r • • -y- • _ ;' '"'. hF "j rt i.'?'a°CI l •.et i 4e.V..I • '.•"& 4t f./ -ie:2t 1r'}Vr� .. _ . 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Iis!1rr u•, V�•�.Nc. sm n �,.� j'j •ii =rtS ',t i-' •i"i'�f�� �f� �'=4A• 7 rI ..4,- tct o/: : .�' S,I�`�Sh.:. `v'� q ftl ;Y'•m:' y. _ xee - t: ,r,,.,,r.•� u r H.E._ l• • _6Tx_.,.... . • • • =t,NILII./CNria S I 1';`ri s .1.: -'1 p}1 --r-1 s l 1.•,° _I- [� - F • I ... ' �R_ B II .L L T 0 P . .- . • . . 0.r.e474e•. ,1:!:.:1..,-L_:,•.7 1 '- •'1I•;;1•i: q �,:.: ��� , ate• ' 1 t•:•,8 1-.'4e‘.0••1'?9e".,... ;--.J ' .*.;-ti. ' xc.rx 1. i- _ tt71 ,11 L'ei :;'-I? ,Ic �' 2 -. . ;�' - - •U:[7. .CA/7 •CA .r I : CA r 1. ' 1 j • NEIGHBORHOOD MAP . 1W ., ... . • \NORTH r=200.-0• .. 1,203 . J ,JZ^_ CAMPUS LEGEND /�CR O PROPOSED NEW LIBRARY • ) _`'��r`�0 � O EXISTING BUILDING S.M.0 ITECTS ARCHITECTSI toO : _ �R b �s? ._w t p SITE WORK(SEE SITE PLAN) ��"NEWIol �1��1ty���ii�°2v za N0.PROPOSED NEW PARK'G STALLSfol " *♦ :�p,,y� _- t 1451'1 a•'�'I 10�c. .' `�.�,,-tos �� 39 N0.OF EXISTING PARK'G STALLS I— 00� D LOT COVERAGE W OOPt_I sr '�°° EXISTING CAMPUS B W f oosr (SITEAPPROX.TOTAL) 1,351,500 SQ FT [OW ;AWL KI-RK�L—AND_AVENUE N-E J j I } ,Y,-.,.. .......•..s°: •-`•,•,a,,4:.. :°- ,•1 EXISTING BUILD'G b- �•.,, v0 a , (° ° '� y FOOTPRINT(CAMPUS �1�b6 "' III , K4 L : Cam`\` BUILD'GSAPPROX. J CD I` } I�- 1 �) t Pm _. �C P12 \` \ TOTAL) 334,200 SQ FT ,1� m I, K3 Id' • `/?: PROPOSED NEW -- -- IiU Ah- _l���L _ 11i '�'005F rr,' ° b BUILD'G FOOTPRINT 27,000 SQ FT a rl— j -, F-Lnrl - c E - �l O o �-� I I •o Q �• I °°,a°`° K2 __ PROPOSED TOTAL W P )voou :F 1 13305A rn I 10. "�) i` `'' I o4' p BUILD'G FOOTPRINT I- �I ,,. °� W p Rt I I I II tt it I I L �' 1'�, �� L ._ (CAMPUS BUILD'GS& Q Pz _� NEW BUILD'G APPROX. 361,200 SQ FT o0 d I I I I11111 ,•,.1 —M. I ° r�,�l�lII j JJ w TOTAL) W W N PI riZ P. = p iIffl ` -Alan [— �:. ALLOWABLE LOT w - z -` ( // COVERAGE 65% O lull IULLL II IIIII a- II anon"I� I �� 'diNk �' o • 1 `� 11;_ -_.11 (ll�lllllllllllll ` ii U W i MO N-R-O-E W�/EN-U E NE \ / PPROOPOSED POSED LOT 13351 500-27 Z Z a 25%IS LESS THAN 65%(ALLOWED U 0 0 .® CAMPUS PLAN 0 50 100 200 300 PERCENTAGE)THEREFORE"OK" U i_ Z NORTH 1"=100'-0" 1•=10.. PARKING ANALYSIS cc z 3 CODE REQUIRED PARKING NEEDS 0 K LLo FOR CURRENT: W w RATIO REQ'D CL i REQ'D BY PARK,G } Q CARS CODE SPACES 0 to EMPLOYEES 175 1:1 175 0 FULL TIME J DAY STUDENTS 1950 1:5 390 O Z 2 EXISTG TOTAL NET U PARK'G REQ'D BY PARKG FW- SPACES CODE INCREASE 827 565 2 TOTAL 82 829 STALLS IS GREATER THAN 565 " (READ)THEREFORE"OK" WE DEL 21.1000 NOTES: ,•A, J. 1.EXPECT 4%GROWTH PER YEAR 2.NEW BUILD'G IS NOT GENERATING CAMPUS MAP SIGNIFICANT PROGRAM AREA. A SERVICE ORIENTED TECHNOLOGY BUILD'GILY(IE.LIBRARY&COMPUTER LABS) RESOURCE. CENTER PROPOSED NEW BUILDING AT THE AO"n RENTON TECHNICAL COLLEGE SMSA9955 T° //Y � O� ^� — ■ m /�—`/ / mr /,. /4,r// \ \\ / F _ S.M.STEMPER / /Y7�\' ' —.� / // �� �� --All ll ARCHITECTS _ -# ice' —� , O \1 \ m\\ PLANT SCHEDULE • ,_,_-m,,,,,,_ / - ,•' ' ��/ I\ \ RECOMMENDED::'*. c 1 / ,REE/ 4 *1 \ lExrsrwc°cci° x NG CONIFEROUS TREE TO / 'I./#�`m', 3qa /,may — /7 BUILDING ./ O�w L " "�x -,n �.". .s sx°-+M �0- /��G / ! / # f.d'p 'o �i I III � CR1sTRCAT CAmumus NOPY Ez`,EERRN CATT:E`":.woc°,max OP l / i •7 r1 /1" %V,. ' rr�oo� m \r'a000a 1 I aR.i f E"' / ,, � i o'yh. .,aLoa�ae \ -,`•' / ICUERNS MMUS�e�Re NORTHERN `c.R "�x .�sx°"x CORNUS IEREAFUUES ERN DOG ERR.E # '/ / WOOD PRUNUS UT, zµ' sw.x"°N CHERR. AN,.aNuWiTEu_ / �J{ * /' n *4To0�°/�' I �~ 5 xuo R°R oaE°Rc aRHEROUS TREE °." Wit��p vt221 SOR,ea1 e/ExPINE J �r� d� Y/'• / II I E R x / - o ® // it r - \\ �xs"E�d"t°E°`AP x / * I�� $ / 1 I 0 CE1/01U R S R c. °° yam}l l s�®`�ip� T/ 1 — /COTi"'us:ER Z ��.:�t I,II `� �141181 �j. BUILDING 'uw"/ .c"�F'c w,`°`.MYRTLE 2 // Q.), 7. ,� #S � ✓oil �i i DECIDUOUS 0 TALL ACER l�"RERna iH 1piU.7,. 04,*/ 'b* 1 ' IABURNIJW Tim./uuRosmos/A1111ER1C.'1.11'1'1'"1' -J , Y TECHNOLOGY 91 ,,'�m,"��•,. , / 1 �°LUSy wIGcEo°TM°xi°°" ❑ 95 / . 47 RESOURCE CENTER fi r�� � 41:44.4FNI, i� }IiU��� �����G NOLODISCUS DISCOLOR/cOCwEAN SPRAY/rE Z y a o. ��aff/%%/OI' /1�I.� y/�/w DPI paa`G �� —J "R2 roR."�E cR xo� ( w Y; J '"�l� WARIr attic osiii QSl.'esistam � ,1: HYDRANGEA IFO «.HYDRAE w " /i '\ / � ( *i' i' aI �C �'M. r 1 s i a" R.R EURRANT W RR sx ❑• cg s^.1: $4044119 � tt` aUs i cEaE URxUH c U C & w \ / * / /� \ 1 ® vM visY/cxFAu/xrti055r nBEwF (r` + '//1 A' ?� I /' n 1 1 I �WWSTiF°u,. NNE W = Z/*< rS 1 RI /Ei:/aOnOx° U ° O/IRx, IrES_S TME-v SHRUB w \`\, *s 1,I � 4. 1 Y wUz i/"RCNEEN. A V O 1 /\/ / Rl, 'A / _ �:,--: I' I w n/wrros nauR"uu Q• Z to`l(/\,/y/ o tt tt R��°p as O cs sxRC :UL °C Z Qs! —s I , „l y a,, ;- -,�'o, RosEv��/ E.c,.EERR.eUSH . ¢ 3it ,,^1, ® \� I uRU .,,, ,,,,,.s. E I GAL a oC : IJJ L,:s- / f/ A' re a! BUILDINGB• j�/ t ft* :, i,...*- j'r14 ?a:4„,..... / '}_ 1 MONONA R rsi"�w�nsrsE"`�sw° cn sEE 40i ,0 * o' 60 lei i / I I // I % nE —, — t If — — A ae/ /Itterti• 400 e .,,,,... i/� —— 1 L— — /iR'ELLn ER FERN— _ — --— n. 1 P 1 1: */ ,fit � .00,M•17 . i\ �/ \// 1 sR...R EoxN °�".�1111 �ni�* { I ? ®\ I. Rlv E CcxERc.ER 4119, tfr ir./1 •P ;i \\ \ _ _ I HDEMI SP. os<.s�EE GAURA ERi w TROPE./E.SPURGE N t I 10ooirl i°"H.`R"q xR°R �`" /', aOr GnP�b�° j2s � % �' ---- _ I °`°U'°*uu A.•NtA ,4* I' I r0 e e fia sl , N— � o / i x°°/. l/SWORD FERN ° Q .GN ,it ' �i '. o►ol 1 E`G �/ / —— / / / J 'v"i "wWsn RowEx 'CF. REVISOL 4 \ a9►.s o� o►�u J". --4,,°-/ - 'ca, o //\ f , o \ x U CxE RR/ U t�° J I .' ©°?fl'�.�k,A:-.1 , \ _ ,/ _/ V DECIDUOUS LINE ' /' r=mc.vEnzr t„r..9ivvwx",E../ -_w•�, ®/h�tm- . /t .°°pm© W' —` -----' �� m •ate -7-c>,...._ _______------___ mutt .w,RT .. LANDSCAPE SITE PLAN 1 ±IF 4 // / STT1-- T 1 _ L1.0 NORTHWEST 114,SECTIONS TOWNS*23 NORTH RAN(;E 5 EAST WM / ~0001g 2 / °"-W / , /K ,,.�. ' F ' . A 1 �, . /, Qy e d }f o SCR® 8 Mg 1 = J9 1s ?l- ` := �,/ ./ •-.1 - „0.0.3.12. ' p d' EARTHWORK QUANTITIES 81 25 ,..2 .. ■ 'u� ,- -- ���` / ° d �\ A I I EXCAVATION 1,314 co '4:'''*-.1'-''- .k,\''',\", - --- WT90FgFYWG .-/ 'S- -I `,,P NOTE: y AIoaMQartm •. / /" C n _�- \Q_1 ,! r I 1 r + THE 0LMNTI0ES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED F. T -�4. „� �y.:•� -O y ',or( U � -`.( C��� I FOR MUNICIPAL PERMITTING AND RENEW FEES.THE CONTRACTOR SHALL ro _ --_ A. ®- IGNORE THESE OUAVIHIES,THEY ARE EXCLUDED TROY THE BID DOCUMENT 1-a / .' .G6 Wag 7 .eq 1 CI y�-_, 1111M �� I U INFORMATION THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR 1,1 i A'^� ""Q ti y -----�--f AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL 4 ��°0 \ \` \ 9 .+ t• PREPARE THOR OWN EARTHWORK OUANDTI6 BASED ON THE INFORMATION + A ` / -y,y I .. ,,I '1E4, i' , PROVIDED IN THE CONTRACT DOCUMENTS,INCLUDING BUT NOT UMRED TO tT- !/ 'I /.. Y mpx / // - -l / }' DRAWINGS,SPECIFICATIONS,AND THE GEOTECHNICAL REPORT. r.Ya i � // 0 Y"� 4_ 111,• ° i /`. (, .. �^ C - A JCL' O O A $ffi�Ad�/ �r 1� �1� u�4\ 4��4,1.,4 0 1 �'s _. f I • LEGEND EXISTING REMOVE PROPOSED E. 3 �. II� �0 III I �;, - .. Ia--1-: '$$' \> + ASPHALT PAVING „ L AM ,4 w W,,,,CE RNNR 111�O.A•Q� •,%, @ # + ASPHALT PAVING W f.Elplolri OD I 11= % `° CONCRETE PAVING p • 4746 � ..4�' ! ,,.'', i - ^; • / BUILDINGS 11"`"..a 7r - ��' /� / _'�,. • omYtVmnIL� '1' n .. , CONTOUR(INDEX) -/Co- -ICO- , ,, ,,,:p4olly PI* / ��, , ® ® _J it I f ♦. i WATER UNE €r t0 I ... ! /ill «-... ® / .... V • STORY DRAINAGE UNE j'/t a j a,mc g / I !1' SMEARY SEWER UNE i Oil / `!r,,, n / WM PAN00 i T mwil in TELEPHONE UNE , —i— tpa@ / S.` / AMA 1 • Qu.1 s - ``, /. Nn A�Vu PAwmrt I t} � • CAS UNE —c— I scd O .tw:e + CURBINGit \ I I RETANDNG WAIL ° r AA L. '�'.1 ; ' ,i' T A mrc� Hl IRIUIY EASEMENT g 3 1 �$ Q g ' ;�j /f • 3Y „,,,,,,,, :c ....+ TREES 4 fft • u I i:� ~'- /1 /,yL�, ` T= E.... -- __ T -- -_- �_ ` WATER NETER/VuvE/FIT® 0 1-� � .:�' '.,,,,I l - T .�- - -' WATER METFR/VPLVE/FH _ El -_--- - _-_- �.-_�+ T�- .®�- ,I 4.Mf'µ°qx.' ' .,. --___1- _..�,._--���/ .r8 le..- - ..� .y,.6 ±� — _STORN-CB/NH ,k� •- --_-. -41 8'..$'## 3a r/ -- -i P- -_-- - _- " _ _ --- r y SANITARY SEWER Mx/CO I • -o A .. - _ .i ° �f °,: a"- _ - _ 'i 4 {-(�� GAS VALVE/METER LA E d CI °" ._\°" , 1. o"I°—a,' o„ _.�- d= o `o Q��'wv STREET UGHr ASSEMBLY¢ +x m f == - V \4-, �- m- � � SIGN - - ,,,, _- ^. r ____ - _--_-__.___-._ __- _._- -_ __ CONSTRUCTION UNxS --- -// E�5d ccJ - _ - -_ss-__ - d -� -— Gall before you ,� Dig. r:. 1-800-424-5555 mo se,..,x as•T 0,14C , ; kEn'AP RENTON TECHNICAL COTERIE Eater COUGHLINPORTERWNDDEEEN /:�°d. , '�; ax "'" '"I • z ;2j i RAT{mp F�M. I L off° LEVEL 1 GRADING PLAN C1.1 'I wpm bye I NORTHWEST 114 SECTION&TOWIJSFP 23 NORM,RANCE 5 EAST,,WM I , I ILL F- %j { _7' ' ' t t E.-xl / . . 1 f a w S a. oao;u uus /:7n s- I> 1 1 If , so ^y6 PW,321 os IATMTpN VNLT - ,{� Q ° b L_Q9 E=3121521YN5 ./OhAROANW " L7a �s IX IE,]I895 le'(I)sE (W'.z5.1161'=7,125 CO ,' .,' P-'A.f., E ,yr'R a SCALE 1• 40' a Ex IE=31160 It UJGNW =yy / %; � � ®Y I \-,iI ,tt MALT 111 i / — i., sum 717EICS r �E �' \ 1' `' %'_. I O�f..�,I !'/ / reimitslit,..v,,,,,,.., 281F 11'ID� ,,: • 1 d 3' —%\ ' j// { 4 y. �s J/ / ! F1®16x4 s00ovtz'so __ / ., i' _ '�— / LECEND / � �� f4� r..;.�,),`�.,,,.,,.., O O s / • Q. / I. 1� _ V � 'ii���Yy1 I'.•` '^ % {' #' DcIS1ING RENOVF PROPOSN F /� s // /� I i . \I ASPHALT PAVING ..:'." z / / ' I��A''�- ��:'� earnw I - DaERIAY f -.�� ,fY., /'� •• aE93u Exrrtx "' 7W41 � , I 6 { { ASPHALT PAVING / s ¢ _ IIIII' CONCRETE PAVING �. F.Elpla 7. p "rik iYTfflw i YI �[': _ /../, PN=328T4 \ -/ _•"��� IYh7 - e „ __-- ''� CONTOUR(NOM —>.— —100— �4pe_ _ 'T• kt. •i HH/ E=3zo 63x 1z(uMxri • - -'ti { ,{ 1 CONTOUR se- —98— - / 1If' J ,MA J286 _ 6 ® ,a �"-_, i rr->Kr1 m `, .' { WATER NNE w —W— ,'2 IE=321514 IS M)SY ' . ® 3. .Y ., �'6`m"", { IY / /•li /;_4. •1 '°� '� ® •."••" STORK DRAINAGE NNE—sr____ o $$ IE=Sz1.51z 13 NE- i'I% S i '• o � � Y ''MTYPEII2 j=�wv,, i..:... Ii! fffSANITARY SEWER UNE--ss- —SS— NN=32B.5Nam.6.1` r' I i))) .. i ••IS=322.28 12120 5 ,/ B.X �)I// ,, ¢-3au9 1z'(OVO NE / not•,-mm ls�x •, „„ A_,......,.... � _ i� i { POWER —P— —P- 7Q 's mN=3x91 / '�'S�y ,# IIDEPHONE NNE —_*— —T— %@§% `y�' ,, , / WADER wALIYYALLT � -- u . % . 6 ..77" '� R=32268 ix'IN)S.SE -IE=32168 21M)'AP' (3P.10'115' .350 C f): I, G45 NNE —0— —G— E=12291412'VI)Sw a _ ' / _ 414, E-322.912 12'IWn NW ? / J' ' -I v f\�Y:LL % CURBING O mu-n85 - Ia,• -... USERSRETAJNING WALL '. -- 8:=]z311 IZ'�gNa SE �,a •-• - •• I xFo ¢=ATe , , ' UTINIY FASENENT.4%4 A,E6A, ID o�asx - - �)~;. ../ - El .i ; 3j - - ;'eW, soauwT _.C - _.^ y - - �•- ,., I_ - ' .... _., _ '._,_ i" / : .. - '° . { " SANITARY SEWER NH/C0 0 • • 5 # o r ` m ^-4. ]°n- . mica°- >m J - - m � -O.: 0 - - T- _ P 4'1�� CAS V/LVE/NEASSTER 69 ® q C -�{'- -- -.ate�+ \ , °•F eDIB - f v - `�'=_._ J '�"- ,"Q� `' - -- -- - -— STREET NGNT ASSENBLYO--�Y rTA - �A 322.0 1 RNNp1 MY BrP mutM1E-.- �- o- ,_ -• =r:. "' _._ SIGN a a . ..I' 322.0 RIu, - .�__ _ -s E=]25L00'(OIIQE- tw32515'')w AA -_- _ [-325.x5 re E_]11.91 6'(IN)NW ______.-.______ _-____._____. _ - _ ____ d,) - i._1 CONSTRUCTION UNITS -—- NEwNw..r Call / _ before you ��„•.•.. 1-800-424-5555 wunwww mNa 1.z,1 1 C. \ UMW RENTION TECHNICAL COLLEGE MEET' COUGHLINPORTERLUNDEEN „�d"� ® °�`"�'°i°°it"'w.�+®WW1 aE a z �r, WA -01 I' F o6.1.9691 L•]o LEVEL 1 DRAINAGE PLAN C1.2 jw�a,,, GRAPHIC LEGEND:SITE PLAN / \'� -" -55 _ j' '? .,_ �" a 6F'NOTE FROPERYLINE �i-- ----------------- � J /' , :-.7:-\..--,,,,:z"-‘ �O !SEE CINL.RE-OARED) —ss s . /CA`,V\011\\1 •-- ) „ - �T El°Sr.L.osum —' EXST.FBF ^ Sy _ -,,,,_i---P1 �� ,,' `�'"; —•— EXIBT.GFINCE TO _E .---�1K/-I}'��[K % �, `.IEWLAzOXAFE A`D SINE WOM EE IEM.WffiG CONSTR..A. L'.• \ 1 "} « �" "�" _ � O r• ID00.ASPIN.T iO BE REPLACED . - '�' ,plow `ss W AONi CONSTRICTION OM = Ai U" /' I�warsa+FwsN STORM SEER 1 �,=+- ''J f BUILDING"F" I I CONQETEPAYETET SANITARY F81ER / '-..4-I '�'�,' T�• �" \ s\T -~ „r PARKING IXISTNS AERLY.i iO ® /' m eE rEPAYEo GAS L. \ �'. �i-�TT ay�:,� ~\ -`- ,% `,O ! ,.AREA / _ _ — WATER L. s' ,7400- �. ','' ,�•! r• ,,' %STALLS a,a`.. '�1 a ,'1 \ �\;,, % -___it°BE DEVLI61ED • WUTATERLINE / 1 �/ iI;!.iy/- P,y�'FY�`r(�sg y�C'.a' �, 'v. `--- S IXISTPG W1rOdi O.DER 19 TEMPI E / '/ .xX�- %� 'r Ae 7 �`�^ / j. {C"!,1'v F"F." k• ''- ^A' -A-,-- A- Y `Ai FIBER OPTIC LAKE / / /,//%;,'.c�' BUILDING"D" ..- G = 1 `. .� L Pr"n PRE HYDRANT /j/((y/(/y//p�J /' ' -,^�" BRICK BUILDING :. . ..- ... ... fIXNSTFGTTPLCA.! 0.1.0 EWER / ' •` �////F'//�• �: FF.E '4' ''�..'.`_.:... \ / / ' /' /E. / 7? ,(.'* LEBICK BUIMY ENTRM•CE) '. ® CATCH BASIN —..— WDEFGRO.IQ POIER / / �� '_ / m 'SR f-,±.i /o S_ A. SPOT EIEVAnON 7/ W'Y /' =yS° yA,�,, ' ,ti..: .'.� '::.'.'. . � .::..'.' r • (SEE LML! p IS /" tsil°''a� W KNY ' •, z/ ,,��a ' GENERAL NOTES:SITE PLAN /l ®, i'l,'S'�L' A'� �,) 17 "e" �'P,.E:�;��G\A1'.',Y ".,: _....--- A SEE'CA9A5 MALS..AlO,FOR p.K.I.ANALYSIS.ZONIUG,AD LOT IXhERAGE /./' i,2 ^� ,, I ..(:A.��. � i`.:' _->r- .,.I\e B REFER TO SITE WRY.,CIO FOR ALL EXIST.SITE CODItIOS /Zl� •ya ;/ -/ ► " - !nf}� •f :::�:'..:'....:•� �'' s �i - G SEE f:ANMP15 SITE RAY FOR SITE SQUARE FOOTAGE.LOT LOVERK£,MO PdIdSNG /�0, .�:/'„*SI '3365 , 4 � ,, be,),, Li2/24A S�`-� r. —i �;'i.':..',.-I, ���� ;': • �' ___ ., "g I!!L PEDESTRIAN PLAZA 1 PLANTING( filar Y AND RESTRFE EXISTING CENTRALED f EE NO E]5!E%S PY GRM LAFDY_A£FDR PARCINYa LAYOUT).nI PAIXINY AFE4 TO BE EME,1JEDnL,NOTE NEW PIPER/IOIS PAVIG BTSTF21 N N.AREAO /,///IfiIFKLER WEER ROOM,SEE FIRST RCOR PLAt . \]J �NS�d8�822 OTMP SF t���. ' s �! iE! / t: BUILDING A/v/ill �' 3RS.>5; VKQII .ws`r'.,.,tiv``..ISHED B'RIDE LAWSCA£B3FQ2 i0 fET1AM ALONG Jr]i£FSW AYE NE U ION E:UI,-HOUR I� ..''.N . 7 F F.ELEVrVB.�Fv= (AUTO SPRWI4Eft5 SUBSTITUTE FOR,N -s,�-.-(•SANITARY SEYER RIDER D BUILDING TO BE REPLACED AND //� ,, CON51RUCnON) R 2 4 'y •.«'''--' OENCASED MrsEE CI,u [/ °'�� occuPANCY' ir �� 3 .'/ — ,H�:—, ' 0 REROUTE EXISTING GAS U.FROH RIDER PR POSED BUILDING(SEE UAL,. / % J u. 8=30]63 SF (%' µ I /{' OPROPOSED CHILLER PLANT LOCATION°BUILDWG C'WrH BELOW GRADE CHILLED / ,,,_.( 1, M -�«N•Y I W WATER LINE ROUTED FROM BUILDING C'TO nEW BURDRG / 7 '4.- s / , I I /sz �____ �1 OWATER LIES(DOMESTIC 1 FIFE!LOCATION M R�XNITY TO RSER ROOM(SEE lY- /' ',' V ##r s,/- G�--�E° AFLNI}ECNRAL BOOR RAS, YYY s �y j,i w Fj.O\ Y «. ®GAS.RVICE I SEE CIVl, \ '/ r I' y �//y� I� _5z / % i y�_G-I FITS OEPARRfrHi ACCESS 6vD EFE1RGFNCY EGRESS AT JFF£RSOI AVEHE NE.f]) a%%s �O�Y /yFAY1E� , _s' _i��y�- T- 11 LOCATIOtsn(6'RIDE)COCNETEW.AY AND STAIRS TO CONVECT N.PAYED /A2, Y'/Y ° , I,.. - 'sz C WAIGLLAT WITH EXISTING SIDEWALK I { I� I.- zs ®,A�D6 FOR FIRE DEPARWENT ACCESS AID EMERGENCY EG.SS AT PERIMETER I /O J.-jar% • rs n� fie— �,1 ;'•' '_ -11 1, ®ELECTRICAL TRANSFORMER ENCL...(T'XT X 5'ROW / l � •�( O 's\ ° .GRADESTORMDETENTIONVAULT(SEECIVIL, i BUILDING"B" � �,, ®� , ° - ,`� ��' BRICK BUILDING ®BELW GRADE FlBER OPTIC RAa F--FAOM BUILDING'!'TO NETS BUILDIG. F.F ELEV-aaS 62.(SW ENTRANCE) (SEf CAfrU4 PLAN ON SHEET AOU / I , 0 V', /,• FF.ELEV=aaa BO'(SE ENTRANCE) `\' i• ®REMOVE EXISTING FENCE RE MOVE EXISTING HALF WALL 1 RAVNG.DOOR TO BUILDING le _ 9•.RERAN ACCESBEGRE.FFWM BUILDIWO, / III}f% id / "':\ a m MAIN AIED FOR;%',VAULT717.6'HIGN WALL Am GAR NOTE n''''' } %A I (- �E ai `Ya � CHNOLO � !'��! 10 ESTABLISHED PLENTYiOOi LAWYAPE BRER TO REMAIN. I q'�� �1 s�'� , +A,e',,r� y - I' ;,a' �( OURC'� Ssy "/ /L liCI,��STORM DRAINAGE SYSTEM.(BEE LINU p Al!'7yN, p 'i'DELIVERY AD GA£COLLECTION ENTRY.-NO RAISED CURB N T,.AREA �^ U• �, ,,I- _ \-/ s' y 1\ -, _MINTY-FOOT WIDE FIRE LA@(SHOLLN NATO-ED,WTH PLENTY-FIVE FOOT INSIDE RADIUS* `Af f L C E N T E �,�I '?.a•'-.`• \\ c/ ®FORTY-FIVE FCOT!INPUT OUTSIDE RASES IWII 9 ,J,, Sys - L �'{.,TRANSITION 4 A FRO,NEW OVERLAY ASFIULT PAVEMENT TO B0ISTIG ASRIALL ''z/Y R I ,I,I - " yS PAAEM WNJOIWT(AL�MG,AID LMDSCAE ureRAnONS TO CENTRAL PAMINi T'.,E1'R TXG / ,��, I t } fJ R�W'EfrR NOTE EXISTIG PAVING TO RLTTAIIN9O'E PDICATED AREAS I sJR.I;(�� NI ' y.1J , s n -______ S^// .. r{J; b TECHNOLOGY �s J/ RESOURCE II 3 vw T_30'SEffl4CK ,B • S JALLB.3 EDSTnL,s_. _ Er�� ' - -T- n CHECKED. P. CENTER R° r • ;� lA \ !J -' i/ ® RNew,i' k- - - I 1-4—_� '`y` n ---,s --I- ; 1\1 (��i SITE PLAN PROPOSED NEW BUILDING AT THE ( • _ __ -- RENTON TECHNICAL COLLEGE TAT _ „--;-- R---; --`- `- EXLSSJ G \ o. �L _. ARCHITECTURAL SITEIPLAN- S' =I—`' _' \ 1R( ,=Bow' PROPERTY LINE ft NE 4TH STREET Al 0 ——ram == -! —�-- 1 \ I,RV C _ —_-- - - - s--ss—_—.s—_—_.—_—_" wssz - - A :z-.--�=�: -I; -1---'-------------------'—'- 9955 //�� O O O 0 O O O O O O O° 0 0 KEY NOTES-ELEVATIONS:O AWN ENTRY w/STOREFRONT GLAZING SYSTEM, ■ 00 0 COVERED ENTRY. S.M.STEMPER .�. �.. r - �. - e _ 1 ( ,�-. -._ c ., MAIN STAIRWAY TOWER TOUSRARY w/VIEW ARCHITECTS r+� 369.50 _ __ CORNER WINDOW. !IMMI• EIMEM EMENIM EIMEN UMMOYMIEMMI•EMME MM!. . !Ml•ME_ ETiE�Ii! O O BOOK DROP , i -...trIi... 11 _ MI 4 ART/DISRAY WALL II��_® II II ® . OH MI ..—® -I+III 111� .- ' •'-''' - SCREEN AROUND LECTURE HAIL HVAC w/METAL �I�"p.���Tl _ _ 1 ._- __ _ I���■ O WALL PANEL i � i�in�■�■■i�m� u�.Iui� ■tllliiiu� WI■W■more l Fi��j■�� ■■■ � L% 1 I11lIU Ui.I.I bf�llu1■1J,■INIIN 111111■I.II _ l'-�'.. _�._pLJI „1 - __T Milt 329.00' O LOUVERED OPENINGS FOR MECH PENTHOUSE - ____ A O AUXILIARY ENTRANCE TO CONCOURSE w/ 6 0 0 0 00 0 0 CORNER VIEW WINDOW. L L L L O SUN B WEATHER SCREEN. 0 EASTi.ELEVATION CAMPUS ELEVATION o CONCOURSE TOO FIST FLOOR8 STOREFRONT WALL FACING COURTYARD. -J _ 10 �MME,INSULATED PUNCHED WINDOWS. ES�NRNISHED BY OWNER,GLAZING AND Q O �\ O 0 0 �.I i_� O, O 0 0 �00 O 0 INSTALLATION BY CONTRACTOR) O �l AIR HANDLING UNIT II CLERESTORY STOREFRONT GULNG SYSTEM IX I]_ _ _ _ (SHOWN DASHED) 369.50' Z CL --- EXTERNAL SCUPPERS P.DOWNSPOUTS. I1.1.11.11101.1.11�I1.1a11.1111.IILII _ILII._IIJI 13 Q G4RR4GE8RECYCLINGENCLOSURE. W ��I�I'�I! hi41� Ii �4 III '1i ill ill III 111 I tli Oil I�i �Iq{''�{I ,�� `�'� �` �, r� Fil _ --� LEGEND-ELEVATIONS: C I I 1 I!(� II II_ _ _ �BRICI(MASONRYVENEER O O a .sOC• r. �' .. I C ...!© ❑METAL WALL PANELS Ij W ON cI II t�i T� o i S c7'o 329.00 ❑CONCRETE TILE ROOFING > CS W Z --- - -H - __ e _-` e J 0 F .. __ __ _ • _ - - - .__LINE OF EXISTING GRADE q d U L L L L —PROPOSED NEW GRADE W Q W O LONGITUDINAL SECTION TOP OF EXISTING FENCE I— o E fl Z Z Z ---TOP OF PROPOSED NEW FENCE al = Z 0 0 00 o oo oo 0 0 0 0 0 0 W F- CD o = cc F- Q PROPOSED NEW _ _ _ _ 369.50' D E FENCE(TOP OF 's^v —•"i:k•.` _a ,. ---14:�[wjl,�j... -t_-..1-- -..;....- � - A O EC O FENCE SHOWN a ` -'�' '� DASHED) ! I �_ I _i N I 11 11 I I I p I pI I I I q I I I 1p 1 -I I- I q I I II pi Iq II I 1 4 I I I I LL U LLI EXISTING FENCE - I (TOP OF FENCE i -- m_ --�m - IIIII ® - - - - i Ur SHOWN DASHED) _ t - . - _ 0 NEW SITE WALL _ c. _ __}�.�__ _ _ __ ___ __11ET. f -_µ�T Z -_ ,r. t i�fl J J W O_WESTEDLEVATION JEFFERSON AVE NE ELEVATION 40110 v 0 0 000 00 000 0 0 REVISION 369.50' 369.50' t �\ _ I I -CIL O`II I I I I N Q - NOV, A DATE:DRAWN F1,j' EAST,SOUTH • NORTH,WEST FENCE .'' ®' _ _® NEW SITE WALL ELEVATIONS TECHNOLOGY r„' r— 11 i VEW r, . ) U NEW ryry {{ --,,,,L,,' . 329.00'- WALK _ 1! r I rill__ __ ___ /, RESOURCE v i 0 I,w,,,wwGr " _ 329.0� EXISTING t CENTER /\ WALK EXISTING GRADE -------------------- - PROPOSEDNEWBUILDINGATTHE ( 2 } SOUTH ELEVATION NE 4THJSTREET O3 NORTH KIRKLAND AVM NE A3.0 RENTON TECHNICAL COLLEGE \J SMSA9955 S.M.STEMPER ARCHITECTS • -- - - n�.G • — O O O O O O O C�0 0 0` .. 0 : I4ZS' I '7 1 - I : : I . I1 lI. M i;T ®/ ,®°li 1 r Ilia ®1,_7..\,%® i030 I E. I ICEO s I' T 11 - i -"!'' II_. al, ms w., 1 1 \-- w ......... ...-... . _ ... 'II ..Cal4TEZ.. II.'... I C1 p !) pf...9.1 1 a 1 ne z..5 L 2 m 9... } L 1- 0 . ^H �� r — I q p CIL / Ztl I o - Q L 0? L J v.' /� ,-, W = z V z = l../ Et o CD GRAPHIC LEGEND:SECOND FLOOR PLAN KEYNOTES:SECOND FLOOR PLAN - I - - 1 O ATTIC AREA ABOVE 0 TAN LOBBY MD EAR I-NO.R RATED EGRESS P6`/A'E I _ �/��) CC , VALUED LfEA dBOTR.SEE b1MMG 5ELTIONS O MEO4m..ASIC AeovE.• 1N GiEY SE ATTIC PLAN SHEET O 0 0`�' O BUILDING ENTITY ABOVE O 5PIDT ROD.ONELMSED FERPETERWALIS } 3 O co BUILDING ENTITY BELOW —IU 5 nn O OLEO CEILM5 OwEQ NAM MIMIC TEADMG RDRI O ` J FI%ED/BUILT-IN CASEWORK O COR.ER NEWM..,TOMOAL Z O LIBRARY MSTRCTILN ROOM STD FOLD.FARM.LOLL U MOVABLE FURNISHINGS F- ��Daa STRUCTURAL COLUMN __ DyT OifuE iOFST RODR RZM ATP.G Sr'E reLWNIUL _ _ _ WELL SECTION — — - __ O REFER TO BURLED TOUT RWf FLOCS TYFIC2U _ --_ ___ ___ - — __ -- — — __— - _ - —_ - -- __ __ _— __ REYATC.N BEET Atl FCR WES AV DCS?l5'415 BUILD MG SECTION NO --G�\OC\ P. GO® aO�F� REVISIOH 00000.8 PA v... 60 SECOND FLOOR SECOND FLOOR PLAN ,_\ PLAN a T-0. NORTH A2.2 SMSA9955 c S.M.STEMPER ARCHITECTS O C� O O O O O O O O(J �--] + , 1 1® I ; lSM6f1O11® _ _ 1:ss 1 :i • EEO MI SP MO arc - . �; E. WA 7 `E® ® fir ® ® r T 0® ® ® ® ® ® <mBl OCES ,'DE: 1,•,� ® ��/ \� ' "mod" O W JI .p u • [RICE 0 3 C \ ' W f _ mD7Ci `� I IbI ICI ®�:u � Z bbbo 0 .,, .. 426. MEM \I �' Y/ r-,\ _ 00 f W z° -11 ....m.,_./ ,I b L L ' Iiailir iligll \ U o O Z W V - GRAPHIC LEGEND:FIRST FLOOR PLAN KEYNOTES:FIRST FLOOR PLAN I ��� I U Oz cn I DEPRESSED SLAB/RASED FLOOR RAISED FLOOR AREA(DEPRESSED SLAB, O - r O'-J I- Q 1 LOWERED SLAB O FOR COMMUNICATION AND DATA WIRING /-��/ -- I - - -- ---- I- O W 3 BUILDING ENTITY ABOVE 0 LOSER SLAB AREA SHOE HATCHED. V L L CO o APFROXIHATELY 30.LOWER THAN MAIN /� /^� - - BUILDING ENTITY BELOW FLOOR LEVEL. �l I II I O O O ix W F 3 CORRIDOR EILING RSA:I-HOUR FIRE RATED } UT FIXED/BUILT-IN CASEWORK. O WALL AND CEILING WRH STOREFRONT GLAZIG I g�iDi.,,,p 0 AT EXTERIOR RECITES AT WEST WALL ARE ODE COMPLIANT FOR I-HOUR CORRIDOR 0 AND LIMITED TO 2S,OF WALL AREA DOORS E COMPUTER STATION ARE CODE COMPLIANT FOR I-HOUR 0 CORRIDOR Z OVABLE FURNISHINGS I-HOAR FIRE RATED DOOR ON MAGNETIC - °T'��( 0 HOLDERS HALL AREA IS AUTOMATICALLY 0 STRUCTURAL COLUMN /� ISOLATED FROM I-HOUR CORRIDOR W JIIALLSECLQN-- O_SIIN AND WEATHER SCREENS ABOVE ~ —- -- OLECTURE NN WITH TIERED SECTIONS OF �..� r FIXED SEATIG SEE AUDIOVISUAL DRAWIGS /, FOR INFORMATION SIGHTLINE5.WALL AND \/Y\) BUILDING SECTION CEILING SURFACES ARE TREATED WITH ACOUSTICAL MATERIALS AND FABRIC 'RIGS O EXTERIOR PA VEMENT ISS HE P FOR J P VE GI II FORMATIONSUN AND UF_ATHi_FOR R C\ SCRE O 'CONED FLOOR EGRESS STAIR REFER TO \.\r ,.sr:c0 O SHEET A-. Q. GO O REFER TO ENLARGED TOILET ROOM PLANS (TI CM AND TYPICAL ELEVATIONS ON SHEET LA.N �-� FOR NOTES AND DIMENSIONS. C� DATE CCI,Ma DUNN SIT so FIRST 'BEM- FLOOR FIRST FLOOR PLAN - PLAN 3IJ2-=1'-0' NORTH / A2.1 9955 NORTHWEST 1 4 SECTION 8 TOWNSHIP 23 NORISS RANGE 5 EAST WM i(10 5dP 1 1 (,, I a_ ,4 u_ 0_ 0_ 41.4 2. OR 3 345 45 . . C")1 Z71 • . U•-1 P 340 JEHERSON AVE NE, 340 HMCO lAt nE 11 VI PROPOSE. PROPOSED BUONO 0 11' 335 MK 'ELqi --1-; - 335 ,,, Z 8 - 0 g 330 I - ...,__ .! PR 330 OUOSEDI 11AIDD0A1' AND 1.141D, 11'EL.329 00 MUNI GRADE "`..E° 11111111111:11MIllii- , PROPOSED fr El.32650 EXISTING SIDER. STEPS • DD' A .D . ./,'1' IMMEM1MOMMMI 1111•1•511.MIIMEMEMON 325 -\-, liALNIVAT 325 . ___ ____- • -: IDUsiND CURB t--,-.-4,,,,-,..1, ,-,::-,,,,,, , _ Z'—'' ' s' • OMER&ASZ\ ....11,1:,D .-. -.DY,A1.AF.,/,..=— [ WIER k ASPIDU ., D!, T ' , D.,, SITE watt V ,....L 320 . , , 320 ',I L 0 0 _•,, -----__ ,y D',. ' DEM SOM. DIFING/ 315 EXSTDIGY 315 4'WATER C II E CROSS SEC110N A-A CROSS SEC110N B-B LT7 SCALE 1'. S'VERT 1.=10'NOM, I'D 10'ROM, ri. . li c , 11 . _, 345 .1E1TERSON AVE NE,'— f, ,111 __ - _ 340 • -,--r -- 1.'1. ,r,.<„, /PROPOSED BUMS - 1.-1.' PROPOSED 335 GRADE gl R MOOR!-1 •,.1,-1.-11. 330 UI" /r''OLLOS7.%9101\ A D...- D.---.....\_ '—..-E...-E--..MO OIING CURB 7t 0.0i&ASP) \ 2 — 325 , _ -_T, 6 _ 320 DUNG/ . 4'WARR CROSS SECTION C-C SCALE 1,S'VERT 1.10'HORIZ 3 KEYMAP RENTON TECHNICAL COLLEGE SHEET COUGHLINPORTERLUNDEEN 1N'el, 5' S.M.Stemper Architects,Seattle,Washington 98101 - A OONSULTINGSZAUCTJPAL MD MIL ENGNEDING CORMUOION Da LEVEL 1 C2.0 217 PINE STREET•WITE NO SEATTLE WA.101 :;0211-1VI \''''''''VI fr g ....- SITE SECTIONS • gg NORTHWEST 114,SECTION 8,TOWNS 23 NORTH,RANG M 5 EAST,W 111:1 co / 1.1 swim T /0_az / / sm 11.• N l l/ ja / jr n p �®d 81 SCALE r-40'a _ = p� )ii DA.ONC I' ar- :o - =/ s `�< F `n ai `i• 1 V4t4.9' "'' ' ' �uPosR REcwru ` '�Qm,� AL . 1 - Zi TRAVSpwER DEMURE /.c:', p" ..;„0/I. '' - ®- . , . / 1/ilk%'%l%fil`!lpllQm:o N"� ' o ,� c a! 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JF �� .02 •oq` y b (® 7 ul N.E.. 5TH PL � 'k �� I' [ iE RV h. .„ - '_-1 a� is j „ tiF/ _ •'tiII �IL,.,L ' ''u W W ii ° j >a' ,� ,,a , .__ $ -: L - T- i. R M-I _ W w O J 'V' IIIII E o a�„_a O V o i , s, / CO ,. z'' ' I f NE 5TH CT.• G .IV Y ; 4/" < III-r -- . ...._ _ N E.nEDMON 7 • . .,., . 'c h ,,: Fco I -t" `1'ey- '8, 'aa Z '4. 'dill N� I l' ► f' W .,'- e a7' :I`i. c.' y•... 6 16`'.-z 4, -I Fs h�:ww:31 :i ��^ ---- _ `k U' fn h aFERNOI -, NE 4THC .';` f.! .~V /.�\!--_4 i1�/J �I .� n _` :..3. _ 9 .,I e-1 „'I,,H:,,I'.,;�p.P'�:r 9Z1: - _)I' �; L7 s I 0t - .. , 2 7 �, .-, . i -- __- __ _ — _.47F I— /�� [_ � 'UM iI, I i _',Gf-NT aS Ese '_ M-- . ,'iT „ '-` 'f /v,P NO �: a RM-I /'' A �y scc 3RD NZ C, i4 C RI,ADD eo DE zPA %N�/ B E •�Q�OOO H — oNEIGHBORH00D L '3c3 ' MAP TECHNOLOGY [� ' C10E n .. Fc - - -- - ,'_ RESOURCE' CENTER ,NORTH NEIGHBORHOOD MAP ,Do z� 400 DOD PROPOSED NEW BUILDING AT THE l Zoa A0.1 RENTON TECHNICAL COLLEGE SMSA9955 , , . 807420-0050-0i • ,,. 807420-0055-04 • CERKICH MELVIN M : ' 653911 '; DE CARO ALBERT 900543. 555 JEFFERSON AVE N 551 JEFFERSON AVE NE • • , .,,-- RENTON WA ' . 98055 RENTON WA . 98056 -,. . . . . , . . . . . .._ , . . ' , _ . _ _ . • . , . '- 80742C-0060-0/ , , 807420-0065-02 • CRESTAD OSCAR. T• & DARLENE R072546 • NAtLEAN' MATTHEW W CHARTERS 879999 . ., PO BOX 2236 , 1 .. 517 KIRKLANDAVE . RENTON. WA • . . 1 • i 98056 ; RENTON WA . 98056 " , . .. . • . • . , . . _ .. .80742C-0070-05 0,, , i. 807420-0075-00 : DANIELSON- DARRELL 8 BECici 130638 : . HOWE EVELYN J - 799999 12228 NE I4OTH . ..', 14548 SE 5151 ? ---. KIRKLAND WA ' 98034 I BELLEVUE WA . 98006 . . t- , , . • --,, , . . , . . . . . . - i . , . -- . 807420-00807703 . • • •Y, 807420-0085- .7.08 . . , BECK MICHAEL A, & SHARIK 940566 ' . ) . JODOIN REINEJ . 00676 ,'•1 • - 483 HUBBARD AVE NE . ,1 . 479 KIRKLAND.:NE RENTON WA • ', . S8054 RENTON WA . : . ' 98055 .-- - . , • , • I ..4. I - .: , ,,., , , •• - ' • . i. , •• .. . „ .', . . . ' , - ... , , . - , . , - .' 807420-r0090,-.01 ., 0 807420-0095-06 FRANK D R ' i • : ANDERSON TROY El. AL , 705423 1,* 475 KIRKLAND AVE NE ' • 14716 SE 45TH PL - ... . ,, i - ' RENTON WA , , 1 98055 :. . BELLEVUE:WA' 98006 1 H. , ,, . . . - . , . , i 1 . . ,. . .. . , . . , . 807420-0100-09 ' . HI . : . 803420.7-0105-04 . • 0 PETRILLI. BRETT 7SHELLyl. FOR. 0199. 99 ::SULLIVA7AU . 252207 0. ' 11014 SE 192ND• ST • H . • 3000 . NE5TH PL RENTON WA. • 98055 RENTON WA 98056 l ' • 1 ... , . , --,0 I 807420-0110.7-07 • • 807420-0155 03 SHIGAYA KEN K • . . ' ' - H • .-' ' CHRISTENSEN. LARRY . , 5N2082 621 KIRKLAND . AVE, ' NE , 98055055 ' RENTON WA '': • A .i. . 292E NE 5Th .PL ' . . i.:. , -t.. RENTON WA . ' .' 98056 - ' . . '•:- I . 807420-016501 . .• • .. - . , , , . . • . • . ., 0, ,. ,, , ., , ,, ,, . 7.. . . . .. ..4 - . 80742C-0160-06. , , ' . CAREW GARY - B-O-TERRY K ' i ' 509999 , JETT -ALLEN M . 1276 - '! • 617 KIRKLAND AVE NE ' :: .,i 583 KIRKLAND ' AVE NE _ - .. -. .. 4 --' RENTON WA ' 7 , 98056... . r RENTON WA :: . 98055. Y'f,. • .1 ' . . ' - *A , • - . . .: . . . • - . ,. . * .. . . - , . I 807420-0170-04 0 . , . 807420-0175-09 4 ._ KNEELER WILLIAM R ' ,' • 499999 • . • LANDERS SARAMAE . - . „ , - 5.79 KIRKLAND- AVE NE ' 562 jEFFERSONLAVE. NE' • • . . .' c - RENTON WA . . . 98056. . ' .',: RENTON WA.. ''':. - 98055 tt. • • 'I ... . .- . . - , . . . - ,.. .. • ., - - , . l'-''• 807420-0180-02 j '80.7420-0185-07'. . . , „ • BANK OF AMERICA RFNC . • • 9D2009 l' HUBLER TROY . 9N9999 T.: 996620121 r , - 600 JEFFERSON ' AVE NE • - A ir ft; BOX 830155 _ , .. .. , RENTON- WA . 98056 DALLAS' TX . . . , ,, , :,._ :7.5283 ' H ' . . ' . ' :... . . . . , . . .t• -'-' 888090-0010-07 . --.... , ., ,, 1 88809 .0-0020-05 ' . CARLSON- HR 8 MPS . 514005 f SCHROEDER . LYNN 9D9999 14449 SE 63RD ST'- -. , • ,, 2619 NE 4TH ST #112 -• • , BELLEVUE WA : - . . 98006 r RENTON WA 98056 ....., , . NT: ' . - , . ., . . . .. • . , . . . ' ) 888090-0030-03 • 888090,-00407'01 • ' . : . CLEMANS . LECRA. MAE : ' 559999 1 . HUEY-RAY JUAN 799999 ' 2601 NE 4TH STREET 4113, . 2617:NE 4TH . ST , - RENTON WA . 98055 . RENTON WA 98056 • LO • . •? . Fri 092305-9121-04 .....-:- LOMBARDO NOEL : 959999 ' ' . 522 MONROE AVE NE RENTON M . . ' ; . 94056 .., . . . . . . _ • 1 - . 092305-9230-.02. ' JACOBS NORMAN & FLORA C • 79Z025 . . 550 MONROE AVE NE . .' .- - . . 1 ! • .,_ ! . • RENTON WA . 2 . 94656 . . . . . , . , -, ,..,• ' •- . .,.. - • ' - . • : 331770-0210-Q0 ' • .'. • UNITED. DOMINION REALTY TRST071836 C/O OELOITTE "& TOUCHE LLP • cm 2235 FARADAY. AVE STE U 1 . , CARLSBAD CA - - • .92004 ' VV , . ' ' . 123610-001007 . . i ' • 1 , CLAPP DONALD E ' . . .26378 2935 NE. 5TH PL . . :7- RENTON WA . • . 94055 --if . . ..- . .. . . . . , 72361C-0020-05 : , . VALTIERRA . ROGELIO • 085173 2921 NE SJH PL. . - ., .. . .,..-• RENTON. WA .. . .,98056 . . . ' --, ' - ' ' . ..,. • . . • •, . . , • - :, 723610-0070704 , - , • 1 WALLACE LOUISE ' ' 844285 - . 458 1NDEX . AVE NE. - I ..' '' '. RENTON, WA ' . : 98056 723610-0080702 . [ ! REYES LORENZO - 079999 ,455• JEFFERSON AVE NE . 2 • :,- RENTONWA . . . 98056 , . . . • . . . .. . - _ , • II - 723650-0035-09 . 1 1 1 . , BROWN KYLE D4ANGELINA L ' 009999 12646 SE 42ND 5T '431 '',, BELLEVUEWA • - 98006 ' H ' . '-- 723650-0045-07 1 . . , . FERRER TOMMY N ' 8N9999 • 292C NE 4TH ST RENTON WA - 98056 . . . . . .723650-Q055-04 • 1 • . . EIXENBERGER MIKE & LINDA •. 802388 443 INDEX .:AVE NE RENTON WA. V . 98056 '..-.. , „: - , . • • .. / . : • . , 723650-6065-02 - • CLAYBO WALTER L , 451 INDEX AVE NE . , • , • . RENTON WA . . ,. : • . . 98055 • Il 1 - , „ . . •• ,. „ - . , . ,. ' 80742C-0040-02 . ' . . TAYLOR NANCY A ' • . . 659999- . • 563 JEFFERSON AVE • , RENTON WA . . 9056 • ,,... . 09250579171-03 - .— , . BROWN JUDY LYNN ' . • 709999 414 MONROE NE RENTON .WA . 98056 , f . . .09230579244-06, . . BLANOHARD THAI-AN ZORN 009999 P OHBOk 78523 . . . , . _ SEATTLE WA . . , ,,' . - . 98178 1 . 723610-0005-.04' JOHNSTON EDGAR. . - '221497 . . 465 1JEFFERSON AVE NE RENTON WA . , . . , 98056 • . , , , r -, - 1 _ :723610.-0015.-02 . ' .... .,- CHEETHAM- JACK-O-jANET , ' 6N9999 , • 293I - NE 5THPL RENTON WA ) • ' '.,- 98056 • • , • ..•• ,• .. " . , . .-•, . ... , . . . 723610-0065-01 . ' • MITCHELL HAROLD W. -, :... — 671079 . -4621INDEX - AVE. NE . ,-, RENTON WA . 98056 , . , ••.• • • -_,- . • . - - - , . .., , .723610-0075-09 . ' . : , .. . ' • . ALLEN ' ZORRA F , :. . ' . . 539999 _ • :. ,13511 121ST NE KIRRLAND WA '• .• . . .98072 . .-- . , . , • . . _ . - . 723650-001008 • - LESTER WILLIAM E ,' . 842171 459 INDEX - AVE: NE . . . RENTON WA - • 98056 . . • . „ , . _ ' ' . : , .. . - .• - _ 723650-0040-02 . . . PHILLIPS B - ' ' 0676 29,14 . NE 4TH AVE RENTON .WA . . . • ' , 98055 . .723650-0050-709 . . . MCPEAK RUSSELL L & MARIE L 5N3322 . 409 JEFFER5ON •AVE. NE RENTON ' WA . .:: . . . 98056 • H , • •, . .. . . . , . • , . , . . 11 723650-0060-.-07 - . •. . . . MOIsoN THOMAS J . • 870805 31045 . 197Th AVE 5E. " . 98042 K4iNt WA .. ; , , 1 723650-0070-05 MARTIN , HERDERT H ' 100711 .. 45,5 INDEX . AVE NE . . . . RENTON WA 98056 i 807420-0045-07 PYSENO JUDITH E .. 919999 , 59 JEFFER5ON . AVE NE ' . II RENTON WA . 98055 . I . r *****YYYYYMI*PYY►* YY'Y PYYY*PMY'MYYYYY**YY��•YN}I *****MY�i•�*************2:4YYYYY4P PYYYY+*i"*** -• BATCH NUMBER: GA COMMENTS ,,,�;.:_-i4' #ER NAPE SM STEPPER ARCH �I r C1�S�0 .Y4.I M I --n !- --.-i—-Val �-.iw....r.-•�=•=--�- - -..a..n.--.-<..s�.+.a..-.�.�r,-sr..--.rr...,..e.,-,y�e�.s=.,. . .-.-rA_...r.•_�-` . . .ti,..+n��.:.r.!Y!:-,-x�"- ��1�.--r •_.-•�rr�' 0418 0-0010—Old . i 041800-0015-09 549999 RUN AN MARK J 519999 HUBVER MR+MRS JEFFREY Ok 3606.. NE 7TH PLACE I 6018 113Tli PL SE 98006 RENTON WA j 98056 ' BELLEVUE WA 04180 G-0020-02 1 . . 041800-0025-0,7 MICHAEL FRED .rH+PAMELA A ', 719999 1 ISAACSON J E .00579 3536 NE 7TH PL 1 .. ! . 3530 NE 7TH PL . RENTON •9 A 98056 RENTON WA 98055 I } 041800-0030-00 1 041800-0035-05 DELGADO DAVID LEE+LORA LEE 529999 , JUSTAD KARI E 73999.9 666 PIERCE COURT NE I 671 PIERCE CT NE RENTON WA i' 98056 r . RENTON WA 98056 041800-0040-08 v 1 041800-0045-03 DDOLAN - LARRY E MR i 2N9999 SEYMOUR' JUSTIN W+ELICIA .0 779999 13525 181ST AVE SE I 667 PIERCE COURT: NE - RENTON . WA i 98059 ? RENTON WA 98056 I , 04180 G-0050-0 041800-0055-00 JUNSO JACQUELYN . . 191-555 LU. LINH M 009999 3524 NE 7TH PL 1 2531 29TH AVE S #22 RENTON WA .1 98056 . SEATTLE WA • 98144 041800-0060-03.• .fl( 092305-9051-08 T a • I RENTON HOUSING AUTHORITY 600014 LE �U031L- 3�fANN: 929�399 ' 3512 NE. 7TH PL '; ATTN AL LAGNER ii , � RENTON WA 98056 l PO BOX 2316 i rIce.a-s-nn.s aAn 98056 '. 888090-0770-07 . . : 888090-0780-05 KEISTER JENNI M 091294 ..- .CONVERSE MARK H . 14999 • 2515 NE 4TH ST #521 . . . ' 2515 NE ATH ST 4522 RENTON WA . 98056 RENTON WA . . ' ' • 9805k . .. . ' - - ' ‘, • . • 888090-0790-03 . , • :- 888090-7.0800-01 I TURLEY' DONNAM 286062 .1 DJORK MORTIS 90014 2511 ,NE 4TH ST . 4523 , . • • : 13291 W ALEPPO OR • •• . . - . REN1ON . WA 98059 ' SUN CITY WEST AZ • 8537! • I - .-:. . , , . : •- - . . . , • 888090-0810-r09 . I 1 888090-r0820-07 . - HAMRONTREE JOHN W : . 649999 j: • JOHNSON DENISE M . - . 07056i 2515 NE NE 4TH ST #531 12259. 156TH AVE SE RENTON WA - 1 98056 - RENTON WA .. .98054 . . 888090-083005 , • : • : -888090-0840-03 LUKINS JAMES • 1 542923 .v. HOPKINS RICHARD D. - 063421 2517 .NE 4TH #533 1 • 2811 PARK . PL N 98051 RENTON WA .. 1 .. 98056 ' , RENTON WA , 1. . _ . - . - 1-.- ' • . , . ••'. - 888090.-0850-00 • . . 888090-0860-08 ' . . 1-1! REIGSTAD MAGDALENE A 1 . 441899 .: , RAASCH RODNEY DELBERT+JANET9N999' '• - 26,01 ,NE 41H 4611 . 1•I :. . • ' 2601 NE 4TH 4612 .,.. RENTON WA 98055 • :t. : ,:. .RENTON WA ' • . . 98054 .- . . . • ,L ..- . ... . - ,,.. .... , • . , , ,. ,, . - • , . • 88809C-0870-06. ''• 888090-0880-04 • SCHEELER 'GERARD 0 1 039999 .1 . HARNEY. STEVEN P • • 28999' • 2601 NE 4TH S1 . 4613 ,, 2603 NE ' 4TH STL0614 '- . , RENTON WA - .' 98055 - ' RENTON WA . 98051 , . . ... . . . . . . . ,. • .. ' . . . . . . . . -. .„ 888090-0890-02 . • :. 888090-0900-00 . . 1 • ---, KANEKO NELSON k 469999 - • • FINCH JOHN F . . 91999' 2601 NE 4TH #621 . . 2604 NE 4TH ST 0622 . -2, • ., .. RENTON WA . . 98056 • •.- RENTON:WA 98051 . . , . . 8880900910-08 , . •- . 888090-0920-06 .' VAN DATTA MARTY I :'.-. . 799999 . -.: . LAING WARREN C & GAYLENE R 706431 2603: NE 4TH 0623 . - . : „. 435 RENTON AVE S RENTON WA. . 98056J . . RENTON .WA L .. ' . 9805! . . - .. . . . , . . . ., . . . . -...nt . 888090-0550-04 ' 888090-0940-02 - • CRAIG KIRK R • ' ' 8N9999 • S AUSTIN MICHAEL: 0 77999' 2601 NE 4TH ST 0631 2601' NE 4TH ST 4632 • RENTON WA . . - . . 98056 RENTON WA •:'. 98051 , - , . • 1 . • 11 . 6880900950-09 • ' ' I • ' , . . 8880900960-07 - • ALMASSY. MARCIA •Y ' 8N1.859 .i . . COLLINS KERRY M . : • 03999 18232 .WAGON LANE , . . . .. ' 2603 'NE . 4TH ST 0634 SOUTH BEND IN ' : • 46637 . .. ' RENTON WA . . 981054 . , . . , ; • ! Ir \ .888090-0530-08 - ( 888090-0540-06 :. • .,.--' jOHNSON• WANDA F 839999 WARNE SUSAN L 62999 2513 .NE4TH 4331 ' 2513 NE- 4TH ST 4332 • : • RENTON WA , 98056 : ' RENTON WA 9805 . • ' . ' :, • . - '. 888090-0550703 ' . '', • 888090-0560-01 - ,.. WRITT :RAMONA L . 679999 1 . ' LANGBERG AORMA 5N207 25.11 NE 4TH ST . 4333 . . 8326 12TH AVE SE RENTON - WA . 98056 . NEWCASTLE WA . . • .9805 • • . ,, . . . . _., . .._,._ 888090-0570-09 . . . . . 888090-05807-07 . - NGUYEN PHAC ' • . ' 020048 . 1. LANCE ERIC 0 • 00999 8513 RAINBOW ROW ' ' . • 2509 NE 4TH ST 4336 • JUNEAU AK . ' ' . , . 99801 .:. L RENTON WA 9805 _ • . „ . - , .. ,.. .- , , , ,. ,. , ., • . - , - , • „ 88801C-0590-05 , . ' ' • , 888090-0600-03 • - . . NAGLE LEIF M 699999 J GRAY ...JOSHUA 5-1KARA L . _ • 07999 - ' - 2507 NE 4TH §-17337 . - . '.: 250T. NE .,4THST .4338 RENTON WA . . ,I, • _, . 1 98056 RENTON WA - 9805 1 .,1 . •. . . , . : , ,. , ,, . , , . ,. , , ,,, , - . • 1 - 88809C-0510-01 - 888090-0620-09 - • CARLIN SEAN I 009999. , HELLUM COLLIN 'K+ORVIN CAROL86999 2501 NE 4TH ST . ' I . ' : 2501, NE 4TH ST 4412 RENTON WA 98056 RENTON WA :- . 9805 ., . 1 • . , . . - , ,-... ., ". . . . .•.• ,. . . , , ' . , '. ., . , ' ' ' I I , ' 1 ' ' 88809C-0630-07 - 1 : • : . . - 838090-0640-05 • . . . PATTEE ROXANN -. 0 H 599999 -: 'r -RIGGERS- TIFFANI. A ' 9N999 2503 NE 4TH •ST 413 ' I . . 14129 83RD PLNE • RENTON WA • . I 98058 : BOTHELL WA 98011 - - - --. - . • :,.. . , • 888090-0650-02 - - . . 2 888090-0860700 • SERCHIC SCOTT4SERCHIO •PATRI069999 RAY MELLISSA - M .00999 2501 NE 4TH ST , 4421 ' : :: 2501 NE 4TH ST 4422 . 2 .,,..:, • RENTON WA 98056 . ., RENTON WA ,, 9805 . .. . , . I • ' . •• ,_, . . , .. , 888090-0670-08 • , - 888090-0880-08 ' . .. TOBOLSKI THOMAS . J+MAR1kJ 299999 ALEXANUER ,VENUS . . • , 59033 33020 . 176TH AVE SE , • • '. ' - 2503 NE 4TH 4424: , - . AUBURN WA - 98002 RENTON WA . ' 9805 . . . •, ,• . , . • • ., . .••. .,•. ,„. • , . • , ;.. - . . • •• , . • .-. . . r . _ • . ..... . .„.. . . . . .. . . ,. . . 888090-0690-04 - , . ',.„ - 888,090-070002 • WILLIAMS GERALDINE A. ' . 343457':;: ': . !: . ... DAE SOON AE . 18999 617 CAMAS AVE NE 4431 ' 2501 NE 4TH ST 4432 . ,=-..L. . , RENTON WA • , 98056 : RENTON i . , . -... ' , 9805 :••, • . . , • . , , . , • . . .' . • ' - ''. • . ., , . 888090-70710-00 • • . , 888090-0720-08 MARTINEZ FRANCISCOMR+IPRS . 079999 H - HULL :tRYSTAL ' A ' 33115 ', . 2503 NE 4Th ST 4433 • - , cL - 2503 NE -4TH ST 4434 RENTON: WA . 98055 RENTON WA 9805 . . - _ , .. , . , . . . . ., „ - ' ,-- ., • • . . . , . . . - -888090-7073006 ' - - 888090-0740-04 • ANDERSON ELIZABETH L I 059999 . CLEMENTZ ALAN C. 22999 2515 NE 4TH- ST ,4511 I • . 2515. NE 4TH ST. 4512 - ' RENTON 'WA . , 98056 - . RENTON WA . , 9805 . . - . . . . . _ . , - . . ' ' ' ' . • - • ' • . _ . . ' 088090-0750-01 -• 888090-0760-09 ' • JOHNSON MARTY JOHN , 359999 1 ' LAO JAMES C+CARYN L ' 8N999 2517 NE• 41 -LST . 4513 , ' m 2517 . NE 4TH ST 4514 ., : RENTON WA ' • 98056 . RENTON WA 9805 , 1 '. .• I , 888090-0290=08 .. 1 888090-0300-06 - ..? SHAIN EDWARD 429959 _ KOENIG MICHAEL W-i-JENNIE P 169991 2613 NE 4TH ST #231.', I . ' • -. :. .2613 N.E. ,4TH ST 4232 RENTON WA . . 1 98055 1. RENTON WA .' . ' S805! . 1 , . . _ .. , , , • ' ' -. ' :-- ' I . ' • . . . 888090-0310—L4 _ 1 1 • - ' % 888090-0320-02- ' . ' BUTLER. PEGGY ' ' 1 • 649999 1 . LUCAS MICKY+NOELLE 759991 2611 NE 4TH ST' 4233 — . - 2611 NE 4TH ST 0234 —. . 'RENTON WA H 98055 RENTON WA 98054 , - • 1 '• '' . ,, • •- . 1 -, • , .• , . . .. . , ,, , • 888090-0330-00. ' -- .- . .. 888090-0340-08 • LITTLEFIELIJAMES R' H. 919999. WEIGEL SHANNA L - 379991 2609 .NE 4TH. 0235 1 , 2609 NE 4TH 4236 RENION . WA . . , 98056 . RENTON WA - - . 98054 : ...., , . . • 11 • • • , . , • - ,.:- • — ' - • '-' . . " ' • ' .• ' - - II • ' 888090—.0350-05— - - J ''. - 2 888090-0360-03 • ' GUSTINE. KARA 039995 MCCANN TANYA T .. 06999! 2607 NE 4TH ST• 4217 i • ,:. : : .- . 2607 ,NE 4TH ST 4238 RENTON_ WA _ • ' . — 98056 , RENTON WA : . . . . ' 98051 • , , I . . . . . , , , • ,,,,_ - .888096-0370-01 ' , .: ' 8880900380-09 ' . EHLE MAXINE '. , HI ' 341296 : ' CHAR: JAMES Y+ABEIJANICE H ' 772121 1 . . -. 2513 NE 4TH - ' .• - 1 _ ' , ' 6229 113TH: PL SE . - • RENTON WA ':-98056 ' . ' BELLEVUE WA cle!ool ' L. .. • . . . .. 88809C-0390-07. . . : . • - 888090-0400-05 SOLIDAY LILA' , 830791 _- ' 4OHNSON LUCILLE A . 84999' 2511 'NE 4TH .4313 I . — • 2511 NE 4TH , ST 4314 -'.-- RENTON WA I ' . • I .98056. . ' RENTON. WA . .. : 9805 . ., . . .. . ,, . . - , , • . . .,.. . ' -' - . . — . _ gr--'-' 888090-0410-03 . . . : 8880900420-01. HILLGREN MOLLY A '-1 : 199999 -.: , CAMACHO SEAN NATHAN+CARLVJO39991 2509 NE 4TH.,ST/4315 .. , - • , - 2509 NE 4TH SI 0316 .. , RENTON' WA % . ' 98056 ::..:,., RENTON WA . 98051 .—:- - • . ' - ' -, , :. , . ' , 888096.-0430-09. •. [ •. . - ,; 888090-0440-07 . . ' - - MCBRIDE CALVIN C ' 1 919999 ' L FLETCHER DAWN . _ .331151 1 2507, NE '4TH ST 4317 -, 11 . ...= • if'. 2507 NE 4TH ST 4318 . . RENTON WA ' ' 11 98056 . , RENTON WA 98054 — . . . . 888090-045004 .- H _ H 888090-0460-02 AYALA MARK - P+0EANNA 'L ' 819999 . .L ENGEL SYDNEY L 939991 • . 2513 NE 4TH ST #321 ,' —, . . 2513 NE 4TH ST 4322 RENTONLWA S , . 1 . ' 98056 :RENTON WA . . 98051 _ ' H ' . ]. . . . . .88809C-0470-00 . ', 1 - H888090-0480-08 . WANG - MAy GEE ' . 179999 : ; SHORT DIANE ' • " ' 7999 ' 5204 29TH AVE SO ' • 1 . L . 2511 , NE 4TH ST 4324 _ SEATTLE WA : - 98108 '':, ' RENTON- WA ' 9805f . ' i ' 1 - • . . , 888090-049006 ': . , 1 - . .: .888090-r0500-04 . ' AMON ALBERT-&-SELMA . : 1 , 630954 T VANTAGE -POINT HOA ' 9D1241 4217 48TH ' S I - • C/O. MACPHERSONI.S . PROP - MGMT SEATTLE. WA I 98118 875 140TH AVE- NE STE 201 ' ' 1 „ , . y • BELLEVUE- WA ' . 9800! ' ' — ' • _ . I . 888090-0510-02 ''. 888050-0520-00 ', . HESKETT WILKIE . . ' i , 760451 ;i. FERGUSOWROBERT L ' - 3311'51 6559 16TH AV NW' . • 2507 NE 4TH ST 4328 , SEATTLE WA ' ' ,_ ' 1 Os 98117 1 . RENTON WA :. 9805E li , . .. . . . ... . , . . : - 88609C-•-0050-08 II ., • . . : : . .• _ I 668090-0060-06 BECXER BERNADETTE H 52A007 - 1% .M005 JERRY H+TERRY TIMM 41599 • 2615 NE 4TH ST 0121 [ _ - 1 6206 104TH AVE NE RENTON , WA . . • 11 , • , 98056 - 1, klRKLAND WA • : ' 9603 1 I ' - ,, •-• , 1: 868090-008602 • - 88609C-0070-04 - .• • H . _ -. . LANLERS TERESA - LEANN 1 031110 :. SULLIVAN MICHAEL„ 5 : 86384 . - 401C7 , 236TH AVE SE_, : • : 2617 NE 4TH ST :0124 . ENUMCLAW - WA : . . . , ' 98022 - j- , RENTON WA . 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NE 4TH„ 0221 '• : • , - 2601 NE 4TH ST 4222 98056 j KENTON WA 960E . [ • . . 11 . . , ., . . -. .•, , : ,. . - - - :' -, -.. 68609C-0230-01 - . ' 1 888090-0240-09 : MOREL p W -F-1-BARBARA(TRSITE) 119999 A' . NASCIMENTO KATIA : . - . 84A01 • 11 7936 79TH 51-, Ic .2611 NE. 4TH ST 0224 PLAYA EEL CA h - 0293 ,1 ' RENTON WA 9805 . : : • . I , : • . , . . : ... • . . ... •,.„ 668090-0250-06 [ ''. 888090-0260-04 - BAUER LEIGH G • -' • -809994 , HO: VICTORIA C 48999 ••_9201 JUANITA ,DR- 4292 1 .' -2609 NE 4TH ST t226 1 •.,. . 1 1 - • - KIRXLAND - WA [ 1 ' 96034 : .RENTON WA • 9805 • : .-' 8660-90-02707-02 ' [ • _888090-02607.00 - • WARD- ALAN R . - 472742 : 1.% . FREAR CHERYL J - _ 94999 2607 NE 4TH ST . 4227 i - 2607 NE 4TH ST . 0228 r- .RENTON WA : - . . . 98056 I RENTON WA • 9805 : , : • .:.-, , ' . jt= • Return Address: 20031008000434 City Clerk's Office - CITY OF RENTON BS 20.00 PAGE 001 OF 002 City of Renton KiNG8C0UNTYi0WA2 1.055 South Grady Way Renton,WA 98055 BILL OF SALE Property Tax Parcel Number:1.221110_Q4 ZS Project File# SA!In lion• Address -rt( 2-c,+1. O I 4 0 FFCASOA/' :is 7 Nt: 4— S r Reference Number(s)of Documents assigned or released:Additional reference numbers are on page Grantor(s): ' Grantee(s): 1. Renton Techni al C.i -_e, a State 1. City of Renton,a Municipal Corporation 2.. cY .,m , -ca.. The Grantor,as named above,for, : in• 'eration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the fools .g' led personal property: WATER SYSTEM: Len Size • Type / LF.,of . $ ''` " p..L Water Main - 3 0 . L.P..of 4" " D 1- - Water Main ' - C LP.of " " k-CO P PL?t Water Main each of �T Gate Valves , each of el' " " Gate Valves each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: ' Length Size Type - L:F.of " Sewer Main - L.F.of " Sewer Main - No A) t,' LF.'of " Sewer Main l: each of.. " Diameter Manholes • each of " Diameter Manholes • each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size T �e a�j LP.of /2-/r Storm Line L.F.of " Storm Line L.F.of " Storm Line each of ' " Storm Inlet/Outlet each of Storm Catch Basin each of " Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalks,Asphalt Pavement) • Curb,Gutter,Sidewalk I I — L.F. -_ Asphalt Pavement: I i SY,or — L.F.of — Width - I STREET LIGHTING: • #of Poles. 3 ' By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. ate';o0R'7ctbC, H:\FIE.SYSWRM\84HNDOUIIBlLLSALE.DOG'1MAB Page 1 T • • Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ). I certify that I know or have satisfactory evidence that I_� ,�__ _� _ • signed this instrument and • acknowledged it to be his/her/their free and voluntary act for'the uses and purposes • mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: • Dated: • • REPRESENTATIVE FORM OFAC%NOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) N‘N I certify that I know or have satisfactory evidence that Renton Technical •••••• Cc�tit College — Jon Pozega signed this instrument,on oath <0;•�`g$ION , . $,L :'AGi/ stated that he/she/they was/were authorized to execute the instrument and i . ��• I acknowledged it as the and ' �� o.NOTARY 9; -c/ g i .U y Z of to be the free and voluntary act of such /I PUBLIC party/parties for the uses and purposes mentioned in the instrument t 'W = Notary Public in and for the State of Washing`: ‘v."N•%.' Notary(Print) Karen DeBruyn My appointment expires: 9-1-03 • Dated: June 19., 2003 CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) . On this day of ,19 ,before me personally appeared to me known to 'be • . of the corporation that • • executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: Page 2 CITY OF RENTON ECIONOMIC DEVELOPMENT NEIGHBORHOODS , AND STRATEGIC PLANNING MEMORANDUM DATE: November 25, 2002 TO: Jan Conklin FROM: Elizabeth Higgins (6576) SUBJECT: Renton Technical College Technology Resource Center (LUA00-172) Revised Landscape Plan I have reviewed the proposed revisions to the Renton Technical College Technology Resource Center Landscape Plan. It is my opinion that the plan has been improved by the proposed revisions. There are more plants and trees on the revised plan and the maintenance requirements should be lower. li The plan should be approved for construction. II cc: Yellow file I II it jj II II li li II H:\EDNSP\Transition\StafflElizalieth's\Memos\RTC MEMO.doc\p ti(CY 0 City of� Renton 0 0 cm, + Economic Development, Neighborhoods, and • Strategic Planning Department . Nrco Renton City Hall 1055 South Grady Way Date: Renton, WA 98055 TO: Jerry Osborn, AIA FROM: Elizabeth Higgins, AICP S.M. Stomper Architects Senior Planner Strategic Planning Div. EDNSP Department Phone: (206) 624-2777 Phone: (425) 430-6576 Fax: (206) 624-2973 Fax Phone: (425) 430-7300 II SUBJECT: RTC Tech Resd urce Center Number of pages including cover sheet: 2 Revised Landscape Plan Remarks: ❑ Original to ® As ❑ Reply ❑ Please ❑ For your be mailed requested ASAP Comment review Ahead of the curve CITY GI ' RENTON j -,'� „lL �.; Planning/Building/Public Works Department it _pig Jesse Tanner,Mayor Gregg Zimmerman P.E:,Administrator March 15,2001 • Paul Aiello , S.M. Stemper Architects , 217 Pine Street,#700 Seattle,WA 98101 SUBJECT: RTC Technical Resource Center, LUA-00-172`, SA-A, ECF • Transportatio ',Mitigation Fees Dear Mr.Aiello: This letter is to inform you that Neil Watts, the Director of.the Development Services.Division, has made a determination regarding the Transportation Mitigation Fee that will be required to be paid at the time building permits are obtained for the above referenced project. Mr. Watts concurs with your assessment of the potential impacts of the project,.-that new trips would be primarily generated by the additional staff members at the Resource Center,•and not be additional students coming to the campus or neighbors using the facility. Therefore,!the estimateis:24 average new weekday trips. The Transportation Mitigation II Fee is $75.00 for each average new weekday trip. The.fee will be$1800.00. If you have any questions, please•feel free to contact me at(425)430-7382. Sincerely - / am, j516-jj *I--- . Elizabeth Higgins,AICP • Senior Planner cc: Renton Technical College/Owner . i • 1901, 20 01 FEE LETfER.DOC r.,_. ,: 1055 South Grady Way-Renton,Washington 98055 '' "_. ..,k ec ,-, • %,r t S.M.' STEMPER •ARCHITECTS A Professional Limited Liability Company li / February 19, 2000 Elizabeth Higgins,AICP Senior Planner [DEVELOPMENT PLANNING Development Services Division CITY OF RENTON 1055 South Grady Way 1 FEB 2 1 2000 Renton,Washington 98055 CE �!®' Ep Re: RTC Technology Resource Center LUA-00-172,I SA-A,ECF Traffic Generation\ 1 I Dear Ms.Higgins, As we have discussed,the standard calculation used by the City of Renton for traffic generation for the proposed project is out of balance with reality. The purpose of this new building is to better serve the existing student body and faculty on campus. By explaining the program of the new building we caii arrive at a realistic quantity for fee assessment. I The primary program function of the new"Technology Center" is to provide the existing student body with a library,computer commons;and lecture.hall. Unlike a typical college class building, which would increase classroom programs areas and students,this"Resource Center"assists the existirigRTC students. There will be an increase in staff to serve the students of approximately(5) I people. i Secondly,the new building will house faculty and teaching aid programs. These functions again serve the existing faculty and will generate only additional staff to serve the existing faculty. It is expected that these programs will require around(3)new staff members. i As a result the traffic/trip generation of this building should be calculated based on the expected increase of staff: totaling(8)people. There is no expected increase of students due to the proposed building. The Renton Technical College(RTC)and the State Board of Community and Technical Culleges(SBCTC) assisted in writing the program requirements for this building and support this conclusion. Please review the attached letter from the SBCTC. If you have any further questions please contact me at(206)624-2777 Sincerely, ' ' 1 ,ins- , • Paul Aiello Project Architect S.M. Stemper Architects Attachment: Letter from Mr.•Tom Henderson,SBCTC: Cc: ' Tom Henderson,Jon Pozega,file • . OLYMPIC TOWER • SUITE 700 • 217 PINE STREET • SEATTLE,WA 98101 • (206)624-2777 • FAX(206)624-2973 i I r' r =i WASHINGTON STATE BOARD FOR A .,, COMMUNITYOLL &ETECHNICAL C G E S January 30,2001 Ref.: 01-31-13 Jon Pozega , Renton Technical College 3000 Northeast Fourth Street Renton, Washington 98056-4195 Re: Renton Technology Resource Center - Dear.Jon: - The State Board is conc rned with maintaining this project within the state appropriation. We understand that the i City is evaluating impact fees for the new Technology Resource Center,which were never contemplated in the predesign or design. The new Technology Resource Center(librar') is the product of system-wide improvements to technical colleges to enhance student support and sustain accreditation. In addition to this project, libraries are being cons cted at Lake Washington Technical College and Bates Technical College. The new building better serves students and faculty already attending the two-year • college. While the State Board recognizes there will be a slight increase in library staff, we cannot contemplate a net increase in students. This facility does not establish new vocational programs. 'yVe ask that you challenge the application of impact fees as this building serves a supp 9 rt function for students already enrolled at Renton Technical College. If I can answer any ad itional questions,please feel free to contact me at(360) 753-3668. Sincerely, c,�flyer— j �r��—ram • Tom Henderson Assistant Director—Capital Programs cc: Jerry Osborn, • Earl Hale,Executive Director 319 7th Av nue P.O.Box 42495 Olympia,Washington 98504-2495 (360)753-2000 FAX(360)586-6440 c. CITY L F RENTON „L R -r, Planning/Building/Public Works Department ▪ y a Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 15, 2001 Paul Aiello S.M. Stemper Architects 217 Pine Street,#700 Seattle, WA 98101 SUBJECT: RTC Technical Resource Center. LUA-00-172,S A-A,ECF:, Dear Mr.Aiello: 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. This decision is final and application for.the.appropriately required perrriits may proceed. The applicant must comply with all ERC Mitigation Measures and Site Plan Conditions of Approval. If you have any questions, please feel,free to contact meat(425)430-7382. For the Environmental Review Committee, Elizabeth Higgins,AICP Senior Planner cc: Renton Technical College/Owner • FINAL 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer REPORT City of Renton Dep rtment of Planning/Building/Public Works DECISION ADMINISTRATIVE LAND USE ACTION" DECISION DATE: JAI nuary 29, 2001 Project Name: Technology Resource Center at Renton Technical College Applicant: Jan Pozega Renton Technical College 3000 NE 4th Street Renton WA 98056-4195 1 Owner: Renton Technical College State Board for Community and Technical Colleges (Department of General Administration) State of Washington File Number: LL A-00-172, ECF, SA-A Planner: Elilz abeth Higgins, AICP Project Summary: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College (RTC) campus. The two-story, 47,000 sf facility would house the RTC Technology Center. The applicant has requested a Parking Modification to allow more than the maximum number of parking spaces. An environmental review and Administrative Site Plan Review and Approval will be required. 1 Project Location: 300I0 NE 4th Street Exist. Bldg. Area SF: N/A (new building) Total Building Area (footprint sf): 26,000 sf Proposed New Bldg. (gsf): 47,000 sf Site Area: 1,35II,500 sf(31.03 acre) 11 cs',- i l_lille 0 Kg D. , '- il ' ' :V: 4 0---078(p) ..,_ ,,:. ,°,,„,:j. -_',-;!.:i .ii Ji-).3,,,,q.,,i,,,,..,it,:,.:;;,,, ir -gym; 1,'" 4 of �`fe F '`y�'ykip7� �. li ��"i.l-+as•. facto , '.'s.-,_,IL" ,..-'... gaag'-'"''n'', 4E� �7 !, `, Ens° ;, I i �A��' 3ai ��- 21 . 1;--k-vii -.„,,i.- Az-.4 gat,,Irr, . 77,3,-,,,„.. .,..--, 609( lEinijr ;lig;4%-xj! - 1''•kisif-i' ' ' ' ° ' 1."' f tfOck- 1 ,,t:-- ',7 ,, - • ft - ,Lir '— -----i-7-a-., „ iF.7 iP:'',.,-1 .,..:7:*,, il::,, : s•Ilarl . 'd 2 i -., - I Vi r # EF __ -' • ,. ° 9f .> --_- - ' ;; .0-. C CA cn CA E � f, RM-I - - �• 6, i � B CN 'i— II Project Location Map sirepliirev.doc ,Ci4)of Renton P/B/PW Department Adm %2tive Site Plan Review Staff Report RTC RESOURCE TECHNOLOGY CENTER __ LUA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 2A 2001 Page 2 of 9 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant has requested an Administrative Site Plan Review for a new building, the Technology Resource Center, to be constructed on the Renton Technical College campus. The new facility would provide support to students nd faculty of the College. Renton Technical College (RTC) is a post- secondary educational institution offering a variety of Associate of Applied Science Degrees and more than 47 full-time job training progr ms. Part-time, evening, and Saturday classes are also offered on the RTC campus. The Campus consists of fifte n existing buildings, parking areas, driveways, pedestrian pathways, and landscaped areas. The proposed site, at the southwest corner of the Campus, is one of the last remaining large open spaces that has not yet been developed. The site is not currently used, except as open space. There are no critical areas such as wetlands or steep slopes. The Campus slopes gradually downward from north to south between;Monroe Avenue NE and Jefferson Avenue NE / Kirkland Avenue NE. The total elevation change is approximately five feet. The Campus is bounded on the south by NE 4th Street and on the north by NE 7th Street. The vicinity of the property is a mix of primarily residential uses (single and multi-family, including duplexes) and a limited amount of industrial and commercial uses (along NE 4th Street). Greenwood Cemetery is located diagonally to the southeast across Monroe Avenue NE and NE 4th Street. The property is zoned Light Industrial (IL) with a P suffix (publicly owned property). The Comprehensive Plan land use designation is Center Institution. The two-story, 47,000 sf building would have a 26,000 sf footprint. The building height would be 40'-6". The facility would house college service programs including a library, computer labs, classrooms, and a lecture hall. The Faculty Te4ing and Learning Center, an Instructional Assistance Program, and faculty offices would also be accommodated within the building. An existing parking area would be resurfaced and restriped. Additional new parking would be developed on the south edge of the Campus, although it is not anticipated that this new facility would attract additional students to the Campus, but vviiould accommodate and provide services for students otherwise attending classes and using the facility incidentally. The current Renton Municipal Code allows 565 parking spaces for this use in the IL Zone. There are 827 parking spaces existing with a proposed increase of 2 spaces for a total of 829 spaces. Construction would include excavation, hauling, filling, and traffic interruptions. There will be an attempt to balance excavation and fillingon the site, although an estimated 400 cubic yards of fill will be removed from the site due to its organic nature. It is anticipated that construction would commence on or about July 1, 2001, with building occupation planned for November 1, 2002. An environmental review and Administrative Site Plan Review will be required. PART TWO: ENVIRONMENTAL REVIEW AND DETERMINATION Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971, as amended, on January 23, 2001, the City of Re,ton Environmental Review Committee made a Determination of Non- Significance, Mitigated for the pr ject. The appeal period will end on February 12, 2001. If an appeal is sitepinrev.doc ✓'ir'of Renton P/B/PW Department Adma. ative Site Plan Review Staff Report , RTC RESOURCE TECHNOLOGY CENTER LUA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 29 2001 Page 3 of 9 filed, it will be heard at a public meeting on a date to be set following the close of the appeal period for the Site Plan Review decision. The Environmental Review Committee placed the following mitigation measures on the proposed project. 1. The applicant shall follow recommendations as found in,the geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton, Washington, February 2000," by,Shannon &Wilson, Inc. 2. The applicant shall pay Transportation Mitigation at the rate of$75.00 per new trip generated by the project. The fee Shall be paid prior to obtaining building permits. 3. The applicant shall ply the Fire Mitigation Fee equal to $0.52 per square foot of new construction. The fee shall be paid prior to obtaining building permits. 4. Mature trees along Jefferson Avenue NE, between the sidewalk and street, are within the public right-or-way and must be preserved as a condition of the environmental approval, unless prior approval has been relceived from the Development Services Division Planning Project Manager. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT & DECISION A. Type of Land Use Act?h XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan Special Permit for Grade &Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow fileicontaining: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Sheet A0.1, Neighborhood Map (dated December 21, 2000) Exhibit No. 3: Sheet A0.2, Campus Map (dated December 21, 2000) Exhibit No. 4: Sheet A1.0, Site Plan (dated December 21, 2000) Exhibit No. 5: Sheet A2.1, First Floor Plan (dated October 5, 2000) Exhibit No. 6: Sheet A2.2, Second Floor Plan (dated October 5, 2000) Exhibit No. 7: Sheet A3.0, East, South, North, West Elevations (dated November 2, 2000) Exhibit No. 8: Sheet C1.1, Level I Grading Plan (dated April 26, 2000) Exhibit No. 9: Sheet C1.2, Level I Drainage Plan (dated April 26, 2000) Exhibit No.10: Sheet C1.3, Level I Utility Plan (dated April 26, 2000) Exhibit No.11: Sheet L1.0 Landscape Site Plan (dated August 17, 2000) Exhibit No.12: Zoning Map Oated December 6, 1999) Exhibit No.13: Campus Master Plan (dated 1984) sitepinrev.doc .city of Renton P/B/PW Department i Adm i2tive Site Plan Review Staff Report , RTC RESOURCE TECHNOLOGY CENTER - " LUA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 29,2001 Page 4 of 9 C. Consistency with Site Ian Criteria In reviewing the propos I with respect to the Decision Criteria for Level I Site Plans as set forth in Section 4-9-200(E) of th6 Renton Municipal Code, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the Comprehensive Plan, its objectives and policies The Comprehensive Plan Land Use Designation for the property is Center Institution. The objective and policies of this land use element are as follows: Objective LU-V: Asslure that adequate land and infrastructure are available for the development and expansion of facilities to serve the post secondary educational and health care needs of the area and protect adjacent uses from impacts of these more intensive uses. Renton Technical C;olllege has been established at its present campus for over thirty years. The neighborhood of the college is mixed in use, with single family homes and duplexes to the west and north, multi-family development to the east, and industrial / commercial to the south. Mature landscaping screens much of the campus from the single family neighborhood. The development of the proposed facility would be the last major campus building, as indicated on the Campus Mast!r Plan (Exhibit 13). As a technical resource center, would replace the too- small, out-dated library currently located elsewhere on the campus. 2. Conformance with I'ie isting land use regulations The following develdp�ment standards apply in the Light Industrial (IL) Zone: Maximum lot coverag for buildings: The maximum allowable coverage of the property, by buildings, is 65 percent. The total coverage by buildings, including the proposed building, would be 27 percent. Maximum building height: Although bonus opportunities for additional height above the maximum of 50 feet in the zone are available for `P' Suffix properties, the proposed project will not require using them. The maximum height of the proposed building would be 40'-6". Setbacks (minimums): front—20 feet wh n fronting arterials, 15 feet on other streets; rear—20 feet whe abutting or adjacent to residential zones; side— 20 feet.when abutting or adjacent to residential zones; all—10 feet landscaped setback when fronting on an arterial The proposed project ould have setbacks above the front and rear setback minimums. The setback from NE' 4th Sheet, an arterial street, must be either 10% of the lot depth or 20 feet. The plan indicates a 20 fob setback would be provided. Landscaping: All portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas shall be maintained as permeable areas and improved with native, drought-resistant vegetative cover. Some existing, mature landscaping would remain following construction. New landscaping has been proposed for the new construction area. sitepinrev.doc • Cif);of Renton P/B/PW Department Adm 'ative Site Plan Review Staff Report RTC RESOURCE TECHNOLOGY CENTER LUA-00-172,ECF,SA-A ' REPORT AND DECISION OF JANUARY 29,20 1 Page 5 of 9 3. Mitigation of impacts to surrounding properties and uses Impacts to surrounding properties would be primarily visual. Traffic would use existing driveways located on the east s de of the campus, away from the single family residential area and Jefferson Avenue N , which is a residential street with relatively low traffic volumes. With the exception of two evergreen trees, which are located at stairways to building entrances, existing mature trees along the west perimeter of the site would remain. This landscape buffer would screen much!of the new building from view of the houses located on the west side of Jefferson Avenue NI . The proposed buildi g, at a height of 40'-6", would be below the 50' maximum allowed in the Light Industrial Zone In addition, the 'P' Suffix of the zone allows heights up to 75' and added height for increased setback areas. Therefore, the building could have even greater impact on the surrounding proplerties than as proposed. There would be no anticipated impacts to surrounding uses. 4. Mitigation of impacts of the proposed site plan to the site The proposed buildi g has been designed to fit efficiently into the space available. Space between the proposed building and existing buildings will be either courtyards, pedestrian walkways, or landscape areas. A minimum of existing landscaping will be removed or disturbed. 5. Conservation of area-wide property values Development of the roperty should not have a negative impact on area-wide property values. 6. Safety and efficientI y of vehicle and pedestrian circulation No additional curb ip.its to public streets have been proposed for the project. Existing campus entries would be utilized. Some existing parking areas would be reconfigured and/or enlarged. Pedestrian walkways would be separated from vehicle roads. Sidewalks would be raised above street level by curbs. 7. Provision of adequate light and air It appears that thisI criteria would be met by the proposed project. 8. Mitigation of noise, odors and other harmful or unhealthy conditions It appears that this' criteria would be met by the proposed project. The dumpster and recycle. areas would be screened from view. 9. Availability of pub is services and facilities to accommodate the proposed use Public services anld facilities to accommodate the proposed use would be available at the site. sitepinrev.doc 'City of Renton P/B/PW Department Adm _. 2tive Site Plan Review Staff Report RTC RESOURCE TECHNOLOGY CENTER LUA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 29,2601 Page 6 of 9 10. Prevention of neighborhood deterioration and blight It appears that this criteria would be met by the proposed project. The project improvements, as proposed, would be consistent with plans, policies, and regulations of the City of Renton. XX Copies of all I leview Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, ConclusionsI Decision Having reviewed the written record in the matter, the City now enters the following: 1. Request: The Applicant has requested Environmental Review and Administrative Site Plan Approval for the Renion Technical College Technology Resource Center, LUA00-172, ECF, SA-A. 2. Environmental'Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) do!cumentation, the comments from various City departments, the public notices requesting ciiizen comment, and other pertinent documents has been entered as Exhibit No. 1. 3. Site Plan Review: The applicant's site plan application complies with the requirements for information for Site Plan Review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 13. 4. Comprehensive Plain: The subject proposal is consistent with the Comprehensive Plan designation of Center Institution. 5. Zoning: The proposed project complies with the zoning requirements and development standards of the LigF t Industrial — 'P' (IL-P) Zoning designation. The zoning map is entered as Exhibit 12. E. Conclusions 1. The subject proposal complies with the policies and codes of the City of Renton. 2. The proposal complies with the Comprehensive Plan designation of Center Institution; and the Zoning designation of Light Industrial — 'P' (IL-P). F. Decision The Site Plan for Renton Technical College Technology Resource Center, LUA00-172, is approved. sitepinrev.doc :City of Renton P/B/PW Department Adm. ative Site Plan Review Staff Report , RTC RESOURCE TECHNOLOGY C NTER - LUA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 291 2001 Page 7 of 9 TI N: EFFECTIVE DATE OF DECISION ON LAND USE AC January O 29, 2001. SIGNATURES: r 60,,i41 2 /o l Neil Watts,Develop I Int Services Division Director date TRANSMITTED this 29th day of January, 2001, to the owner/applicant and contact: Jon Pozega Renton Technical College 3000 NE 4th Street Renton,WA 98056-4195 Paul Aiello S.M. Stemper Architects 217 Pine Street,#700 Seattle,WA 98101 TRANSMITTED this 29th day of Janu I ry, 2001, to the parties of record: I [No parties of record] TRANSMITTED 29th day of January, 2001, to the following: I Larry Meckling,Building Official , Larry Rude,Fire Prevention 1 Jennifer Henning,Zoning Administrator lI Kayren Kittrick,Public Works Division Lawrence J.Warren,City Attorney South County Journal Environmental Determination and Land Use Decision Appeal Process Appeals of the land use decisions must be filed in writingon or before 5:00 PM February 12, 2001. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing, together with the required $75.00 application fee, witl%:(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. Advisory Notes to Applicant: The followingnotes are su le ental informationprovided in conjunction with the environmental PP , � J determination. Because these hotes are provided as information only, they are not subject to the appeal process for environmen al determinations. General Plan Review l I 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 2. All required utility, drainage, a d street improvements will require separate plan submittals prepared according to City of Renton dr, fting standards by a licensed Civil Engineer. sitepinrev.doc i1 . •Gi&of Renton P/B/PW Department Adm ative Site Plan Review Staff Report RTC RESOURCE TECHNOLOGY CENT R L UA-00-172,ECF,SA-A REPORT AND DECISION OF JANUARY 29,200 Page 8 of 9 3. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over$100,000, but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There rney be additional fees for water service related expenses. 4. See Drafting Standards, whih are required. Plan Review—Water 1. The site is located in Aquifeir Protection Zone 2. 2. The project site is located in the 435 Pressure Zone. 3. There is an existing 10",watermain in NE 4th Street. 4. There is an existing 10" watermain in Jefferson Ave NE. 5. A watermain extension may fe required to be installed for this project. 6. The preliminary fire flow for this project is 3,250 GPM. 7. As per RMC, when the required fire flow is over 2,500 GPM, the fire hydrants shall be serviced by a main which loops around the building or complex of buildings and reconnect back into a distribution supply. Hence, a watermain extension may be required to meet the above requirement. 8. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure. This distance is measured along the travel route. Additional fire hydrants may be required to be installed for future development proposals for this site to meet City code. 9. The existing water service lines and/or meters may need to be relocated and/or upsized to comply with current City of Renton code. Plan Review—Sanitary Sewer 1. This project is located in Aquifer Protection Zone 2. 2. There is an existing 8" sanitary sewer main in NE 4th Street. 3. There is an existing 8" sanitary sewer main in Monroe Ave NE 4. There is an existing 8" sanitary sewer main on the RTC campus site. 5. The project needs to make siure that all of the buildings are served and that the existing main is properly abandoned. 6. The conceptual utility plan needs to be modified to show a new line to be installed from the existing MH in the south parking lot to the northwest. The conceptual utility plan also needs to be modified to show that the line from the above referenced MH in the parking lot to the northwest (under the new building) is to be abandoned. Hence tl-?e conceptual utility plan as shown is not approved. 7. Any use in the building(s) subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. 8. This site is subject to the East Renton Interceptor Special Assessment District (SAD) sewer fees. This fee is $0.069, plus interest, per square foot of the parcel being developed and is collected at the time a construction permit is issued Plan Review—Street Improvements 1. Street lights per City of Renton standards are required to be installed for this project. sitepinrev.doc •Gity of Renton P/B/PW Department Adm-, _12tive Site Plan Review Staff Report RTC RESOURCE TECHNOLOGY CENTER LUA-00-172,ECF,SA-A • REPORT AND DECISION OF JANUARY 29,200 Page 9 of 9 Plan Review—Stormwater System 1. There are existing storm dra1,nage facilities in NE 4th Street. 2. The Surface Water SDC fees of$0.183 (but not less than $525) per square foot of new impervious area may be required if not previously paid. Building Construction 1. Applicant must comply with all 1997 Uniform Codes and the 1999 NEC. Fire Prevention 1. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems. 2. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet outside and 25 feet inside. 3. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 4. Applicant must supply a list i?f flammable, combustible liquids, and any hazardous chemicals to be used on or stored on the site. Planning 1. The site is zoned Light Indtastrial (IL) with a Public Suffix (`P') designation. The RTC Campus Master Plan includes the proposed ffuilding, therefore no public meeting is required. 2. The site is designated Center Institution (CI) on the Comprehensive Plan. 3. The building height, as proposed, would be below the maximum in the zone of 50 feet and, therefore, would not require increased height allowances as permitted for ?' properties. 4. 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' 0 z ,. r — .0. .... :'..'-; , . 2 - • - E i — - — ,---0.•.',---.000' -------- 2 .' - ..; :-:. . •• . : .•,.ti . o Li, • .. ,:-,1 ,!„00-.•::.---- CArk _17CA F G ...1 _-• ' •,, RM-I .. ...• i I i i • '9..A ,i ----. . , •' ' ,.. - ,•‘• - , P. ,,„,,,E. 0A1E DEC 31.XVO , 411 0 11.011,1,1 PA i I -- ; B , c.,0C) .• 1 0,..., ...... E 34- H NEIGHBORHOOD MAP • 'L-:-_-----..-- -j--__.,.=------- r- .... -- ? . !-'. • b ' o.. ,•:, 4((.'"' . TECHNOLOGY ,3-_,--- - . • ,. .,.., • - • .• [I , .n , _ . . RESOURCE. • NEIGHBORHOOD MAP PROPOSED NEW BUILDING AT THE . .3 zoo 4.0• 6.3 . CENTER . ,.... NORTH 1"=200-0" A0.1 RENTON TECHNICAL COLLEGE SMSA9955 • . i CAMPUS LEGEND it p 0 PROPOSED NEW LIBRARY w '` RSo S.M.ARCHITECTSR • ` Q • O EXISTING • t, • NNE 7./ CI SREWORK(SEE SITE PLAN) 7.2_.:. _., • 1 �' �„...„.,,,.._•,� I u N0.PROPOSED NEW PARKG STALLS • 'n 0.� ' 44; 1. 39 NO.OF EXISTING PARKG STALLS • • ' ,, ,. D� \ LOT COVERAGE W ' II�`,P' �® �\` EXISTING CAMPUS W11 I :.o`f `` ... __ =--=--- ,;,�" �'`��-.>es ' — --- (SITE APPROX TOTAL) 1.351.500 SOFT �f,,m � ;IX,4� ��._. KIR�CLAND AVENUE NE=______ ____ EXISTINGBUILD�G L 'f �•3 a c'L HT FOOTPRINT(CAMPUS I..-. �7 a } III —��: r l I x ° K4 Il BUILD'GS APPROX -J�_ 1_ ��—•� F _ •(— J - _ r,o rohmTOTAL) 334,200 SOFT O_ rah -- ® -- I------ ----e a , A \ r .-I A PROPOSED NEW Lt y, ��.. °• � I �� coo E BUILD'GFOOTPRINT 27,000SOFT —a I ,msr fl - I u--._—�l a ,s,nov ..w o °cP A°°° sV-�1 I o-,) ��1141110 k PROPOSED TOTAL BUS FOOTPRINT a W�' nnnlnnnllrnnUTI111I0 °� °' SLOW SF m=__-_ --A------ ° CAMPUS BUILDGS& 4g 3I °� 1.---_ a Cs) — '° NEW BUILD'G APPROX 361200 SO FT � '1..- tlt �I��IIIII� • °,° TII \,..__ -o. 11IInILL ililI ro 6. IIITI-1 _o) CV IIRilf-I11fiIR 11 TOTAL) "1 n , W t rpp :•�B tllt .. Ii1RSr� ,�yy llll�99 61//�lllllliLW Jlllllgg �I ''I�I''I�I''I�1""I�'''I�II�'1'''I�I���ryry��a, I W We yn, I luffftillll I itll 1-„I1 Illllll� _rs'1Iff$ ' 'hr6 © _'°U :IIIbd VI111(lII' , TM UTTT1TfTT11U ALLOWABLE LOT (' }' IIIII ' IIIIIUI.I l A COVERAGE �% J U ,�" ijali Itlilll._._ • ' • lilll--1IIIIIIILIII ° ° II IIIl L III IU' I IIl ILI ce w I �));� ii ni uuIllJJ �lyyl„I°°,,,,_ _� � � o d tP_41�-� �114}q OnwnwuwWr �` M O N RO E AVENUE N E PROPOSED LOT 27 p — — —1 r � COVERAGE 1.351.500 Z LU x Z 25%IS LESS THAN 65%(ALLOWED U w CAMPUS PLANl_r PERCENTAGE)THEREFORE o w ,00 mo >oo W Z _- U p • ' NORTH 1"=100'-0" '--te., PARKING ANALYSIS ? 1- 3• CODE REQUIRED PARKING NEEDS 0 cc. • • FOR CURRENT: RATIO REOD CL . w • ' REDD BY PARKG >- ' CARS CODE SPACES U - EMPLOYEES 175 1:1 175 0 • FULL TIME "I DAY STUDENTS 1950 1:5 390 Z Z I - EXISTG TOTAL NET C) PARKG READ BY PARICG W SPACES CODE INCREASE . • 827 565 2 • TOTAL ® 4111111Low-' Z • 829 STALLS IS GREATER THAN 565 . " • • • (READ)THEREFORE OK" MIL �� NOTES: • MKS@ PA q,"" ,, SI I.EXPECT 4%GROWTH PER YEAR�1 2.NEW BUILD'G IS NOT GENERATING CAMPUS MAP .r. • SIGNIFICANT PROGRAM AREA. • `l TECHNOLOGY PRIMARILY LBRRAARY&COMP�UTER at. RESOURCE. LABS) CENTER • PROPOSED NEW BUILDING AT THE • AO.2 RENTON TECHNICAL COLLEGE . • • SMSA9955 • • • GRAPHIC LEGEND:SITE PLAN 1 14 `,, •/ '. _ _. _. __;_-=.__'7_ - ._..._.. .. .. • , ® IRrCR lK • ./ " /'.�Ji I- _ 1BEE CM AD NEMEC* —•— TYIr16RQro • � 15_ 1I K PSI '. , .i. - • I I�d urowve se one Loot LE IBMrtOaKe --i_ - KIR '+LS' '• . . :,; MEMO YAMLT TO ee RO aClD'� _ • 1-•aE1Rl•. . -�/.r A 1 \ .. I / . r-1 Il10,14, COMILMIJORT •/ ` __ __ _�- ' • �-' I / , 1 1 mLllem ` _ , ._:'�T'•Y - BUILDING'FR I�eaDolell ,,,!' _ • I Irt>=11,een eRll,MEE • / - -14•}".' - % • PARKING ......::::: avuurro ''==�.,.- •_ •�'• •_ •-� /r AREA�D OM L •T! •-• f rosceMe� :- I::jS:v'„ I 1 • ElerYu ... P... RRElnaan ieoearcCAME • % '�f,c} >'11" /l11/1/PI:,:� ,P v BUILDING rD' ,� � 4 as ,' 'i?'J., :.. ... ----- • - RE)Ierrolrl'CKI • o1llelD raw /1// BRICK(IMMO ••i•••'11::.'r.."--;kf•i'+-\V--j.�• ._ .:p;.`S' 'v/�///Jl PPnEv axvwn ENTR7M I .e.'".�s iRY`1,• .. .... .... .....o4 PCs:.... 0 Cara EMI DDER-Jworaw , •l � 1 " ,'•:;• • 000 ewr lEvarw - ,' _ � - .-_- .- _ ..... •• F /dam !.. GENERAL NOTES:SITE PLAN (�' ‘•� - �.'- ��0� ••. - 4Ea YYwe PLR(eREer IIuD.N1l raaRrD aRY.ral.Eoau NOL0t MIRK{ \ ��zz'v ••• .•••• _ a mover°env eRKr.CIO KO ALL Dsmil.emR CGCOON . _ 'ij . {: , �J '�'s:.' • B. ME art IBM ME elrt WWII KOWA LOT S.MD PARKAS •�(, O' ;,, "e ,v _ •:::.•:: •, a - _ KErNores:sREPLAN •.�� '.. , .-'........... ..-:. ......... ..-.: --- •�- �!1 '§ tr` V i�� L� :.:� '...Ca Ee.o..two mmUL reolnaW PLau I rL,IIM MEE CM.O wCeiXEJ • ! 'r MICR 9rEELEMRDrO • _I aLLOXaeLE MEMM aeO'E ai.R:b / IL wEriar OM REMOTE MM.CENTRAL rmgnales oMlroroQ - �R rRaoscDKMMraeoKcnaDE:M1• ���e ............�....� -. �;��� 11 �BUILlDING SDI E MEWED/ IL ORME MM YO DRAMaev TO of MYRYED IEw '' Lr nM]tL00 ��` �.'�r y't. �`e �•• 1� f •.•.••:• !l r••'•':• ••••'.'(•'f r '•'.•: i O Ie�E[a,'Urort SCUM r .1®MO�aittmie MOM eraM+mrtR 11.01 METHSBMW ccia�rl erER�a i RIME BF m-VIM f�'+ V�.�I ,± . k :'�.�•.? .euEnHa atom mertn 1 BM ARM PI ELLSMS.PL' O nlE•ugERaE'6eRMx)I.EErMlrILmI1LYL .�. , • ,c xuo�`m°EmvEMO nOal �,�,,�. �� O � ;}�y._ %'' BUILDING'A' © - - . / caeerRucrlawmmE I1a101R . . /��� l ." MCA 1.E1E UM° eMATUED e'1mE LAMEPE OMMR roRwY ataD AMOR.AA M. .,I.'.•) •MHO M(ANIi..er 411E KRIM ) �R. OEBITETMt E[OMlM MDR rROMED IMMO TO w REPLACED YO rAlelR1MCT10N) a _! � �� —1E2..,_'Sc --- 'd' - • •1.r j , 'CC' •0IEBOTIMETIMEIGNLK11SO1IMDEMMRCMIEDORDroMEEECILI MYE) 1. / '!! o•�o _ OrwaceED D&Ifl PE IT LOfJr1OI.NOV50 VONVFLDDa ce at1IDlit -r •�$ g§,; ,�• .- -- WrtR LK IMIIIED IIMOI lnDrorTOIED eaDrO `'' / / A� � �; • MMrR LMeelOpEeIM•MRME)laGMtn1 YMlMoIEMn TO MLR ROD•IrKE 1/ s/, O IMERT rUEXTE R.MRl •�,•� /,- oil e • 1.-.. ^ .•. - i • Mae Dn 40VlT ICONZo lorPcr[olEee At APEMEN MOIMNLeI • ID ,r• S :rcr �-rF` -'� - 11 • LOU7We.r1'PM C GRETE MOM AM 5Ta1l TO COMM 1M1 FATED / 7 ' a MOM MN DcertD MEWLS (L�*, • -, ••if•. . it PANED mix KR RR IXrYEVE)R ICON AM REI0Cr ERee AT MDRertR /� ^ • i ` •� * + ', : 1 . ltre. ®p .'TRIEMITER!MUMMER R T R Y MGM .• O i�r •!' ff • _ . it MOO GRAM I1aM 00liM1vlLLrrEQ ACME `'•.. Y r -- r BUILDINGS' ®NLCC GRAM MROIE:GAI mom 11MM lROro•l TO ME OIRDNI © + ~ • ,� - II.ELEV.A»ar(SYERIRYMET �11 e[[urM,e PLandllm aol) / yF / PP ELEPOT3 b IN OORAME) 1 0' V.04 O M1100Z.LIMA REEMDMYI MMu.raKD•DOOR TO MOM 4 , r� i i V.4,.Y YCCZNEraEN1,lO1 vIRDMa 9l rll '. •,' ,• . CHNOLO ����-�.., I �_ ;. l4OYIS(E O IECTCLro ASS MOO a'MR MALL YD MIL VOL P TOMERT Q W RMMSKD"VC.4 TYIraIDEeE O I f y �• ' J • �. teaeLEKD 11MrrA1T LYpCK MI1w r0 PERM f,`.. .'E�v'.' r •,; - . mPORTMAMIESn ,i.aoaV ! '° •/lI ;RESOURC.',.2 , -� - . `�E DELI0 MO PERT.WRAMO030H HEM : i E;E T •� , I ,• . CENTE' °TTPETPT RE TM LK rMODIM ME MDM roorRAK NOT MCC RADAR }} i✓i,1� ,T I r w MR1YAK.0T MK.COMM RADl N" j'S`•. i t 1 L�1 A. MI.aSRlolreo aEaAr aewLr raevDro elorw ANVIL? :•'1 E'^, E •00, I,,IAI I `j , raKO M4RmLr aMlroa10 LaMJE4[aLrlRarMle TO comm IaRun •`; 4T ,•f • I I I •i ' 1..i , r[wERR IC!!llrorro NKO roI/uMNlO MOIGrtp JJEY I .. I, ..l -.I• ! 1 TECHNOLOGY • L ' ,':; -•=:�• • 701 r.PM RESOURCE i /MEMO, ISe1YLE.E .. •.MMAU _ -- -' ➢ppo ..+ • CENTER " A, .';: O ` I __--_------ I—'-= --, SITE PLAN PROPOSED NEW BUILDING AT THE I ti - .:;' _ --J�=----- RENTON TECHNICAL COLLEGE •': ARCHITECTURAL SITE PLAN •• ,. IDp O N _, • -. • Y NE 4TH STREET PROPERTY LINE__ _ I A1.0 • • S.M.STEAPEI( • ARCHITECTS • • •• • 1..T:TF . - ` o.o.T �r _.. 5` T.!-;T.TCC'�.a_�•` n_.ii—{ _ _ _ _3E_ __ _ _ . J®w / r ._:TITI"L--Tl n.sAv, FFa.uN. -_ r:::., y S'� NR OM e RIR MI • DE ,41 L a W i In,�. ..... \_ a a , •6U L C 0 IV/ D. in; nw mb n� •' •!`O �J O :• :: N•a p •,., .nW �, •,, : III o OEN nSP LP Z �b r + _ ram, • p I tI p ' p Ana U A_-1 • � .1 ® • F— GRAPHIC LEGEND:FIRST FLOOR PLAN KEYNOTES:FIRST FLOOR PLAN 0 z ce o o CE•RESSED SLAB I RAISED ROCK' RAISED ROOK AREA(DEPRESSED SLAB: _ ®_...__... ..__.._____.. 7 = 3 O FOR CLTBINICATION AND DATA BRING. 1 I. LO�QC 9LAB 0 W BALD NG EN.I.-ABOVE 0 LOWER SLAB AREA&IOJN UlATLMED. F1S L • W dPFROLr MT LQIER TURN T74N • G�LD,G E\--- LEVEL. BELOW FLOOR LEVEL. - - - • C: • O CORRIDOR DtIURSE,I-MOUR FIRE RATED 0 '" F'rt-.•:-- CASEUICRK WALL AND CEILING OBI STOREFRONT GLAZING I _a_0. AT EXTERIOR RECITES AT WEST WALL ARE • CODE CCRCORRIDOR .IANT FOR I.MOUR CO••9U•ER STAr�ON AND CODE .0 D TO TS%CA WALL AREA.DOORSS ` R, -IE ARE CODE COI'PLIdNT FOR IpUR O CORRIDOR • Z F'CVABCE FLRNISMr•GS I.MOUR FIRE RATED DOOR ONFACT..ETIO - .ne I O FOLDERS MALL AREA IS AUTOMATICALLY 0 CIS•RLCTLIRAL COIU"N ISOLATED FROM I.MOVE CORRDOR LU WALL•-ECTIO: O'W S ATID WEATHER SCREENS ABOVE {— • LECTURE WALL VAT.TAWDIO BEOTIOJS W • I 1 O FOR E SEAT ATI SEE AIDIOVISJdL 450 GS .........B - !X_ FORF.D SJ EACE SIGMTLAWS.WALL AND • �� BU'lD'NG SECTION CEILING AL TT E9 ARE TREATED W.0 ACOUSTICAL NATERdLS AND FABRIC COVERINGS OEXTERIOR PAVE„ENT IS P FOR _J REFERENCE CNLI SEE SITE RAN AleWE FOR �y.GS`ON FARES .i BOVE LNSW AND LLEdTwER V • SCREENS ABOVE 0 SECOND ROOK EGRESS STAIR REFER TO Q,VG\aCJtO SHEET d. O 1 U REFER TO AND TrPILNL ENLARGED ELEv TIONSET ROOM ON SWEFT LAN - .O<F B FOR NOTES AND DITENSICNS • • .veu RT - `• �1 .1. I FIRST • anr-r•.. I FLOOR • FIRST FLOOR PLAN PLAN I )n?.,-, NORM • A2.1 • 9955 • • S.M.STEMI'EIt ARCHITECTS , I 21 l i. • ,•I '•"� • no �,• 'Par • �..• • ..r • • • --- L:�iiil=� �_- __---- —{ -- w�Pa rJ0 - .n,.m.-_uikm-II - , t�- --_- __ v L_ EDOEI _®_r_ • I, _ — W • i ii II -1-"—+'—'"--'....11 . , II 1 I' 121.1. 1 Of- t /-(;) > . O. : , 1 1 t — _ 4 • to W .no®"" ® my �i,i. _ O r RL_ 1'mo O ors '❑ 0 IN n U IJ Y _ } MO- / FW- U • • 0 l .E.— O L•�u� h 1..3= . • 1. z - a ° Z } il. I- ° ' t. GRAPHIC LEGEND:SECOND FLOOR PLAN KEYNOTES:SECOND FLOOR PLAN O r co D Nz r ; CttIO dff6dBOVE O nan LQBT aIO lIaRt WOW W1ED EGRESS NSW. ' CC CC L i - I VaLLIED AREA move SEE SOWN.SECRoO - - O eEO AC4 ADC/Sp,E,yNDiRWIT.SEE MSC nlr+YeET ua • • 124.1ILDING ENTITY ABOVE O MDT ROOD UNGLAZED MOVER S&LS 0 BUILDING ENT ITT BELOW OYAWED CMGa.BN11aN ROLE:R<aDw root ° Foe.".BWLr_N CdSERUec MOVABLE g14N,saa9 O EBRaR.M11.1.0'1u1RKiDw PWTII*41Yil W I- a DTRJGTIlRAL COUSIN O DC1 Dux to coma neat rem arc xE ecaacal . WALL SECTION IESER IafV A'ED MlE1 Waa10.C8 M0•- .. O E SZTO El DED TO:1 NDIEla1D aTrI.CL V MOL DING SECTION • • . , _ � • �ayJGt\Oa °° • 40 ' SECOND nr. CAPP WT.lam_ �� EI FLOOR \ _ ° n PLAN SECOND FLOOR PLAN Dnr•ra MOif^' I A2.2 SMSASS55 • r • • • • • :, i ld�� O <l I !t 1 • (.I (��- KEY NOTES-ELEVATIONS: . OO 0 J _ GAmxi SYsmE F �, .- • CJ I 1 h' '•I uwwrtmrsra�cr ... : L�k-517;l_..:, _n; .. :v arvmwm ---- .. _ .. . :! .. 7r^_�._..._'r-a+ 369"�0---,,' O S.M.ARCHITECTS u�NsrANwArrowERTDIeRAnrrmEw •�r� O cau(DROP w. m II�� ® ® all RIBr Hu ® ® ® �— _ • I • • : o LsPAYWL _'_ ...._._.811101r WWII•SUM . no,,„, IIIIMP--II _ • I O wsaEw LEenmE Ilkl.MCWMIN. ' I I MP •i- WI��l�1 ��� �i��I�-mo�A �����i�ine ._— • '=11I111i1iUi1IlN1111111�1;1■ 1111�1�11 �., _n Hill 1 329.60* O LDUYEPEDDPENNGSFORUEIXPEMNDDSE --ry AUXILIARY r IY EMSLUCE TOCONUPSE L ® O O O� p p O CORNER YIEwWNDOW. EAST ELEVATION L O SUN 4WEATNERSCREEN O ET STE ,CAMPUS ELEVATION 0SE M � ,AR UIU11tlNOHTWALL FACNGCGALTVAIS). ` ' i O ANAL PRALE,NSUUTEDPUNCNEDYAAOWS Q ,.1_( I_L (.1 L=II,h.) (: PAANEsT YCgTaAENr+Am+aANo NSTALLATOISYCONRGCTOR} —p AIR HANDLING UNIT . ©CLERESTORY STOEFRGaGAm.GSYSTEM. —FL F't - ------ !— (SHOWN DASHED) i69,50' EsrEr<riAL saIFFENSAooxrsrours. a ....»....... - P a. CC Q l 1 1 1 9 1 i Z-T -i'�7—f- T-)-TTA I I I I l-1 I-' 10... I I f._1TT ,3 wsewE1!�cvawcExaosuAE. II � �t . .. II � � 1c . . Tlir ,p rill— I I II, III I � Iw •• : a.. .......}1 ,. LEGEND-ELEVATIONS: ET BACK ISDMitvENEA co r = :_ ❑uEruwuxaANETs jI w �J� S L- �9 � a P C9 Y `� "= '", 8 P5J- o W j �_ I I - - 39.0 ❑mraETEnErroa • -rTr , JO— -INE OF EXISTING GRADE L O LONGITUDINAL SECTION ! L L —PROPOSED NEW GRADE • 7/1S'.7'-O• ---TOP OFEx61NGFENCE H U z 8 / TOP arnaPosEo NEW PENCE W x ' `d ,) (.;.1 • U w I:I • (•1 I+1(p,I I.,: .l (:! (l T I.1 j' L1 LL ~ z ` PROPOSED NEW _ `•' (� 1:1 i_, U FO FENCE(TOP OF _ 4 FENCE SHOWN „-.-. :. . :rs -r.C, .4 `�.Ntt .` o�u,�.-x•s,��"._ f .` s -p W co Ly DASHED) .num�=1mm on Et wmmn•mu mom•mo�!Nom•mio!•ommmo�!•ammo!I• I•mmm!o maim a!� mgm�!umi• in.•� LLI w. EXISTING FENCE �NNim��o�a!����iiIi�f•��r��w��':-F:.•:-.!;--a+� > • . (TOP OF FENCE _. — . m m m m,.,.m,m m m ® . ® m _ C. • CG SHOWN DASHED) - _ 'zz._F•..°='..:e*.,-si:- • — —_- 'I -y"- :r-'. - C7 NEW SITE WALL -.. .. _=:•_':-_ ::f-.��.--��....:r a• M. y '�i 'I -i•':T.- 0• _ II �� 11 11 111_ 11 A p I■1�1�@ 11 1 I181�91t.- 4 ---.---- - �liellr_r'�SirG6����� �Mig�����il��Ll� iiiii �i��1102®=amoi -- ' 329.ar Z R _j J O WEST ELEVATIO c N -JEFFERSON AVE NE-ELEVATION . P ,:, 1.1 �uf) e, , Lei 1:• ® _ r 1,; 1'-- --369'SO' 369:50' - . c. 014.9t PIA • - =-D1111wI® f 7 r---1 f1TT1 FENCE • EAST,SOUTH • TECHNOLOGY FENCE — l—� r= t�• � :.--`.,_ ` NORTH.WEST t --==r�- - I""`�" -' NEW SITE WALL ELEVATIONS RESOURCENEW. _ _ ) I 1_ 1=_ - ;:-._� �_>. SEW WALK - - j�`r_ r• Eel - ,.___ . .V • -. y —_ CENTER WALK , •b EXISTING GRADEL PROPOSED NEW BUILDING AT THE 0 SOUTHPELEVATION NE 4TH STREET O NORTHo.ELEVATION K I R KLAN D A\NE A3.0 RENTON TECHNICAL COLLEGE • - •• SMSA9955 co-i .1 I'a I 1 I • _ PPP-SS-TT TT __ '"AS�"o"" s '�' CITY OF RF�II I L COL 861111 GE :e_:000 RENTON —_ I w v...- LEVEL 1 GRADING PLAN va NO. .RLVISIOM er DATE MP• .� —.�, yema�y/v�aK wee.No. . i. 4:ft, I gi .°,�##3 a -\ g i. �� .It s I a L\ _;.:3 _._ , rol, _.41 j_ i n . \ r /1:0. *41 s.,.• • • '.„' . \,, ,/,. . , _....,:zi.xv, „,_. _,....w,...7:77. !„ i �� ' NA � `; o; . `� . ' II • _ ► I I • V , , i.FYI ro fit. Y qT / �%'"•' '� ~�. _!./,fto ,, ~'� • ' :. .. F.-- .:, ,1 tJ \ �� f y \i,g % \ \ /i• ,• i. •cif I 4 II , �'N t• �,,�� ' �� .�' , Vim••• l,r I nt • • I , ° s1 ji. 1. \am jj ., • , . ....4.10 . , • r Y; t_ ' • @ .: ii ep" . 19. IpA F3 gI 0 -o .-a k - — `"_ �. '\, - _� ' _ ' f: A 4T, (r I•. •♦ • r #1 ; f ''1 isl I I 1 ' H� CIP 1'j, N y a I 1 Ts , y , ' °`'m ` t II ------__IT. r15:::_.;......_,...._______ r.______-_____....................................................................................................... ) ‘ .r _ 1 In 1 , ,,.,,•_i , , — _................ --- --------..... .,1 ---- - --------___-----------..._--------- . 1 • --,--- _----------_-----------___ --___• -----------___. • • • . 8 0 s E Mig • . � �'c to a k 4 , 1 : :i 1:i8 i "1: i • to 1- X • Nrimm ' lilt It?xTxig, . • • Fes+� M{N7 yiO 8 , 1 ..ot0 ' $N, m o°' - v . • • • • NORMWE T 1/4 SECT d 70%4StW 2!NORM,RANCE 5 EAST.WM• 4 • i 14111 9 J N ar77 .' ' / / ' o rthe T.( + f —li P4 [..321ID Ni1R1T[71[ALLT /``fEle t I b . • -• [.masts�s r/.$.0 . /'9 + SCALE T-40'•ul ri.1 n[.sloe.[(.pc • fld'mtur.s,m v.1 _ .ti%" / w • • ��? i :— ppi Kam 1. / 4'0,.. • �— v�d - s— : ,iI ''` _ i - inf "1 11lS'••.n- - -''.'"----- ,�� ► �_t- -® -\. — =y-i( -- .- — ------- --,{ ./ •,19 tl o-nam - --- 1/11 I ra ][OI1Sq. •sett fa `�o'` j ` , _ �, T LEC>8D O • //I. / ', •S.. 111�'/' all\I\� a� I t j' MEN ffilER LLi8f8�m �.F •s • jr T • f [' , S\• 1 1• I t '`¢s. ASRt'tT PANG I I 1`t' Ua d / / `•` .sm.a[ .. �J .�.. '�) /(.• 1,`1p1�n14`.,^��Y/tJijY%%;y day u.on-wrt '! �7.' ,I.t +• WNW PAYNC j 1/ .JJ.�:>rID • T I 7"y` /' /�te"1"W"I + Cp[A1E DAV1C L 1 • K IAA ��J7,' 71 $ c'1- i:/ �/ /3� !/ �� w.,smWit.. •.7 J.w. •�..� �:�-o �'r:a..�4— ,�,r I ' tartar([op) :mom —loo--- • /i ,�:ins YY.�Y. _0 o.s. r _ + ul[A LK —r— �''I / r'/•/ • [ . 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I .., .. 0 1 .•: .• I••-i---.:- -,-----.,--:-•-,4.. -!-..1 (-1.'77.:-:-•-,-'-•;r-,--•-•-- -- ..--,•----• ..k;...1..4 ...: :......i;---fT17,-... . ... 1 ..• •- • .: • •"' ‘---.----- • '-- 1,0,-/-1-1;.1tregt rklni,,,,,,,t • • - . ------ • . •,.I.M• • 'r-tzt 1 1 71 .r, -... !• , t- . .... , • ..,,, e..74.1-1-1 9,11-- 117 �, 4; CITY Gam' •RENTON L ..II. • Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 29, 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 January 23, 2001: DETERMINATION IF NON-SIGNIFICANCE-MITIGATED II RTC RESOURCE CENTER LUA-00-172,SA-A,ECF The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College(RTC)campus. The two-story, 47,000 sf facility would house the RTCITechnology Center. The applicant has requested a Parking Modification to allow more than the maximum number of perking spaces. An environmental review and Administrative Site Plan Review and Approval will be required. Location: 3000 NE 4t Street. Appeals of either the environ mental determination[RCW.43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00.PM February 12, 2001. If no appeals are filed by this date, both actions will become final. 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 Ithe 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, I^ 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 gencyl7\ 1055 South Grady Way-Renton,Washington 98055 Iffhic n�ncr nnnloinc Gno/ron.•nlnr!m�io.i ono%....mot....n�,....•.. 1 el CITY RENTON ..LL I Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 29,2001 Paul Aiello S.M. Stemper Architects 217 Pine Street,#700 Seattle,WA 98101 SUBJECT: RTC Technical Resource Center LUA-00-172 iSA-A,ECF Dear Mr.Aiello: 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 January 23, 2001, issued a threshold Determination of Jlon-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures documert, The Administrative Site Plan Report and Decision is also enclosed. Appeals of either the enviror m ental determination[RCW. 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed\in writing on or before 5:00 PM February 12, 2001. If no appeals are filed by this date, both actions will become final. 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 regardi g the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510.. The preceding information will Issist 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, pleas'e\\call me at(425)430-7382. For the Environmental Review Committee, 71-11-7 Elizabeth Higgins,AICP Senior Planner cc: Renton Technical College/Owner Enclosure dnsmletter 1055 South Grady Way-Renton,Washington 98055 iThic nnner r•nnfeinc 000%rnn..nlerl.n�1e.i�1 .Jno/-..................... CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-172,SA-A,ECF APPLICANT: Renton Technical College (RTC) PROJECT NAME: RTC Ttechnical Resource Center DESCRIPTION OF PROPOSAL: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College (RTC) campus. The two-story, 47,000 sf facility would house the RTC Technology Center. The\ applicant has requested a Parking Modification to allow more than the maximum number of parking spaces. An envi onmental review and Administrative Site Plan Review and Approval will be required. LOCATION OF PROPOSAL: 3000 NE 4th Street(SW corner of RTC) 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 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review prod i s. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before I5,:00 PM February 12, 2001. If no appeals are filed by this date, both actions will become final. Appeals must be filed lin 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: January 29,2001 DATE OF DECISION: I January 23, 2001 SIGNATURES: 4eFaatorHDATE )01 Departmen o ing/Building/Public Works -.2-1‘e-A-41C Ji Sheph r , Adtfinistrator I DATE i Community Services 1 -- _ . I / - OV e'e)7 Lee a er, i e Chi DATE Ren on Fire Department 1 I I 1 dnsmsig I CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-172,SA-A,ECF APPLICANT: Renton Technical College (RTC) PROJECT NAME: I RTC Technical Resource Center DESCRIPTION OF PROPOS i L: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College (RTC) campus. The two-story, 47,000 sf facility would houspl the RTC Technology Center. The applicant has requested a Parking Modification to allow more than the maximum number of parking spaces. An environmental review and Administrative Site Plan Review and Approval will be required. LOCATION OF PROPOSAL: 3000 NE 4th Street (SW corner of RTC) MITIGATION MEASURES: 1. The applicant shall follow recommendations as found in the geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton, Washington, February 2000," by Shannon &Wilson, Inc. 2. The applicant shall pay Transportation Mitigation at the rate of$75.00 per new trip generated by the project. Tie fee shall be paid prior to obtaining building permits. 3. The applicant shall pay the Fire Mitigation Fee equal to $0.52 per square foot of new construction. The fee shall be paid prior to obtaining building permits. mitigation measures ' A J CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-172,SA-A,ECF APPLICANT: Renton Technical College (RTC) PROJECT NAME: RTC Technical Resource Center DESCRIPTION OF PROPOS L: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College (RTC) campus. The two-story, 47,000 sf facility would house the RTC Technology Center. The applicant has requested a Parking Modification to allow more than the maximum number of parking spaces. An environmental review and Administrative Site Plan Review and Approval will be required. LOCATION OF PROPOSAL: 3000 NE 4th Street (SW corner of RTC) 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. General Plan Review 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 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. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000, but less than $200,000, and 3% of anything over $200,000. Halfl.of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. 4. See Drafting Standards, which are required. Plan Review—Water 1. The site is located in Aquifer Protection Zone 2. 2. The project site is g located in the 435 Pressure Zone. 3. There is an existin 10"watermain in NE 4th Street. 4. There is an exist ng 10"watermain in Jefferson Ave NE. 5. A watermain extension may be required to be installed for this project. • Renton Technical College LUA-00-172,SA-A,ECF Advisory Notes (continued) Page 2 of 3 6. The preliminary fire flow for this project is 3,250 GPM. 7. As per RMC, when the required fire flow is over 2,500 GPM, the fire hydrants shall be serviced by a main which loops around the building or complex of buildings and reconnect back into a distribution supply. Hence, a watermain extension may be required to meet the above requirement. 8. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure. This distance is measured along the travel route. Additional fire hydrants may be required to be installed for future development proposals for this site id meet City code. 9. The existing water service lines and/or meters may need to be relocated and/or upsized to comply with current C ty of Renton code. Plan Review—Sanitary Sewer 1. This project is located in Aquifer Protection Zone 2. 2. There is an existing 8"sanitary sewer main in NE 4th Street. 3. There is an existing 8"sanitary sewer main in Monroe Ave NE 4. There is an existing 8"sanitary sewer main on the RTC campus site. 5. The project needs to make sure that all of the buildings are served and that the existing main is properly abandoned! 6. The conceptual u ility plan needs to be modified to show a new line to be installed from the existing MH in the south parking lot to the northwest. The conceptual utility plan also needs to be modified to show that the line from the above referenced MH in the parking lot to the northwest (under the new building) is to be abandoned. Hence the conceptual utility plan as shown is not approved. 7. Any use in the building(s) subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. 8. This site is subject to the East Renton Interceptor Special Assessment District (SAD) sewer fees. This fee is $0:069, plus interest, per square foot of the parcel being developed and is collected at the time a construction permit is issued. Plan Review—Street Improvements 1. Street lights per City of Renton standards are required to be installed for this project. Plan Review—Stormwater System 1. There are existing storm drainage facilities in NE 4th Street. 2. The Surface Water SDC fees of $0.183 (but not less than $525) per square foot of new impervious area maY,be required if not previously paid. Building Construction 1. Applicant must comply with all 1997 Uniform Codes and the 1999 NEC. Advisory Notes • Renton Technical College LUA-00-172,SA-A,ECF Advisory Notes (continued) Page 3 of 3 Fire Prevention 1. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems. 2. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet outside and 25 feet inside. 3. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 4. Applicant must supply a list of flammable, combustible liquids, and any hazardous chemicals to be used on or store on the site. Planning 1. The site is zoned Light Industrial (IL)with a Public Suffix('P') designation. 2. The site is designated Center Institution (CI) on the Comprehensive Plan. 3. The building height as proposed, would be below the maximum in the zone of 50 feet and, therefore, would not require increased height allowances as permitted for`P' properties. 4. The proposed project would meet setback requirements that are based on its adjacency to a residential zone. 5. All portions of the property not covered by buildings, parking, walkways and other paved areas must be landscaped following construction (existing landscaping may remain where possible). 6. Garbage pickup and recycle areas are shown as being screened from view in accordance with RMC requireme its. Advisory Notes 1 ___ _ NuncE 1 . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: RTC RESOURCE CENTER PROJECT NUMBER: LUA-00-172,SA-A,ECF The sppilcant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College(RTC)campus. The two-story,47,000 sf facility would house the RTC Technology Center. The applicant has requested a Parking Modification to allow more than the maximum number of parking spaces.An environmental review and Administrative Site Plan Review and Approval will be required.Location:3000 NE 4°Street. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRON(NENT. Appeals of'either the environmental determination(RCW 43.21.0075(3),WAC 197-11.680)and/or the lend use decision must be filed In writing on or before 5:00 PM February 12,2001. If no appeals are filed by this date, both actions will become final.Appeals must be filed In writing together with the required 576.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98056.Appeals to the Examiner are governed lay 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. L� Ili-4a.e(P! I lLL1 ,! P y• ..."J .e I t, „"t^itif- er nGi I11;r4t�r-IL -T.r-stm * "'1 * r r* Ilta`_II 11- ' ': ,fir'_ t o ;' lI. RM I ,�..,CA- i'__-GI PA', i NEIGHBORHOOD MAP,a+e_2_, FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT , I SERVICES DIVISION AT(425)430-7200. DO'NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION - • .Please[palude`tha'projeofNUMBERwhe»vial(t6gJoi?properfii(eadentl(Icetton:';,7.; CERTIFICATION I, f-Tuty-t-t 0,431, ,,,,,,..) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property orrT ,,, Z,,,, 1 • Signed: a�� Al/'EST: Subcribed an worn before me,a Nortary Public,in and for the State of Washington residing in �o � �on theic_ Qn d day of &,&/j ,ev,,I w iiA4?lLY���9 � ,NICHEFF ,. � --��ar �1-m-c� a P ®?CRY �U�LI(; 11 �� COMMISSION OF WASHINGTON ;hit r s r�;:� . .� , MMISSION EXPIRES ��::.b Lct is r ; JIJNE 29, n q MY Fl=.(,-Oee :umn)r�.'.Y�'l� .e,ean8`a :b§s,c%i%r`•'cJ'�v-I'� '.,v�'-.^V... ai:..„4GQ�J 'yY. AFFIDAVIT OF PUBLICATION Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the E SOUTH COUNTY JOURNAL NOTICDEOTERMI/NATTIONENTAL 600 S. Washington Avenue, Kent, Washington 98032 I ENVIRONMENTAL REVIEW .1 COMMITTEE ` RENTON,WASHINGTON The Environmental Review' a daily newspaper published seven (7)times a week. Said newspaper is a legalp newspaper of general publication and is now and has been for more than six Commit-Se nos issued it DetheV of Non-Significance-Mitigated for t for the E months prior to the date of publication, referred to, printed and published in the following project under the authority of English language continually as a daily newspaper in Kent, King County, _ the Renton Municipal Code. Washington. The South County Journal has been approved as a legal RTC RESOURCE CENTER, LUA00-172,SA-A,ECF __ ____ -__ ewspaperrby=order:ofthe Superior__Court of_theiState otWashington_forKing _., Environmental review for, _ _ _ County. construction of a new ,two-story, The notice in the exact form attached, was published in the South building at Renton Technical College. Location:3000 NE 4th Street . County Journal (and not in supplemental form)which was regularly distributed to Appeals of either the environmental; l the subscribers during the below stated period. The annexed notice, a I determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use' RTC Resource Center decision must be filed in writing on or' I -before-5:00 PM February 12, 2001. If no appeals are filed by this date, both' as published on: 1/29/01 :actions will become final.Appeals must ' The full amount of the fee charged for said foregoing publication is the sum of r be filed in .0wr0 a together fee the h: 9 9 9 '•required $75.00 application with: $56.25, charged to Acct. No. 8051067. - !Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA Legal Number 8668 98055. Appeals he Examiner are , governed by Citytofo tRenton Municipal Code Section 4-8-110. Additional information regarding the appeal C 2C^Q `/ .Rentonproces may be obtainedOc , from25) the Renton City Clerk's Office, (425) 430- 6510. - Legal C erk, South County Journal • ' Published in the South County i Journal January 29,2001.8668 Subscribed and sworn before me on this la-day of t A. , 2001 - 4c. eats ,, „ —�-� li-- 6.-- A 6- 6 ®"— = Notary Public of the State of Washington 0 Pie��� o:�_` residing in Renton q'',•C 2 6 2 . .,�o`� King County, Washington , Staff City of Renton Department of Planning/Building/Public Works Report ENVIRONMENTAL REVIEW COMMITTEE i , i ERC MEETING DATE: January 23, 2000 . Project Name: Technology Resource Center at Renton Technical College Applicant: Jon Pozega Renton Technical College kenton Owner: Technical College State Board for Community and Technical Colleges (Department of General Administration) State of Washington File Number: L;UA-00-172, ECF, SA-A ' - Planner: Elizabeth Higgins, AICP Project Summary: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College (RTC) campus. The two-story, 47,000 sf facility would house the RTC Technology Center. The applicant has requested a Parking Modification to allow more than the maximum number of parking spaces. An environmental review and Administrative Site Plan Review and Approval will be required. Project Location: 3000 NE 4th Street (southwest corner Renton Technical College) Exist. Bldg. Area SF: New building Proposed New Bldg. Area SF: 47,000 sf Site Area: 1,351,500 sf Total Building Area.SF: 47,000 sf f''12.7,1 I- :F tt�• .tI4 J`gl Lf' • _k;. L .{}I ''%5.g � e,•Eil1 P:ak del1 PY . ` 9H 'GYYWj-,t i• A— .;IIn 1 � ' J NE• • , yp;� , w. {T ,• T ? ,' � t?�1 ,r I � � ? � J ©j � 1ghlands . 0 i `#; i ', . lit - .. I e E eN r ,•••6` , [ I.: . Park j - � 1a•iC EtN .V ''_ N n:m U lfiL` 6tn�ruasC,''�jp ' L '3er€>,;;i" rF•, g a,f Cs• :al co q el _ ' - _ 1 47 NE ne ,. . • s v ql 1 . [ �,II .:; a�u�F j:-.,'•1 i ��'[7;� �: �'.+�',' ;E 3 T `s �'�:oE n_iz'ins� {T�,P�e, 9 - '') '- '''i,r3.Ai: --M '''' 7.'.'!:'"`— IIt ,E''' .43" 1°-211.-z,', „• 361 I Flit i 11 00 s y ri74. ,%.,..,,,,, Nti.:!...,4-a.,., ,,-,1q ,:- ?•.1,..3± ,Il I, :4i 11 ,,,i . i7s12,f q4 V=• 6;;;,' ,E;ItZ 1 1,,a,•:1 r6yi '42 '� 4,_.:r' 1I 0 avo.g�ae©egrd_ v pm�ay 4 ut,+.'e Wit, .r,® . gym; MI in i ,,.'ru_�•,•45To2;'4rLti.p,,p4z 4i?;�. h 0� 6iN i !n'r_ _ �R �� • � N.E. , 6TN } o ,1P.�<u.F 191�, 'i f— 6rH T• ,.L' G -1 ,�,.,,y- r�R-�'"�v q 1 p ¢ �<: .. 1•Fr4���_@Is^F,j�g,="Lod^���1••'� `` ,--q NE_ STH Im PL � 'r .© �':Y< '_ - -� Lj ck ,Es nc:E�s ' ;'. :1 rj: _ - .Fal __ I N I f hI 9 } $j ..a F _ RM-1 L L T 0 P NE.EOYONN •/s.. ` N a ': 2' - _ fERHa •-i ` NE 9TH: •'ems.: `T (' � -- -M li-I 'I% ' Project Location MaC?[ `�'! M—...y .. �-7-p' — -- --._ NG E..: x*:—::"; . 'as .'I,..,"P s cTrf� ,---—:-_; NE—.�—..n erc report.doe y 'c�� j „C ri CA A F G 1,. City of Renton P/B/PWDepartment Administrative Site Plan Approval&' jronmental Review Committee Staff Reparts RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER L UA-00-172,SA A,ECF + January 23,2001 Page 2 of 8 PART ONE: PROJECT DESCRIPTION/BACKGROUND The applicant has requested an Administrative Site Plan Review for a new building, the Technology Resource Center, to be constructed on the Renton Technical College campus. The new facility would provide support to students and faculty of the College. Renton Technical College (RTC) is a post-secondary educational institution offering a variety of Associate of Applied Science Degrees and more than 47 full-time job training programs. Part-time, evening, and Saturday classes are also offered on the RTC campus. The Campus consists of fifteen existing buildings, parking areas, driveways, pedestrian pathways, and landscaped areas. The proposed site, at the southwest corner of the Campus, is one of the last remaining large open spaces that has not yet been developed. The site is not currently used, except as open space. There are no critical areas such as wetlands or steep slopes. The Campus slopes gradually downward from north to south between Monroe Avenue NE and Jefferson Avenue NE/Kirkland Avenue NE. The total elevation change is approximately five feet. The Campus is bounded on the south by NE 4th Street and on the north by NE 7th Street. The vicinity of the property is.a mix of primarily residential uses (single and multi-family, including duplexes) and a limited amount of industrial and commercial uses (along NE 4th Street). Greenwood Cemetery is located diagonally to the southeast across Monroe Avenue NE and NE 4th Street. The property is zoned Light Industrial (IL)with a P suffix (publicly owned property). The two-story, 47,000 sf building would have a 26,000 sf footprint. The facility would house college service programs including a library, computer labs, classrooms, and a lecture hall. The Faculty Teaching and Learning Center, an Instructional Assistance Program, and faculty offices would also be accommodated within the building. An existing parking area would be resurfaced and restriped. Additional new parking would be developed on the south edge of the Campus, although it is not anticipated that this new facility would attract additional students to the Campus, but would accommodate and provide services for students otherwise attending classes and using the facility incidentally. The current Renton Municipal Code allows 565 parking spaces for this use in the IL Zone. There are 827 parking spaces existing with a proposed increase of 2 spaces for a total of 829 spaces. Construction would include excavation, hauling, filling, and traffic interruptions. There will be an attempt to balance excavation and filling on the site, although an estimated 400 cubic yards of fill will be removed from the site due to its organic nature. It is anticipated that construction would commence on or about July 1, 2001, with building occupation planned for November 1, 2002. An environmental review and Administrative Site Plan Review will be required. erc report.doc I City of Renton P/B/PW Department Administrative Site Plan Approval&En mental Review Committee Staff Reports ' RENTON TECHNICAL COLLEGE TECHN,OLOGYRESOURCE CENTER LUA-00-172,SA A,ECF January 23,2001 Page 3 of 8 PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21 C.240, the following project environmental review addresses only those project impacts tha are not adequately addressed under existing development standards and environmental regulations.] I A. Environmental Impacts The project proposal was circulated and reviewed by various City of Renton departments and divisions to deterine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: . (1) Earth Impacts: The a i plicant submitted a geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton, Washington, February 2000," by Shannon &Wilson, Inc. The geotechnical consultants performed both surface and subsurface investigations prior to making an assessment of site suitability and forming recommendations for the construction of the project. Both the building area and the stormwater detention area were investigated with test pits at depths between 7.5 and 10 feet. The analysis of the material removed from these excavations indicate that the site is underlain by local deposits of fill material overlying glacial recessional outwash and glacial till. The entire site i covered by grass and organic material to a depth of approximately 0.5 foot. LI At the north portion of the construction site, fill material consists of gravelly, silty sand and sandy gravel with small amounts of wood, cinders, and glass. This material was found at a thickness of between 2 and 5 feet. Recessional outwash was found in all test locations, under the grass and sod and/or fill material. Outwash consisted of medium dense to dense, stratified layers of sand and pebble gravel. AbsenceIof weathered outwash in some locations indicate that the site may have been lowered by;cutting in the past. Although glacia'till was not encountered in the test pits,.but previous testing by Shannon & Wilson indicatediglacial till at depths of between 8 and 22 feet elsewhere on the campus. • Regional groundwater was not observed within the test pits, or other, earlier, investigations on the campus. Locally perched groundwater was observed, however, in several test pits apparently originating from the upper two feet of fill material. It is anticipated that locally perched groundwater may be present on the site during the wettest months of the year. The geotechnical engineering consultant made recommendations relative to building foundation design, drainage at footings and retaining walls, and pavement and utility design. Staff recommerlds that following the recommendations of the geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton, Washi �gton, February 2000," by Shannon &Wilson, Inc. be made a condition of approval of the' plat. erc report.doc City of Renton P/B/PW Department Administrative Site Plan Approval Ii svironmental Review Committee Staff Reports RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER LUA-00-172,SA-A,ECF 4 January 23,2001 Page 4 of 8 Mitigation Measures: The applicant shall follow recommendations as found in the geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton, Washington, February 2000," by Shannon &Wilson, Inc. Policy Nexus: Renton Municipal Code 4-4-060C, Grading, Excavation and Mining Regulations; 1990 King County Surface Water Design Manual, as adopted by the City of Renton; State Environmental Policy Act (2) Air Impacts: It is anticipated that some adverse air quality impacts would be associated with the site work and the building construction phase of the project. Project development impacts include dust resulting from grading, exhaust from construction vehicles, 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 are recommended. Mitigation Measures: None required. Nexus: Not applicable (3) Water Impacts: There are no known wetlands or surface water bodies on the site and no indication that problems associated with groundwater would be encountered (see Earth section above). The applicant submitted a conceptual drainage plan that has generally been approved. The applicant will submit a Temporary Erosion and Sedimentation Control Plan with construction drawings. Mitigation Measures: None required Policy Nexus: Not applicable (4) Transportation Impacts: No improvements to public streets or street frontages are required. It is not anticipated that the proposed facility would generate a significant amount of new trips, but rather, would be typically used by faculty and students who would be on campus for regularly scheduled classes. Some new traffic would be generated by students making trips to the campus for the exclusive use of the facility however. In addition, although the facility would replace an existing library, it would require additional staff. Therefore, there will be some additional new traffic generated. The applicant will provide an'analysis of traffic erc report.doc 1 City of Renton P/B/PWDepartment rr Administrative Site Plan Approval&En mental Review Committee Staff Reports t RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER L UA-00-172,SA A,ECF January 23,2001 Page S of 8 1 generation for the,calculation of appropriate Transportation Mitigation Fees. Fees are applicable at $751.00 per new trip generated by the project. Mitigation Measures: The applicant shall pay Transportation Mitigation at the rate of$75.00 per new trip generated by the project. The fee shall be paid prior to obtaining building permits. 1 Policy Nexus: Transportation Mitigation Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code Section 4-6). I (5) Fire Protection 1 Impacts: Fire Pr vention Bureau staff report that they can provide service for the proposed project, 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 construction of this type is subject to a Fire Mitigation Fee. The fee is calculated on a per square foot basis. The current fee is $0.52 per square foot o hew construction. Mitigation Measures: The applicant shall pay the Fire Mitigation Fee equal to $0.52 per square foot of new construction. The fee shall be paid prior to obtaining building permits. Nexus: Fire Mitig tion Fee Resolution and Adopting Ordinance; Environmental (SEPA) Ordinance (Code 1Section 4-6). 1 (6) Vegetatio Impacts: Most of he existing trees on the site are along the perimeter of the future building area and, therefore', would be preserved. At least two deciduous and one evergreen tree would be removed from the future courtyard area and four evergreen trees from a future parking area. New landscaping has been proposed. Mitigation Measures: None required. 1 Nexus: Not applicable (7) Energy I Impacts: Natural gas has been proposed as the source of energy for building heating. All other energy needsjfor powering pumps, air conditioning, lighting, and communication systems would be provided by electricity. Mitigation Measures: None required. Nexus: Not applic ble erc report.doc City of Renton P/B/PW Department ° -- Administrative Site Plan Approval�': ,:`dronmental Review Committee Staff Regorts RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER LUA-00-172,SA-A;ECF ' January 23,2001 Page 6 of 8 , 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 15 day Comment and Appeal Period. Issue DNS-M with 15 day Comment Period with a Concurrent 14 day Appeal Period. C. Mitigation Measures 1. The applicant shall follow recommendations as found in the geotechnical report, "Geotechnical Report Proposed Technology Resource Center, Renton Technical College, Renton,Washington, February 2000," by Shannon &Wilson, Inc. 2. The applicant shall pay Transportation Mitigation at the rate of$75.00 per new trip generated by the project. The fee shall be paid prior to obtaining building permits. 3. The applicant shall pay the Fire Mitigation Fee equal to$0.52 per square foot of new construction. The fee shall be paid prior to obtaining building permits. 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. General Plan Review 1. Garbage and recyclable deposit areas and collection points shall be easily and safely accessible to hauling trucks. 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. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first$100,000 of the estimated construction costs; 4% of anything over$100,000, but less than $200,000, and 3% of anything over$200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. 4. See Drafting Standards, which are required. Plan Review—Water 1. The site is located in Aquifer Protection Zone 2. 2. The project site is located in the 435 Pressure Zone. 3. There is an existing 10"watermain in NE 4th Street. erc report.doc City of Renton P/B/PW Department Administrative Site Plan Approval&En mental Review Committee Staff Reports RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER L UA-00-172,SA-A,ECF January 23,2001 Page 7 of 8 4. There is an existing 10"wa ermain in Jefferson Ave NE. 5. A watermain extension may be required to be installed for this project. 6. The preliminary fire flow for this project is 3,250 GPM. 7. As per RMC, when the required fire flow is over 2,500 GPM, the fire hydrants shall be serviced by a main which loops around the building or complex of buildings and reconnect back into a distribution supply. Hence, a watermain extension may be required to meet the above requirement. 8. Any new construction musthave a fire hydrant capable of delivering a minimum of 1,000 GPM and shall be located within 150 feet of the structure. This distance is measured along the travel route. Additional fire hydrants may be required to be installed for future development proposals for this site to meet City code. 9. The existing water service lines and/or meters may need to be relocated and/or upsized to comply with current City of Renton code. Plan Review-Sanitary Sewe 1. This project is located in Aquifer Protection Zone 2. 2. There is an existing 8" sanitary sewer main in NE 4th Street. 3. There is an existing 8" sanitary sewer main in Monroe Ave NE 4. There is an existing 8" saritary sewer main on the RTC campus site. 5. The project needs to mak� sure that all of the buildings are served and that the existing main is properly abandoned. 6. The conceptual utility plan needs to be modified to show a new line to be installed from the existing MH in the south parking lot to the northwest. The conceptual utility plan also needs to be modified to show that the line from the above;referenced MH in the parking lot to the northwest (under the new building) is to be abandoned. Hence;the conceptual utility plan as shown is not approved. 7. Any use in the building(s) subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as d termined at the time of plan review. 8. This site is subject to the East Renton Interceptor Special Assessment District (SAD) sewer fees. This fee is $0.069, plus interest, Per square foot of the parcel being developed and is collected at the time a construction permit is issued. Plan Review—Street Improvements 1. Street lights per City of Renton standards are required to be installed for this project. Plan Review— Stormwater System i 1. There are existing storm drainage facilities in NE 4th Street. 2. The Surface Water SDC f 4s of$0.183 (but not less than $525) per square foot of new impervious area may be required if not previously paid. Building Construction 1. Applicant must comply with all 1997 Uniform Codes and the 1999 NEC. Fire Prevention 1. Separate plans and permits;are required for the installation of the fire alarm and sprinkler systems. 2. Fire Department access roadways are required to within 150 feet of all portion of the building exterior. Roadways are a minimum 20 feet in width with a turning radius of 45 feet outside and 25 feet inside. erc report.doc City of Renton P/B/PW Department Administrative Site Plan Approval r ironmental Review Committee Staff Reports RENTON TECHNICAL COLLEGE TECHNOLOGY RESOURCE CENTER L UA-00-172,SA A,'ECF January 23,2001 Page 8 of 8 3. Fire department dead-end access roadways over 150 feet in length are required to have an approved turnaround. 4. Applicant must supply a list of flammable, combustible liquids, and any hazardous chemicals to be used on or stored on the site. Planning 1. The site is zoned Light Industrial (IL)with a Public Suffix ('P') designation. 2. The site is designated Center Institution (CI) on the Comprehensive Plan. 3. The building height, as proposed, would be below the maximum in the zone of 50 feet and, therefore, would not require increased height allowances as permitted for 'P' properties. 4. The proposed project would meet setback requirements that are based on its adjacency to a residential zone. 5. All portions of the property not covered by buildings, parking, walkways and other paved areas must be landscaped following construction (existing landscaping may remain where possible). 6. Garbage pick up and recycle areas are shown as being screened from view in accordance with RMC requirements. D. COMMENTS OF REVIEWING DEPARTMENTS XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM February 12, 2001. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. erc report.doc ' . .g,..w..k • !IiiiI,Li-"•, , ,zi'lvic.,-- -1,-.•; ':-;ii:'..„'•••••':1 b-=' •f•.,Y--..?-i--7,,',;-c...tTuF:r ---i'-i '7,,,'•••IT•'III .I -...r----- •'• '1:r/G. 1•1F3, n\ `ot..t.P'.`....4,.; P!' - -'- 1 "- ---• 9-.__EL-i. -,..,.• . -ios-,71,,:g.:,11..., . ,..,,... it.,:ii• i , ..• .. .1.,,....''....0.,.',,v,..! ID,...._ •r, \ . • >i• .1,1: .°'•- ' . • • - s M STEMPER 1 ..;;;T,'..''.,,••'.•'at'•• .''. -:.D it,ga'ii- -71'.. n':': .0...': rLs..0 ;1 1-L:!: • :,-.. Ia.$tal IR ..?4!.,6, ;,)„';•....:.• . . ,.ighionds ,,,...,,. ..„,, .3,-....,.. 4,....„.,.., • ,z .„ •.,... ._ , .. ..,,, , .,. .. m , _.. 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' , * . .1; 1 • lqi IL': - ' iz 11 • - , 1 ( 11 ___ • ••. ii, --- -- -------- ( --e -,s1:7'-'1;:---5.-ii-,i' ..--3-7 GM '•-•1'....4 ' ' .; ' -ST1A- EET. - --- ---- ------------f- • - • .G ......- 0,,,,,-.-.:- - •• .. •; ::•• .,_, . - '''{--'•.°"---- -. 0---- . CA/j/ - .----- L29,_--- . / ; CA ri • CA A F GA E20 - • :..?:• ,.,,, -L_ • - ca• ,,_ •Si‘ 1 RM-1 . • - .. . • 4,--- • ,, WM/r• '>-- .• SI rr.•'''. • I 4/ Irl! C/ ,./•'' . , r9./-;•" •Z• •I ,_.,-"••-'.-i:::.•..;:"....1:2•••<:.! : • , o0C) I. I /'..".••••::• ,..!•':•.%->" , B E ••11 H •'..r---'7. NEIGHBORHOOD 4 . MAP . .--<------,.;::: •• ..- i • --.. -• . ,., ,.., 6?-1.'" • TECHNOLOGY ;-:,--.-- • • • •• r* • .. RESOURCE. • n CENTER • NEIGHBORHOOD MAP 4 I, PROPOSED NEW BUILDING AT THE NORTH 1"=200'-0" 200 A0.1 RENTON TECHNICAL COLLEGE 0 . • SMSA9955 . • • • • CAMPUS LEGEND • 4� -F^ 0 PROPOSED NEW UBRARY 111 • I ---�� 'p =R(1 S.M.STEMPER I v O 0 EXISTING BUILDING • I' �Q N. ARCHITECTS n' a' •: . p SRE WORK(SEE SITE PU1t) = :i�o•:(. - j H NO,PROPOSED NEW PARKG STALLS b •" ^ i%?iye' • • » NO.OF EXISTING PARK•G STALLS • f; I 7i '+%f,\ \\ LOT COVERAGE W I v�T ' \ f^ EXISTING CAMPUS W?m ;• 1 4'A KI RIICLAN D AVEN U E NE---- ---- \_—__...._._--- ._1\_ (SITEAPPROXTOTALI 1,351,500SOR r/ ,, '/ I �S 1 L j(, EXISTING /r�/� .... ) �I—, (P:. ( r ° K4 I %. • 11\ BUILD'GS APPROXQ iv+u J ��Tp °v+: TOTALL) 334,200 SO FT2D�i I A +��` �li a PROPOSEDNEW aK�►? acei r o, I oar oo t BUILYG FOOTPRINT 27,000 SO FT Q E o° •j .— I y 0 8° I K2 .��. PROPOSED TOTAL P- I �mr II �® fI ,aamril ° I `o ff I 51 m :o of °m q BUILD'GFOOTPRINT 1-- i IIIIIIIIIr1111111TRItIllIII0 ` _ ooa. o ` ego moor J _ ______ +' °- ° o W n (CAMPUS BUILD GS 8 In q Z')� v: 1-.0 °` o�_---- 1 % •' NEW BUILYGAPPROX 361.200SOFT r' , I I ❑ IIIIIIIIIW • Tlllej\ _o. TIIITu1L.i111 • Ind Q) f.J !Him-UITlt w •% j TOTAL) w w 2 P '\GITiI i138,7.6 llin9 o[ftw lllllll �g �� 1 w 11: ; I11}I}}H111 ' I . _,J;Iffff �• `v11 1111U wininll• i TTTITII UTTTTlinT1 r ALLOWABLE LOT 'I r I I I I I 11111[11.111 / COVERAGE 65% J 0 '= 1 'l i�. -. Iin;IfL111llW1u y nlyb,,; • o_s._.. -rm.-unuuud __.a. a'o°_ �, ,, Ir ml D CI:m III IIl' I�111, 2 PO IWIlluunfiniur ( I . W PROPOSEDIOT 3 27 • F. 0 . .-. --.---._. . .....__.. -.... MON RO E AVENUE NE--, , COVERAGE 1,351,500 ' Z z Z 25%IS LESS THAN 65%(ALLOWED . Illo U O CAMPUS PLAN o ,00 PERCENTAGE)THEREFORE'Or LL Z +•'+� PARKING ANALYSIS . . ct 1- NORTH 1"=100'-0 z • • CODE REQUIRED PARKING NEEDS 0 cc, ' FOR CURRENT: RATIO REO•D cc . fw-- REQD BY PARKG > ' CARS CODE SPACES 0 . .co EMPLOYEES 175 1:1 175 0 • FULL.TIME J DAY STUDENTS 1950 1:5 390 2 EISTG TOTAL NEi U • 1` • .PARKG REQD BY PARKG FW- SPACES CODE INCREASE • ' 827 565 2 TOTAL k 620 STALLS IS GREATER THAN 565 ++�' (READ)THEREFORE"Or uu� OM oce,,,m NOTES: °"'® w R 1.EXPECT4%GROWTH PER YEAR ' °Dr` "A ?I • 2.NEW BUIUYG IS NOT GENERATING CAMPUS MAP • SIGNIFICANT PROGRAM AREA. • 31 TECHNOLOGY PRIMARILY ULD'a E.0 SERVICE • yz RESOURCE. Lam) CENTER • PROPOSED NEW BUILDING AT THE • - AO 2 RENTON TECHNICAL COLLEGE •.' sMSAgiss • • • ij GRAPHIC LEGEND:SITE PLAN /N" •_y 9�_•.. -. .• •_'I_ _. ._.. + G `� ® RAM 1•IO[RN LK • v -- ... _ •�/• •� V•l X�'•/(� % I'i - ' rEI DIaNIEONEOT ,:� --_:�- .---.. 0 PV- -!':..y2 , I -• ... [TEND WolG.NE ONINSIOCE --� D•IDE�ro if" x K KHAN ;iy:I =•' `r I 1mita:e ./aoNtwoor —N WOOD WOO — {R i .;�-1:�• .. i•. _ COOTACMI NO • ••.. - r. r 1 ENNUI ANNA, TO DINFRAORT • O WIN/MI LT CONINE1aAXE •ar„Q,•. . _ w` ' •• . I a�,,,,e • IrDNelu �.'• _ -��_ I / BUILDING'P IrooEi.•,eeo MNrINYErDI / •.. • •.EgenO LYItALT ro .• :. 'y -• / ; PARKING ..........fZIB•.5 NU ME • •. 1 f-• - ••�• I AREA • WTeRLK ' • :�ii « lY: MRALAE •.•- --- .OIRLK ,.., E•rt�;•t.yt/ •i•�.R'`15/, : ,• evaTw WON uas+[rw MM.! • f" ,•_i:lia.'./•`l?, i%,_:6.-r: "�• - - -• / :4,114,E l i/(i i€+lpu :•/• BUILDING"D" c= __ G I i o NIEunuw`Tor MOOD POEM l '... . llll�Jb '•/ VOCESua°N° fin .< :.sy:..:'t:........ -_.,...._._._ ... .-. ----' TONING® WTWeLw u!lNANw rnDl / • ." .. •'.'' -a': 7^4-'a<•.•• fi3!'� NerrLur„a • N,P- f +',� ; s V • .Y ... • GENERAL NOTES:SITE PLAN , ,de-_,,,,_.-, .':':'.,�,.:;.:�:.:.'.:':'�':.::.'.:::'.:'.::'::.. .« • NI CON NUN NNW•.C.TOR NINON AMNON ONO NO LOT CO,flUGI. t4 , rI• ::: •. - ••• aW O tEReITD MR AR.ET,CN Rw�LL[_mrw MrCroa-ewe. 1i �(- p9' - - ��, . ?• 'f '• !d+.... . ::. .•:'> C MC CAM*ENT MAN MI MR SOWN(COME.LOT COMRADE NO PANOO •a �' „•, IN �i - _ • •. • ', 4:—�___�-` " .MALT![ ,Q � E•eryV` ,�•i@!►'�'/`',�i � '' ' �r.: •Z... -•I O I - --• KEY NOTES:SITE ' �' — — — — —`---� PLAN �` p^F+���.,` , / ,� ..... •:;F. • ... . CENTR•L.eooma R•2•T RYITNt fMe OVA•LODLCOSJ ���"L �f�,l• •,r yry«.,NN I,IELw,DNN O � L�� %Jj�,• ••• LOAD.,ON1E•Y••D tEerRrE MONO rzNRAL.�woD NRL ale•D TO ON - ALLOWABLE NOONT•AON CPNNSO ,: �w`j � ' BUILDING 4R•®.reQNORIN bne%L MM NO MANNA TO GI NYIIUmreeE �•f PnONefDKIGM•aOVEfMDE:.r , •:::::•:•:-•9••:: •::: • ON T LYDlrJ.!IQI..NDO L.YMI ,: �,� 4111,1%.,..."*., e . .• •: •• •C" NII WNW MANNNy ALE•r0ae%1@OmIRll OaelW tlJN.ORIO MLA r ' r./.[{[VAST 00 ]E,• '��.� >' EI40l W101q I�ea CM1NOW SNM2RITC DOOM, MTWORT WT3 MTNPrRu➢.nII ( 7 OU ITT OVIIIRNN OIT10 NOL fE TEMS,NST ROOTS A\, h' g rr..........p,1N Er SECOND•EDGE O NE ra•nEN men lOweea rrT Roa R•N ;� A •SAES TOTAL V ,J r� ,g.;;: '.a "'e.. BUILDING'A' ©WALL NM(IN LOC LADICOS DNEN rO IBUN ALPO A]TONOI•t K: vlJ ` • - • �f cowrNucnca TYPE:•r•1E1w i• ' O ' ��/ � _.Fj dd .. rJE�D1i0(31I Iwro lPNwaella eoearmmr uw %%%GONVNLICNCNTf{(�, '.'�:L'• OCG•eEDNIKCM1I! von rTlnoetDeWaTn TON•OL•QO.10 Mai - :���.':i 000WNC: ",4', _3 .... - • .,• , 1mIDa[WINO NN LON RCN•DDI ItlVCm-RD- GNU • /`,(•/()•• / • ::M iutu '�F K' f. rIk memo DAUB ILAOLCCANOI•!MONO Tc•lRLEIDOGIAO[ouzo • �T.y $; �/�p, • WTEII LIE MONIED NCI DAM V TO N`M! ONA 1 •� I /.1•l' 'I�'/-, .r •• •-. . •r•• OWRNI0*0 04lllC lraEI LOUIKNIN.1p"•RR TOIa1R11E0110[C V • /,i. �. I ... -• •ADIRcrwa ADLw R.WIL �'' ! .I ti $ Ia11�• r4DC.YRRM KQN N011NIINCT EWAN At A9•EA1GI MOM NC.rl1 • r •,• 1• 11.Cbr . 6!u?. 11 LOO•TOO TY NOV COCTE0EONOANNOerYITOCONILITOT E0 Z. Q Ltd �:! c • OALTm•.Im omrlD eDRuuTc k ~ 1. �. 4 try , • I . ®.•NpWULPQMfTQYDOIT/OEM AO IVNIECT MIEM AT IERPETDI • �'A d ._ `, r . TL r //�(5t 'r� lErnxAL.rRNDra.ENeNaeNuefTNTkI•IY•I .. ' I'7.O • ,:y-;�t�,Rv[• .. / ctN.7.S jr N. RON MACE STCRINr*IIOI VOLT rea CNN( / ' " ,:yY A'�i % BUILDING"B" _ - ®reQ�ONATX•NYIAOr O"'DlCIWOII.WOO NM eulD•DVroNMlADML / _� - ;/'` • 1.EllVNECK vfaW lirAMltE11MMO I I i'r I• �( `.'/ rr.ELEMAI.tl(X F1r1•ANCF) , �tCq[6OMS VOL @1NA ErNi WLr CALL I FANO•WORT°DAMS • A ,:• •> `;40;:,.-- rt-:,-•-•I �E.�.M.EEmaALE.N.D.•� WLLALOD.nN,R,PN.D�.. A� ,'�$,� CHNOLO ���;�'',, • . r1..eme.TON...moo mea SKIM _ [INELTNED RORYA DT L••DICO1 CUM TO tOLK 'I'�i it)VOW MONEWEN Na ONLY ' RF•..•SOURC' • • ' •e1 MAN(NO!YOKEC LICIEN POW.IV(NNW ONO N TN KA • .1'Y • r,' ;!., A ..j . •` ®NENTT YEN RE LAM IE•OWN.rOEDT OM rusnr4NE N•T NICE EAMES r CENTE'yl '?'• • / \ ,• TOOT-TINT TOD1 MOO,On.RADII v,•• j�'4."•N-. �• ,iNNe•�rt.uE•Nv1NNW tTNUY MlIALT.aNfONro[IMTNE MwNLr :t:'.r�4" �, � ,#$4*�9 �� I,/R�(�,� •Na LNLgNT aIOTD E•D LYDKO[ALTMANOO TO COMM.AIOO . .cq V' . ' I I 1 'i'T'•A,lna M)R INrMD.•N[I rO1WMN10!WC•r[D IRu • II f (' / � • I. .. • - IlIrif ' l i . _ • ....• ., TECHNOLOGY —'_' =iL;� . • � .,� .L.., "1 RESOURCE L A .E DN0 ..TALL..[ .w;,_ _ CENTER • ® I - :' I.. . Vb - --_•+ -� ,•_._, SITE PLAN PROPOSED NEW BUILDING AT THE .. - - • • • - - •• -- -- ----- --�•�____- RENTON TECHNICAL COLLEGE - ' _.i• �' T1`.;,L ,.. .., .• EMERGENCY -. _ +-u--- N -.: •. •' .-. `•_ � '.ACCESS• _ r: Lt. ARCHITECTURAL SITE PLAN ,�_. . b . �. r•.IDr . _ . .a.'- NE l4TH STREET ; _ ..._--.- — ' • _-L.Li ,... ___—._._.—._.._._.—._._.--PROPERTY LINE_.—. I A1.0 • • • . S.M.STESIPF.R ARCHITECTS • • • • V ..• O.O.I=131 a IT T.,---•. — .d—.1— I-aF,= - -- - - I r II OD OD JL1013 • T Dic ecAr ® • ' o mo-us LED au, �T.• T. ® C., • Ra•IIa LLI CM .. i: • i. XR F,M. FF"."41 • 0 m '" J O 1 _ , • cEna • • r ••iI•i- •IrlruT u — — niz.• dR i....'•• O O W • GRAPHIC LEGEND:FIRST FLOOR PLAN KEYNOTES:FIRST FLOOR PLAN. s a D a O E'r s1 — ._....__ . .. CE^R!SSED SLAB,RAISED ROOK' I RAISED FLOOR AREA IDE�SSED SLAB! Ilmt f '" Q. LO-EKED SLAB O FOR CORMNICATION AND DATA W RNG. - IFv_-.._ _.. .... .. _.._.. 0 3' drubs EN•I^ABOVE O LOUER SLA.E AREA SLOWI URATCMED. 0 L L W CC. ,.. APFROLEVELLT 30•LOUER THAN MIN OWL.•0 Os'•-BELOW FLOOR LEKL. n O CORRIDOR CONCCW Di SE,I.hO FIRE RAID }E F'lED I B:�-N CA$Eu C WALL dNO CELLMG WTM STOREFRLMT GLAZING I e.._.e_ 0 • EXTERIOR RECITES AT LEST WALL 0 CODE COMM-1MT FOR LUCIA CORRIDOROR CO'•vfiR STAT'CN AND L.'TITED TO 0L OP WALL AREA.DOORS N JO dRE CODE COIaL,ANT FDR IAA,. CORRIDOR • O I.uCUR FIRE RATED DOORMANTIC ClON . RE. I • I"DvdDL!FIRV'SLINW I MOLDERS.HALL AREA IS AUTOMATICALLY 0 O STRUCTURAL rally ISOLATED FROM I-LOUR CORRIDOR Ili - .11). SW AND EEATI@R SCREENS ABOVE WALL SECTIO: O F • LECTURE MALL WTM TIERED SEDTIOLS O Bytl F• I `1 O FIXED EEATEC SEE dUDIOVISWL DRAUEC.5 FOR FVORMATNN SBIITLINES.WALL AND C (., EU'LC'6 SECTION CEILTVG SURFACES ARE TREATED W'M ` ACOUSTICAL RI MATERIALS AND ND I O EXIE ICR PAVV•IENT IS bLOIN FOR J L T'A EV T,C0.0710.TIN T SEATLERFCR SCREENS ABOVE •• pS' G�'°a R /1 SECOND FLOOR EGRESS STAIR.REFER TO J�\,LS` J,/ CP 0/�REFER TO ENLAOED TOILET ROOT FLANS Q• LJ AND TYOCAL ELEVATIONS oN SLEET aA OtQ• FOR NOTES AND DVTENSIGW. • N 4621, . w•sa • pR • A PEES.. ..wm_ IL A, 4 FIRST• • I ana•-.a•: FLOOR FIRST FLOOR PLAN PLAN I Yri••P.O. NORD. •A2.1 I • • S955, ' . . . . . • . . . • . : • I ' . .• . . • . S.N.STESIIT.1)': • • • ARCH ITeCTS .................. ^:?.....n."--...”-- , . .• Sr., F „T•r...=:,• . .;• .:I (•.1 . . '•1 . . •• .• 'n 1,.): ... .. Oa. F 1..." ; RH, , ; ' xr.r , or•r • 2••••• • lo••• ,; 1,-.•• • Y./ WAIF ;r-r;, ' I • -.;, fa • ,, • . • • °L. • . E> . . ' . ' • ,-....E.- • \ . cr:;•• .- I . '::3 -.00. ,..., MN ....... 'LOOLIA II KA. !:i L=I ..I. • '47. "'-'12::. ' gIt :ag•.I••4.' 'garl ' flf: ; .. .\• •• —th 4.... 7'1-triVii"-C, . \r .101" •Ra•• • - --....)._ __—.L . •• - ....,.., --___—,_____ . __ • 031_= e- er—;—•. -----------------_.09) . . LID ‘,....,•1•1 s • r . r r . • - II • ILA 'I II ... I: il I I . um.. I 8 • 7at"01.11;r• ///'>-•—•••/ . 0. ' ...I ! : •• t' • 0...,/1/4.., iigti '•••••••f; 11 TWO4S1.2 ll ZAEL”.II ••. it •e•Hisce r 'IV: I 1 ....4..t , .4__a_ .a.-- • • . • w •elif- t ii 11 •1..,:,—.,....,114.—ii ii . .. . i . 1,.. . i "re', . ev. ,.. • E II - Ell : . L t, ii. . _ _r 1 — — i r*Ta ....• NIS fi...„,roi 0 1 -• .., put..., _ — ,. . . -.ST.VI bun 1 i. C01/ 09/ CMO Lip . ifi II Ti. a; -- :.--••• ---. : 1/4...-- e21 0.(o. Lu li ..... .• . .. _. . . •Ea -. - : • , . 0 _ , . ... . Ed 0 7. `,2 g •:2 .--: • 0'-i. .• 65 0' . ........ .., ..• • , :. • L L -,-.-1-.- . _i :...: . • I. • • . : . , . .....-•., t s.. . . GRAPHIC LEGEND:SECOND FLOOR PLAN KEYNOTES:SECOND FLOOR PLAN . • • i 0 • . !________, Arno ARE•ABOvE 0 KM LCEST ROM*L•WIRAIDECAESS PAWL . I— ' L , v, , . .. 0 to, , co I I VWED lrtiA.004 SEE 9111.1 Emcee 0 tArOCAL ARC 151.2.547?1 c.v.WE AMC n..04 Kr • . 5. - CC = ••:- eaLDP.Kr E•Orry ApOYE E 0 , MM.VW,LOW 6LXIS PE•WIR VALLI . • ISLA.Dr.,4 NT mew 0 • ® va 0 l.=CLUE ameeti!trusx reAore.lax -J .•, . ..SOP•SCHLT.N CASEWORK 0 • . • . 0=atm rieuvoole.nrcja.- - -Z 2 • .42,,APLE Rna.DS•ONGS 0 LeRAR,f6OLC,01.65Trunaocwwqm,,,,,,, S”S.ICO.PRAL COW.I . S W . . 0 0 ClCr PAM WM,RO,10.71.MIC.In MAW& 1- WALL SECTICR • . 0 MEOW 04 %..4 FODOR!/42 0'n.". . . • .VI lq WILING SEC,ON • • . • 6. . j .. .. . . ' . •I• \O'''' . • . . • V•••,si•- . • ' . gari,• . . .. • • . .,a0 • . re.1... - ••= ' - i • • .• • • . . bin, MT I AM__ . 04C•rif elk . . • a a es • ' SECOND N .- 1,. ...r- . ,........,_._.....j / • . . • . I FLOOR PLAN• SECOND FLOOR PLAN. •.• • vsr-re • NORTH • •• •. . . • • .- • . ' A2.2 . .• . . SMSASS55 • • • . . • .' • • . • • F ("' ( (�> KEY NOTES ELEVATIONS: 1„ ( ) ..� lit (L) r ® L) (_i I.) r O 0 0 t ' J y GUM VSR11. • +ia♦-.' .s11...� ,,...,. COVERED ENTRY. O VAN •Sp• S.M.STEMPER MO .TA�. ..TTA..TT�.!.�.�.LTA�.TT�.!.TA�Ei.At 'r 4 O PCORNER MEOWavERToOTWARYrvEw ARCHITECTS -- • O Al1TA16P1AYWAlL ^••'' _ ._ --•--- ----- Wm. � O' rUOIECMRE Hal MAC WMAL ��'4• 1iJ111111.1.111111�1- 1111•111111111111�1y 1111��1�11�mimms"... UI �I��� p i« FOR,� PER,,, E J �% o o ... �, O AUAE61R1'MANCETOCON000RSEr o :MCUA VIEW WIRCOW. O HASTHpEVATIDN CAMPUS ELEVATION. 0&"""�' SRSTFI ODDNDafrseroPNsrRoaaa(iSsRoous& DROCAAVAREl7 NSLWTEDGU>7X,, . STOREFRONT Mt FACNGCOURIYARD. :.' i 1...) 14> 1° O AIUTAFRAUR NSIMTEOMlRfGlAZAG AND •i[' 6.1 (J - ..r 1.1 r 1.1 (:, • I v (1:I 1.1 I.jt (-1 INSTALLATIO MIES N C01 RACCTOM. 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X4...t4 ,,s .,; , ',;e: ,l,L.... 5 , ,, :'9.•.:.„T•2,31s1,i,It5E':W:!•1/2 • • ,... .• -,:,, 4t.'...4,.trfe:. .'-!-'.1,..'1 4:..400gork-,.:, :h;:.',.::11.!.:-.".e...:t..,cietai.sg,.°YV. . ,'..i,. ...- is-_, , 1...+-2_ 1-7,- 1./7 .:'..• j'::.:::.'7•?;•:::t.'i.',;":. :.:4'•':kg,:nnintilM):4,•;:4;,196 .4::'''';‘;'.: :::', .•%4•:."4,,T.rt:?;ti:' S' .•1:.:. .: • City of 1�:aon Department of Planning/Building/Publrti irvorks - - ENVIRONMENTAL & bIEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 1 o i(t COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-172,SA-A,.ECF DATE CIRCULATED: DECEMBER 28,2000 APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELIZABETH HIGGINS II PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER WORK ORDER NO: 78776 . LOCATION: 3000 NE 4th Street SITE AREA: 31 acres 1 I BUILDING AREA(gross): 4-7,000 sq.ft. SUMMARY OF PROPOSAL: The applica �t,has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus The two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be required. - A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More -- Environment Minor Major J 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 I Transportation ✓ Environmental Health Public Services -— Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 24 eFs aai _ { • • . B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to_those areas in which we have expertise and have identified areas of probable impact or areas where additio al information is needed,to properly assess this proposal. e- - ".. I' /-2�-O/ Signature of Director or Afh> ized Representative Date devapp I Rev.10/93 aiiik City of glee lion Department of Planning/Building/Public orres ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET ;_ REVIEWING DEPARTMENT: 5 jAe_� 1 COMMENTS DUE: JANUARY 11, 2001 1 1 per`. - Lii APPLICATION NO: LUA-00-172,SA-A,.ECF DATE CIRCULATED: DECEMBER 28,2000 - z 0 II ft,k c ,a APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELIZABETH HIGGINS c.. ; PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER WORK ORDER NO: 78776 o,, ` tk. U) LOCATION: 3000 NE 4th Street J t2° 0 'a ' SITE AREA: 31 acres BUILDING AREA(gross): 4-7,000 sq.ft. , — n2.1 , v SUMMARY OF PROPOSAL: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus. The two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be required. I A. ENVIRONMENTAL IMPACT(e.g.NoInI Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More - Environment Minor Majorl Information Environment Minor Major Information — Impacts Impacts Necessary Impacts Impacts Necessary Earth I Housing Air Aesthetics ..— Water Light/Glare -- Plants I Recreation .— Land/Shoreline Use i Utilities Animals ' Transportation ._ Environmental Health I Public Services - Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet . cli2L i - 7 I O47_ II B. POLICY-RELATED COMMENTS . /-ZO (z7,170-e(--04---b ev*_ _ __ . . . . . , . . . . ._ ._ ._ C. CODE-RELATED COMMENTS avv6e_ cm_ fapc .(72/iiiial-6/J- /61 /A Q. 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 np ed to properly assess this proposal. A t / l 4, Oh/ Si•r tur- Ir�rorAuth• i.-d -eprese t D devapp 1Rev.10/93 1, iV 1 City of?suntan Department of Planning/Building/Pubb; vvbrks ..,- ENVIRONMENTAL & DEVELOPMENT .APPLICATION REVIEW SHEET .._ REVIEWING DEPARTMENT:t W Vlow t L DeiJ )pil OMMENTS DUE: JANUARY 11, 2001 • APPLICATION NO: LUA-00-172,SA-A,.ECF DATE CIRCULATED: DECEMBER 28,2000 APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELIZABETH HIGGINS PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER WORK ORDER NO: 78776 LOCATION: 3000 NE 4th Street SITE AREA: 31 acres I I BUILDING AREA(gross): 4-7,000 sq.ft. SUMMARY OF PROPOSAL: The applicant has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus.,The two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be required. 11 A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More - Environment Minor Majors Information Environment Minor Major Information Impacts Imp?cts 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 i•h, Pau �� 1. s uLr' • < ., Rya- S 12.-Lr2� rv\nf4 rf 07 C : I'�C-- 7/-�-n sTssvfz-N s of u v i (p 1 t ) ,s 0 ciu LO i3 C 722..7g"O- v sdhvel C. CODE-RELATED COMMENTS We hay hisppplication with particular attention to those areas in which we have expertise and have identified areas of probable impact or are here additio niorm ion is needed to properly assess this proposal. /9/0/ Signs ure f irector Authorized Represen 'five Date devapp Rev.10/93 CitY of Department of Planning/Building/Public oS • — ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: �j r� �riJPlJfA11.OV1 COMMENTS DUE: JANI 'L11[1,((-_�7UII(11 ``'I I� 28,2 O0LE Ii U LE APPLICATION NO: LUA-00-172,SA-A,.ECF DATE CIRCULATED: DEC MB APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELI2A .TrH HIGGINS PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER . WORK ORDER NO: 78776 . DEC 2 9 2000 ( a • LOCATION: 3000 NE 4th Street . • • . � � CITY OF RENTON SITE AREA: 31 acres i I BUILDING AREA(gross): 4-7,000 sq.f1FIRE DEP�RTA9ENT SUMMARY OF PROPOSAL: The applica t has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus IThe two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be required. • A. ENVIRONMENTAL IMPACT(eg.Nlon-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 • P 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 1 Airport Environment 10,000 Feet • �( ' . 14,000 Feet Nd Mr- JU�ra� j.,.�lac,/5 �d • it V V B. POLICY-RELATED COMMENTS Am C. CODE-RELATED COMMENTS j e � / . We have revie ed this applicati with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a itional informat is needed to properly assess this proposal. I ye, v Sign ture tractor or Auth ' ed R esehtative Date devap I Rev.10/93 S. • 11100 TY �. O ® CITY OF RENTON �, N�o I FIRE PREVENTION BUREAU MEMORANDUM DATE: December 29, 2000 TO: Elizabeth Higgins, Senior Planner FROM: Jim Gray, Assistant Fire Marsha I SUBJECT: RTC Technical Resource Center, 3000 NE 4th. St. MITIGATION ITEMS; 1. A fire mitigation fee of$24,347.44 is required based on $.52 per square foot of the blinding total square footage. . FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 3250 GPM, one hydrant is required within r(Bi,9,t Vc V 150 feet of the structure and Three additional hydrants are required within 300 feet of the j structure. 2. Separate plans and permits are required for the installation of the fire alarm and sprinkler systems. 3. Fire Department access roadways are required to within 150 feet of all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius'of 45 foot outside and 25 foot inside. 4. Fire department dead-end access roadways over 150 feet in length are ✓ required to have an approved turnaround. 5. Provide a list of thel flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. V -- 1 City of Renion Department of Planning/Building/Public vvorks -ENVIRONMENTAL & DEVELOPMENT_APPLICATION REVIEW SHEET • ..... REVIEWING DEPARTMENT: C V151VlAL tin S elk)l(O COMMENTS DUE: JANUARY 11, 2001 I • APPLICATION NO: LUA-00-172,SA-A,.E?F DATE CIRCULATED: DECEMBER 28,2000 APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELIZABETH HIGGINS vti-O® Cr,i,P�1� PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER WORK ORDER NO: 78776 rNNIN( • I ®kC LOCATION: 3000 NE 4th Street I 4 9 2000 • • SITE AREA: 31 acres I I BUILDING AREA(gross): 4-7,000 sq.ft. PIECE/ p o SUMMARY OF PROPOSAL: The applicarlt,has requested an Administrative Site Plan Review for a new building to be constructed on the Renton Technical College Campus.) The two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be required. A. ENVIRONMENTAL IMPACT(e.g.Noii-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 — r• C. CODE-RELATED COMMENTS We have reviewed this application with particular)II attention to those areas in which we have expertise and have identified areas of probable impact or areas wher dditional information is needed to p,oberly assess this proposal. ,...,,./ 1 ddld/i Si ature of Dire / or Auto d Representative Date devapp 1 Rev.10/93 L 9/ CITY OF RENTON Panning/Building/Public Works MEMORANDUM DATE: January 16, 2001 TO: Arneta FROM: Elizabeth, x7382 COPY: File SUBJECT: RTC Technical Resource Center, LUA00-172, ERC, SA-A Thank you for your comments on the above-referenced project. Please review the following and respond as soon as possible. The geotechnical report states that a parking lot north of Building 'A' is gravel. This is an existing lot, but the parking will be used to meet parking requirements for this project. Does this parling area need to be paved? The transportation comments state that Traffic Mitigation Fees of$75 per trip will be assessed. What is theeIstimated number of trips and fee for this proposed project? Note: The applicant apparently intends to use 100% infiltration for the stormwater on the project, which seems to conflict with site conditions information provided in the geotechnical report. Thank you again. pinrevmemo.rtfl CITY OF RENTON MEMORANDUM DATE: J nuary 9, 2001 TO: Elizabeth Higgins 764 FROM: Arneta Henninger X7298 SUBJECT: RTC TECHNICAL RESOURCE CENTER 3000 NE 4TH ST APPLICATION LUA 00-172 SA I have reviewed the application for this site plan review for a new building to be constructed on the Renton Technical College campus and have the following comments. WATER: • The site is located in the Aquifer Protection Zone 2. "J • The project site is located in the 435 Pressure Zone. • There is an existing 10" watermain in NE 4th St. • There is an existing 10" watermain in Jefferson Av NE. v • A watermain extension may be required to be installed for this project. • Per the City of Renton (Fire Marshall the preliminary fire flow for this project is 3250 GPM. • Per the City of Renton code states that when the required fire flow is over 2,500 GPM, the fire hydrants shall ibe serviced by a main which loops around the building or complex of building an reconnect back into a distribution supply. Hence, a watermain extension may be required to meet the above requirement. • Any new construction must have a fire hydrant capable of delivering a minimum of 1,7 1,000 GPM and shall be located within 150 feet of the structure. This distance is measured along the travel route. Additional fire.hydrants may be required to be installed for future development proposals for this site to meet City code. • The existing water service lines and/or meters may need to be relocated and/or upsized to comply with current City of Renton code. RTC O.R- LUA 00 172 eel January 11, 2001 Page 2 SANITARY SEWER: • This project is located in tie Aquifer Protection Zone 2. `'� • There is an existing 8" sanitary sewer main in NE 4th St. v • There is an existing 8" sanitary sewer main in Monroe Av NE. Le"'" Pel • There is an existing 8" sanitary sewer main on the RTC campus site. • The project needs to mak sure that all of the buildings are served and that the existing main is properly abandoned. • The conceptual utility plan needs to be modified to show a new line to be installed from the existing MH in the south parking lot to the northwest. The conceptual utility plan also needs to be modified'to show that the line from the above referenced MH in the parking lot to the northwest (under the new building) is to be abandoned. Hence the conceptual utility plan as shown is not approved. • Any use in the building( )I subject to oils or grease shall require the installation of a ly/ grease interceptor or oil/water separator as determined at the time of plan review. • • This site is subject to the East Renton Interceptor Special Assessment District `,,,/ (SAD) sewer fees. This fee is $0.069 plus interest per square foot of the parcel being developed and is collected at the time a construction permit is issued. STREET IMPROVEMENTS: • Street improvements are not required to be installed for this project since all are CO existing. • Street lights per City, of Renton standards are required to be installed for this project. • Traffic Mitigation Fee of$j5 per new trip will be required. LA,( .0 I t. ) DRAINAGE: .• There are existing storm drainage facilities in NE 4th St. • A storm drainage report was submitted with the formal application and appears to e/i`�& be in order. • A conceptual storm drain ge plan was submitted and is generally approved. RTC w LUA 00-172 January 11, 2001 _ Page 3 • The Surface Water SDC fees of $0.183 (but not less than $525) per square foot of new impervious area may be required if not previously paid. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application mus include an itemized cost estimate for these improvements. The fee for review ah'd inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. rtcgf • • L nton De artmentof / /Public orks — City of e p PlanningBuilding ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET .._ REVIEWING DEPARTMENT: fl Reug i- WG COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-172,SA-A,.ECF , ,DATE CIRCULATED: DECEMBER 28,2000 APPLICANT: S.M.Stemper Architects(PaulIl Aiello) PROJECT MANAGER: ELIZABETH HIGGINS PROJECT TITLE: RTC TECHNICAL RESO,UIRCE.CENTER WORK ORDER NO:. 78776 . LOCATION: 3000 NE 4th Street • SITE AREA: 31 acres I BUILDING AREA(gross): 4-7,000 sq.ft. DEL®f.rrr y7 PLANNING SUMMARY OF PROPOSAL: The applicant has requested an Administrative Site Plan Review for a new building to beQc$ns�ucte on the Renton Technical College Campus. The two-story,47,000 square foot facility would be the RTC Technology Resource Center. An environmental review will be recuired. DEC 2 9 2000 A. ENVIRONMENTAL IMPACT(e.g.No?I-(Code) COMMENTS RECEIVED Element of the Probable Probable More Element of the Probable Probable More - Environment Minor Major 1 Information Environment Minor , Major Information — Impacts Impacts i Necessary Impacts Impacts • Necessary Earth Housing - Air Aesthetics Water I Light/Glare •— Plants Recreation Land/Shoreline Use Utilities Animals I Transportation '— Environmental Health Public Services .- Energy/ Historic/Cultural Natural Resources Preservation , Airport Environment 10,000 Feet 14,000 Feet • B. POLICY-RELATED COMMENTS row • C. CODE-RELATED COMMENTS ;Lee-- .„/"/"7••...e7..••'1^4L------"-- We have reviewed this application with particular attention to those areas in which we have expertise and have id ntified areas of probable impact or areas where additional information is neede t (properly assess this proposal. w;t it , _ I li 0 C Signature of Director or Authorized Represe ative Date devapp Rev.10/93 City of.Depa►tment of Planning/Building/Pubh r o .s ENVIRONMENTAL & DEVELOPMENTI APPLICATION REVIEW SHEET ._. REVIEWING DEPARTMENT: J i Waste , COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-172,SA-A,.ECF DATE CIRCULATED: DECEMBER 28,2000 APPLICANT: S.M.Stemper Architects(Paul Aiello) PROJECT MANAGER: ELIZABETH HIGGINS QCv PROJECT TITLE: RTC TECHNICAL RESOURCE CENTER WORK ORDER NO: 78776 in �,OpMcR�P LOCATION: 3000 NE 4 Street 6;�i.O�ly� SITE AREA: 31 acres I I BUILDING AREA(gross): 4-7,000 sq.ft. �C29 SUMMARY OF PROPOSAL: The applicant,has requested an Administrative Site Plan Review for a new building to bo,iliiiti, .i ted LJ on the Renton Technical College Campus. The two-story,47,000 square foot facility would be the RTC Technology Reso:" Center. An environmental review will be re uired. ��® A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS . Element of the Probable Probable More Element of the Probable Probable More — Environment Minor Major 1 Information Environment Minor Major Information --+ Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air I 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 /i/ jr/a„.cA/ Wehave reviewed this application with articular attention to those areas in which we have expertise and haveid h iti d areas of probableimpactor a pp particular p t o e s areas where additional information i need t p perly assess this proposal. Signature of Director or Authorized epresentative Date (9) p A devapp Rev.10/93 . . 1.11:11.19EVELOPMENT SERVICES DIVISION LISTIOESURROUNDINGPPROPERTWOWNER&iiii within 300 feet of the subject site • PROJECT NAME: 12--eAA15\-, Te•-likkvl c-A/I CO itee -\--- 0//114at 0 APPLICATION NO: LUA— 00 - 172 SJ Pt, 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 DEVELOPMENT PLANNING CITY OF RENTON DEC 2 2 20rj RECEIVED (Attach additional sheets, if necessary) a , • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • • • Applicant Certification I, J 1-1s1- 1- -A-Niae-e,soo , hereby certify that the above list(s) of adjacent property (Print Name) ``"",` owners and their addresses were obtained from: —�.� ‘‘�i ❑ Title Company Records �'.W•••RO� III King County Assessors Records ,� c, - Signed I.1 5 Date N a V I c20 rQ i (1B `\ _ S (Applicant) 04 II "A , II 9� ,ha%%%%%%�' 'C NOTARY 'I �WAS ATTESTED: Subscribed and sworn before me, a Notary Public, in and for he State of Was residing at GI/� � L/C)/1 on the [Si? day of /1` ��l� X-- , 20 0©. Signed otary Public) : ... :....:::::..:;;::.For::Git :of:Renton..Use Y • ............ ..<: :.. ::. :. CERTIFICATION.;: :.:;_.. .. ,,h.,. .., .:..;. . .. .... . : : • : COMM >• .Ni ::::. :;. eachaisted:property owner°n t ��t;:..� •.;.:...::>::_ .::;::>::::;� .: ..: <:.;.; ; :::: <:::::.. .:.: ...: 7: :.. • ::.::.;.:::::Date, <'esid fon r as� n W hi ATT T ::>Subscrbed andsworn;;before;;me a:Nota.ry.;p,utilie: nandfor::;;the St,..e.... .;,,,, , ,,,,,g ,..,:. . 9. a.> ;' •.• .cpt listprop.docMARILYN HEFF Rev oaioo MY APPOINTMENT EXPIRES:6-29.03 2 4ip Mir Mr "•" **•4>ihi4 i.t4****.:*ic i..-.4 0<vi4c 4,.,i li.,e..**.'1'.. 4i4.i?.?t5%. . . . 4-*`4.::*:4`:sk***-**:*•**: *:***j;};*:i4 t*•`.? 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ENT44N. WA 8O5 041800-0035-05 ACTIVE JUSTAD KARI E 739999 COMMENTS CUSTOMER NO. 671 PIERCE CT NE • • 01/411`.0.11::..WA 8O5 • • • : %% : • . % 041800-0040-08 ACTIVE DOLAN LARRY E MR 2N9999 COMMENTS CUSTOMER NO. 13525 181ST AVE SE 1ENT0N WA 041800-0045-03 ACTIVE SEYMOUR JUSTIN W+ELICIA D 779999 COMMENTS CUSTOMER NO. 667 PIERCE COURT NE 'WA":'' 041800-0050-05 ACTIVE JUNSO JACQUELYN 191555 COMMENTS CUSTOMER NO. 3524 NE 7TH PL ;..::: : ... :``` : ''A'" :2'.•..:: P::.A•C E.; :€"�t:':: •:' G U•S":::`::a 14 :14 :: 1�...ia. lx.:: ..� . :.:::..:.• . `•:: :riff 4fQ�J : . ...s !?A : <:;;,t:. : •...: ,:..:: ,:.:..... .. 041800-0055-00 ACTIVE LU LINH M 009999 COMMENTS CUSTOMER NO. 2531 29TH AVE S #22 041800-0060-03 ACTIVE LE TUONG THANH 929999 COMMENTS CUSTOMER- NO. 3512 NE 7TH PL 092305-9051-08 ACTIVE RENTON HOUSING AUTHORITY 600014 COMMENTS CUSTOMER NO. ATTN AL LADNER • `: ;:RENTON A • 092305-9121-04 ACTIVE LOMBARDO NOEL 959999 COMMENTS 'OUST!) E.R..NO::' ; .:. :: .> :. .52 ::.Ntd tit E AVE,"NE:„ :.. '::.; • •AFOTON:•pip:.: :: :98 5 092305-9171-03 ACTIVE BROWN JUDY LYNN 7D9999 COMMENTS •;::::::... ..:. >:.:'''`::: RENTON WA. 98 5& 092305-9230-02 ACTIVE JACOBS NORMAN & FLORA C 79Z025 COMMENTS ;.: ::.• 092305-9244-06 ACTIVE BLANCHARD THAI-AN ZORN 009999 COMMENTS CUS OM Et..�i :>:.::>: :#:.:•0:: a)(•:1S :; •. .• >. '':.: 337770-0210-00 ACTIVE UNITED DOMINION REALTY TRST071836 COMMENTS CU4TOMEt2?.#aid? ; '-€.': '::: >•r. ::: 9/9•OEE TTT'E &:,TOUCH LLB Ts. . •a. :. . :..:.. :.:22 5:...FARACiAY.. AVE TE•.a... ... :.:....• .:.: . 2.1 1-6 b905-4 '.:• '.::�C :V .: .:. : JOHNSTON•EDO 12'; ." :•221•497:••: . ^''9fiMM Ni .: -: .:.`.:": : ..... . MER:N CEi T 1'3. I3. . ... . ... : :�:���.:.. .: '��6$::- EFFEtZ Q15F AVE`��N •�:.. .::.:.::: :;.. •. ...::.:.:. .:;. • 4 i}-�� nS �ii•A C• Ay,� �! [. ``11 e� • AA y *i ++ ��yy Y.• ....... .: .:.. .... .... ::.. l'tiP!{�. .::.'::;.....;.,,Q , .•: '..::..: ; ::�':L,:::..-: 'F::1G V T' .-L' .1F [-:: :.<':::.::ci w.:". �. �.-.t7 - :: :.:'i'N:. :... :`�i'.7C. 7' :. :.:':.::. ::'::•::%:.: -::.:.• :..:-':.::..: • : 723610-0010-07 ACTIVE CLAPP DONALD E Z0378 COMMENTS CUSTOMER NO. 2935 NE 5TH PL :: :.:• .:: ...'. .RENTN.O WA• ;' ;:';: :: 98055: 723610-0015-02 ACTIVE CHEETHAM JACK+JANET 6N9999 COMMENTS CUSTOMER NO. 2931 NE 5TH PL 723610-0020-05 ACTIVE VALTIERRA ROGELIO 085173 COMMENTS CUSTOMER NO. 2927 NE 5TH PL 723610-0065-01 ACTIVE MITCHELL HAROLD W 671079 COMMENTS CUSTOMER NO. 462 INDEX AVE NE RENTOltit WAS.:>.'.` ."..,:-:'.---..,-:•<,::,::::'. ::•• •-:<3805$ .: .... .:.... 723610-0070-04 ACTIVE WALLACE LOUISE 844285 COMMENTS CUSTOMER NO. 458 INDEX AVE NE 723610-0075-09 ACTIVE ALLEN ZORRA F 539999 COMMENTS CUSTOMER NO. 13511 121ST NE :::: :::: ' " '" KIRKLAND.'WA ;:>.':< :`, 723610-0080-02 _ ACTIVE REYES LORENZO 079999 COMMENTS CUSTOMER NO. 455 JEFFERSON AVE NE 723650-0010-08 ACTIVE LESTER WILLIAM E 842171 COMMENTS CUSTOMER NO. 459 INDEX AVE NE - -.•::'. -.>-:�'.- �:;::.;�::::::'::�:;••: '::1��N�ON Wk-:.:::."::.". : �'�':• " .-.;-."..r:;-: :.r9�O58:�"::: ";:' •: ... 723650-0035-09 ACTIVE BROWN KYLE D+ANGELINA L 009999 COMMENTS CUSTOMER NO. 12646 SE 42ND ST #37 ::.:.:.. ..::::'::. ::>".:.>'S E UVIJE.:::Wig :.>: :;::: .. ...: 723650-0040-02 ACTIVE PHILLIPS B 0676 COMMENTS CUSTOMER NO. 2914 NE 4TH AVE : • 141- t1:::.::WA o5 ::•-• . •••••• •••• •. • ••• • .. . •••••••• ..: ••• . :. ..::•. •:•::.:: . •: . • • • ••• •:• •••: • •:.• • •::: .• •.• .:•::.:• :.•• : 723650-0045-07 ACTIVE FERRER TOMMY N 8N9999 COMMENTS CUSTOMER NO. 2920 NE 4TH ST JENTN WA 723650-0050-09 ACTIVE MCPEAK RUSSELL L & MARIE L 5N3322 COMMENTS CUSTOMER NO. 409 JEFFERSON AVE NE EN11W WA 723650-0055-04 ACTIVE EIXENBERGER MIKE & LINDA 8D2388 COMMENTS CUSTOMER NO. 443 INDEX AVE NE ................................................................... iJiToN WA 98O . •:•:::::•%• • .•-• • . . • .. 723650-0060-07 ACTIVE MADISON THOMAS J 870805 COMMENTS CUSTOMER NO. 31845 197TH AVE SE : , • : SENT W ;:4804. :ii:::0:••••!: • • • ..................... . 723650-0065-02 ACTIVE CLAYBO WALTER L COMMENTS CUSTOMER NO. 451 INDEX AVE NE JI1N WA .•. •:• •-•.•'••:••••:.• • •:•--i•: .-:••••:•••:•]:::•:'-c: • .• •• 723650-0070-05 ACTIVE MARTIN HERBERT H 100711 COMMENTS CUSTOMER NO. 455 INDEX AVE NE ....•. • ..•...•.. . • • . ..•...•.•.•.•.•.•... •• •• .•.•.... . • • • • • •••...•.. •••••••••••• .•. ••••••••• ••• •••••• • ••• 807420-0040-02 ACTIVE TAYLOR NANCY A 659999 COMMENTS CUSTOMER NO. 563 JEFFERSON AVE - , 807420-0045-07 ACTIVE PAYSENO JUDITH E 919999 COMMENTS CUSTOMER NO. 559 JEFFERSON AVE NE ...... - ..... _ ..::•• • .:.• .. ....... . •,. . . . . . . . . ....... . . . . .. . • :: . .:..'::::: t :: A:L. ::..# ;'i�:::>D 1?:::"E":"1.:::t"'Y.::. :. �:.S:z;� M E Et`.:::.:::.". . ::. :":.:.:::: "::.;. ". . ..:::..::.. 807420-0050-09 ACTIVE CERNICH MELVIN M 653911 COMMENTS CUSTOMER NO. 555 JEFFERSON AVE N 807420-0055-04 ACTIVE DE CARO ALBERT 900543 COMMENTS CUSTOMER NO. 551 JEFFERSON AVE NE :. Wes_ 807420-0060-07 ACTIVE ORESTAD OSCAR T & DARLENE R072546 COMMENTS CUSTOMER NO. PO BOX 2236 7 :•:" #•E 807420-0065-02 ACTIVE MACLEAN MATTHEW W CHARTERS 879999 COMMENTS CUSTOMER NO. 517 KIRKLAND AVE :. "" 12 ENSNTON..:WA : :;: "'" . ::r : ' :• . 9:E3b0 807420-0070-05 ACTIVE DANIELSON DARRELL & BECKY 130638 COMMENTS CUSTOMER NO. 12228 NE 140TH s. 807420-0075-00 ACTIVE HOWE EVELYN J 799999 COMMENTS CUSTOMER NO. 14548 SE 51ST 807420-0080-03 ACTIVE BECK MICHAEL A & SHARI K 940566 - COMMENTS -- - - - CUSTOMER NO. 483 HUBBARD AVE NE 807420-0085-08 ACTIVE JODOIN REINE J 00676 COMMENTS CUSTOMER NO. 479 KIRKLAND NE :.. .. 807420-0090-01 ACTIVE FRANK D R COMMENTS CUSTOMER NO. 475 KIRKLAND AVE NE mor 807420-0095-06 ACTIVE ANDERSON TROY ET AL 7D5423 COMMENTS CUSTOMER NO. 14716 SE 45TH PL •:•••-:•••:" .:. •••• ••••••.%• ••2• ;2- • •: • • ..::•••••• i• •• :•2,•••••• .• ".••••; •::•••: .:2' ":•:• :•... • •• ••••• 807420-0100-09 ACTIVE PETRILLI BRETT J+SHELLY F0R019999 COMMENTS CUSTOMER NO. 11014 SE 192ND ST ThW WA 807420-0105-04 ACTIVE SULLIVAN DAN 252207 COMMENTS CUSTOMER NO. 3000 NE 5TH PL :• E11N WA •• " ...... :.::•••••:t:•:• .••••••••• •,• •••:.%.••••••:••••:•• • •• •:• • •.•.: • •:•••••. ••• • • ::" • • •••• . •••• •••:::•. •• • •807420-0110-07 ACTIVE SHIGAYA KEN K COMMENTS CUSTOMER NO. 2926 NE 5TH PL . • • •• • RETON WA :;:.. • : . :::::::::::::::::::::: '•• ::::::::::::::::::::::: . T.• • ::::::: : : • " . 807420-0155-03 ACTIVE CHRISTENSEN LARRY 5N2082 COMMENTS CUSTOMER NO. 621 KIRKLAND AVE NE • •••RgNerpN.::to. •.. • % •.• . . 807420-0160-06 ACTIVE CAREW GARY B+TERRY K 509999 COMMENTS CUSTOMER NO. 617 KIRKLAND AVE NE •••• •. ••• ••'-R ENTON •WA: •9.g656:".. . . ; : . . : "•.• ••• .• • : : • : :.. :" • , •.:::: :••••• • • '••:::. 807420-0165-01 ACTIVE JETT ALLEN M 1276 COMMENTS CUSTOMER NO. 583 KIRKLAND AVE NE ••••••••.:::: ,::• ;.• ••• :•••• RENTON WA G8O5 • "..: •• •.. ... ..... .. .. % .... . ••• • :;••••••:;:%. • 807420-0170-04 ACTIVE KNEDLER WILLIAM R 499999 COMMENTS CUSTOMER NO. 579 KIRKLAND AVE NE REN1N w4V. • : •:" ." • •.. . • ......... .... • ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: • • : :: : • •• •••• • •• • • : ••:.• ••• :::: • • • ••:.•;••••••• :••••: • • .• :•••.•:••••• : : • •. • 807420-0175-09 ACTIVE LANDERS SARAMAE COMMENTS CUSTOMER NO. 562 JEFFERSON AVE NE ••••••••••.... • . RENTON WA 98O5 • •. :: : •. • -.• : ;.• •:- Z.:-• •.• ••::•:' :••••••••• • ••:22..••: •:•.••?ii.••••••• •iif•••• i.:•••.•: • •••::.:•••••••:.: • •.'• •••2 • :•::i •:::•.::••• ••••:•••••.•:•:•::••::"• ••>:•:•••:•::••••:: ..••••• •.:• • • :: : • :•: ... . . . . .. . . . . . . . .. .. . #+ N►;. :':::>:::::'..._ :...:A:L:. #.'i;.L3:r1�'•::. ,<:1 `: :''f.::; :..;.'G;: ;:'S ` E M E.:f ::::. .:. T:>.l�I .i�. tf;: #t;�r•.•;: • :11• :id .:4b I?ACy . ::.:<.:;r . :::.;:::::?::. '•;'..' • :>: 807420-0180-02 ACTIVE BANK OF AMERICA RPMC 9D2009 COMMENTS CUSTOMER NO. 996620121 ....... .:. 807420-0185-07 ACTIVE HUBLER TROY 9N9999 COMMENTS CUSTOMER€ ii#_ • :;: :::; • `:::; ::; G 3o EP E125€�hF'`A1tE:::iS(E:: " .��:��. : ���. :�: :�::: � :..:•. ... ..;:;,:�: .:�:1tENTi'fN.�1�A �"". :.::'.::• :::.; .. . �� gg � • • ... .. • • 888090-0010-07 ACTIVE CARLSON MR & MRS 51S005 COMMENTS GUSC3ME {�it2: •:<:>' ::<:: :::r.? s.14?4d :'.SE.:.63t#L?:::':5�.::;;........:.:.;:::.;. :. :.:.::. .,.. . . ..: ::. ::::�.. :<.:�.::�::;. :'� E:LE1ftI1±�..WA.. ':•:.:•>:.;:.;;�.:� �:>:;:",r�:::� 9ffi)Qfi ' . . 888090-0020-05 ACTIVE SCHROEDER LYNN 9D9999 COMMENTS •• 888090-0030-03 ACTIVE CLEMANS LEORA MAE 559999 COMMENTS CUSTOM E . O1 NE::4Th .STi EE >.#193 ::. ;;. : : 888090-0040-01 ACTIVE HUEY-RAY JUAN 799999 COMMENTS CU�TO•t.1E12 •N{2. • 7:1; :: 26 4tM S'� :.; .. . :: :: `. RENTIT•' •• 888090-0050-08 ACTIVE BECKER BERNADETTE M 52A007 COMMENTS 888090-0060-06 ACTIVE MOOS JERRY H+TERRY TIMM 419999 COMMENTS CUSTOM � ...�.•;: • ::. .:::�:,�: ;::'�' '��• 62f1��:':�fU4�`E1• AkJE��1E�'::;.::�::E.�:.•:�:.•;�:...; :� ��<<: • .. ��. . . ;: KI RX LAN© ;WA : ::. 9103 888090-0070-04 ACTIVE LANDERS TERESA LEANN 031110 COMMENTS CUSTOM l2 •�it$�": ` �:::::'.: ::<;:.'• "'; .• ��� 4b�E�33:7:;•:23G1'!-['1k�E..SE :..... ..:.:::,....:. :.:.;. :.. .. ..• :;.., . .. . . . ¢:: .. • ENUMCLAL1 WA :.:>:":`?: :; ••• •••• A/V-048'f •i:::.-::::":•••••••:•••••.:i.R•5•:A:i• :•• 5 X .:.Y • ' ...P.A....G. 8.. 888090-0080-02 ACTIVE SULLIVAN MICHAEL S 883840 COMMENTS CUSTOMER NO. 2617 NE 4TH ST #124 " • • 888090-0090-00 ACTIVE BERRY GAHAN E 049999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #131 JENTN WA •• -•, ::•:••• .::•• • ••••:•:::•::::. •••••• - •••••• • •• :•:•-••: • •,:"...•• ••-.... •.. • • ••." • .••• .... •..•.. . . . . 888090-0100-08 ACTIVE BURLEY ROBIN G 889999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #132 REN1IW WA . ........ . . • •. .. . •••• • ...y. -:•••••••••:—: 888090-0110-06 ACTIVE REELY ELLSWORTH 083343 COMMENTS CUSTOMER NO. 4802 NASSAU AVE NE APT 151 — — " ' • '• • .• ' • • " • ..... :.:• . . .777 • ----- - • • 888090-0120-04 ACTIVE NYLES JANI B 859999 COMMENTS CUSTOMER NO. 2617 NE 4TH ST #134 888090-0130-02 ACTIVE HEIDE BRENDA K 039999 COMMENTS CUSTOMER .._ 2613 NE 4TH ST UNIT 21 .....•„:„.:••••••• •.. • ...:.:,.:•••••••• • .........................................f2NTON.:::WA•:'" :%•;.•—• .•...:.................. .. : • •• ••• ....••• .• .• .:::• ••:•.• •. • •••• ••••••••••••••••:•:. ..• ".."..• • .• •• •.....:......... . •. ....: • ............ • ••••• . •• •••••••••• • 888090-0140-00 ACTIVE CLARK CHANE+JULIE 229999 COMMENTS CUSTOMER NO. 2123 N 62ND ST . ...... ••••••••••••••—•- • •,• SEA11L• ,•. •:•••-• • •• • . .. • . ....• ............................ •• • :-•••••:••• •••••:••••• • • •••••••• "• ••• •• •••••• • ",••••:•••:••:•::":" --•:•••:•::•:•••••• . :......• . • .. .• 888090-0150-07 ACTIVE SCHRAMM DALE L+MARIAN K 009999 COMMENTS CUSTOMER NO. 2611 NE 4TH ST #213 •""" ••• • :"•••••:•:•:•• ••••:.•• • .• • • , .. . . ••• :. • •••• • • • • •• • •• ... : 888090-0160-05 ACTIVE LONEGAN HELEN C & 03S020 COMMENTS CUSTOMER NO. COLE FRED . :•:.: . .... :•• .".. • .:::• 6 fie.:NE 4Th Si # i4 •:. , , ::• • ••••:, •:.•••••;••••.::. ....:::•:•::•:••••....•::•••• •• •.:•••••::•.•••• .•::.• •• ••... •••• ............••,.• . . . 888090-0170-03 ACTIVE MILLER L WAYNE 540001 COMMENTS CUSTOMER NO. 2609 NE 4TH ST #215 .!;• " : ENTPM WA ......... • -•:A• • : • 888090-0180-01 ACTIVE NGHE KATRINA G 029999 COMMENTS CUSTOMER NO. 2609 NE 4TH ST #216 gNiON WA ........ .•.. 888090-0190-09 ACTIVE SLAPNICK PATRICIA & JEFFERY975051 COMMENTS CUSTOMER NO. 2607 NE 4TH ST #217 ENT1N WA :f • 8O5S . .......... ........... .• • • ,.............. •••• •••••••••••... ••• .• •. ••••••••,..,..• • . • ....... ...... . •.. •••••••••••••• : : 888090-0200-07 ACTIVE TAYLOR JAMES R 949999 COMMENTS CUSTOMER NO. PO BOX 5857 :••:\• • LYNN WOCD WA " ..... 888090-0210-05 ACTIVE BOBO DANIEL A+KUCHYUKA CLAR879999 COMMENTS CUSTOMER NO. 2613 NE 4TH #221 888090-0220-03 ACTIVE CARR SUSAN V 769999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #222 RE.NTJN WA ...................................................................................................• • • ••• • • " • ...... 888090-0230-01 - ACTIVE MOREL R W F+BARBARA(TRSTE) 119999 COMMENTS CUSTOMER NO. 7936 79TH ST : PLAYA 1EL CA •••••• : 888090-0240-09 ACTIVE NASCIMENTO KATIA 84A016 COMMENTS CUSTOMER NO. 2611 NE 4TH ST #224 RENTW WA 888090-0250-06 ACTIVE BAUER LEIGH G 8D9999 COMMENTS CUSTOMER NO. 9201 JUANITA DR #292 . " R.K LAMY WA: :•••• ":: • : : . „„,„„ .. . .. • „ • . •,. ,• • ..• • • •••• „„, „, • • , • % % • . • .. 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'..::!?A :::;. :..Ei3'::. ::.: : ...::::::. : ..:.:. • 888090-0260-04 ACTIVE HO VICTORIA C 489999 COMMENTS CUSTOMER NO. 2609 NE 4TH ST #226 : :..;.:. • .:•:: :. - tON r:WAR-::. :.:::: - ':••:-$$05$-•: :�:. ..' 888090-0270-02 ACTIVE WARD ALAN R 972742 COMMENTS CUSTOMER NO. 2607 NE 4TH ST #227 .:.: 17EN`ON.WA :::: .:.. t.. 888090-0280-00 ACTIVE FREAR CHERYL J 949999 COMMENTS CUSTOMER NO. 2607 NE 4TH ST #228 888090-0290-08 ACTIVE SHAIN EDWARD 429999 COMMENTS CUSTOMER NO. 2613 NE 4TH ST #231 ::''..': :;::'":'::;.> : 12 NTON ..W,Q: ::: :>• :;::.:.. :..: $ 5 :. ..>:.::.;..• :< 0 888090-0300-06 ACTIVE KOENIG MICHAEL W+JENNIE P 169999 COMMENTS CUSTOMER NO. 2613 N.E. 4TH ST #232 NEON WA8055; 888090-0310-04 ACTIVE BUTLER PEGGY 649999 COMMENTS CUSTOMER NO. 2611 NE 4TH ST #233 . • ----- 888090-0320-02--- ACTIVE - LUCAS MICKY+NOELLE - 759999 COMMENTS CUSTOMER NO. 2611 NE 4TH ST #234 . • :: ..:ONION WA• : •: • 98050:.. - -• > .:? ;::'•:...; 888090-0330-00 ACTIVE LITTLEFIELD JAMES R 919999 COMMENTS CUSTOMER NO. 2609 NE 4TH #235 888090-0340-08 ACTIVE WEIGEL SHANNA L 379999 COMMENTS CUSTOMER NO. 2609 NE 4TH #236 .. . :..;•• .. ...'2$N1ON WA A A P;(0.5 • • 888090-0350-05 ACTIVE GUSTINE KARA 039999 COMMENTS CUSTOMER NO. 2607 NE 4TH ST #237 ••••i"..:.:".•":• ••• kN1O1 WA 888090-0360-03 ACTIVE MCCANN TANYA T 069999 COMMENTS CUSTOMER NO. 2607 NE 4TH ST #238 :••••:: :••••••e••••:• •••••••• ..• . •,••::•••:•:••:;:e.-.: 888090-0370-01 ACTIVE EHLE MAXINE 341256 COMMENTS CUSTOMER NO. 2513 NE 4TH ••••••••;-..:, • . . • :•••••••••••• " •• "-v. " " • •• • •• ••••••••••• ••-"•e .• „:••••• : ::::::: •::••• . 888090-0380-09 ACTIVE CHAR JAMES Y+ABE,JANICE H 772120 COMMENTS CUSTOMER NO. 6229 113TH PL SE ::•••••••:?. '••••• 8ELLVU WA G8OO •:::::-.f:•••••••• .1::.•••:•::•••• 888090-0390-07 ACTIVE SOLIDAY LILA 830791 COMMENTS CUSTOMER NO. 2511 NE 4TH #313 • ••• • ::•••• .. • 1.-...PENTON WA : .: ' .1% e • . • • 888090-0400-05 ACTIVE JOHNSON LUCILLE M 849999 COMMENTS CUSTOMER NO. 2511 NE 4TH ST #314 i:••••::•••••• .. •••••.:•••• ••• ••:-• , "..•••:•-• • ••••••••••• •• • ,• . . ••• .. •. • • •••• . . :„:.........•. ..••••••• ....... . ....... • • . "•:•::••• " - . • •••, , . • , .. • •• • ::• • . 888090-0410-03 ACTIVE HILLGREN MOLLY A 199999 COMMENTS CUSTOMER NO. 2509 NE 4TH ST,#315 iENTON WA . •: . . :••• •••••,. •-:•• •.::::: . • • 888090-0420-01 ACTIVE CAMACHO SEAN NATHAN+CARLA J039999 COMMENTS CUSTOMER NO. 2509 NE 4TH ST #316 kEt'TON WA .•. ...... ................ e: ••:••••••••••: •.::•:::••••••?,...............................••••• e•••••— ••• • 888090-0430-09 ACTIVE MCBRIDE CALVIN C 919999 COMMENTS CUSTOMER NO. 2507 NE 4TH ST #317 iEtffON WA ..... ,unPr e P 0I 0-4: • f . iJOBx NICW40: •:;•••• • • • • •• . : • • • ..•••••i • •• ". •▪ • ••*.i••:: : . , % :• • • " •.• • •• .:: :::::::::::::::::: • .• 888090-0440-07 ACTIVE FLETCHER DAWN 331156 COMMENTS CUSTOMER NO. 2507 NE 4TH ST #318 • .:*•11 • • :•• itTON WAO5S ••••••. •••••••-e:;%;;•••• •;•••••.•••?: •.•• • : •-• •••:i; •e • . • ••• "r•I.• : :::::::: .... • ..:. • . :•:••••••• ••• • .. •• •••••••:: ,• • .•• .•:.• : . • • •f • i : • e ...:••• •. . :•• • • % ••••. ••••••••••• • 888090-0450-04 ACTIVE AYALA MARK P+DEANNA L 819999 COMMENTS CUSTOMER NO. 2513 NE 4TH ST #321 •ii.•••••:::: • : , , •••••••• . ..• • •-• . " -• •. : • . •-• ▪ : .... • . . . . 888090-0460-02 ACTIVE ENGEL SYDNEY L 939999 COMMENTS CUSTOMER NO. 2513 NE 4TH ST #322 888090-0470-00 ACTIVE WANG MAY GEE 179999 COMMENTS • CUSTOMER NO. 5204 29TH AVE SO •• •:•: , •, .;• ' s EAT Ti.;E e - • • - ••••••• ••••:'- • . • .. % , • ; - • • 888090-0480-08 ACTIVE SHORT DIANE 769999 COMMENTS CUSTOMER NO. 2511 NE 4TH ST #324 • " • •• • • OkisrON. w .• - • ee-: sadge % . . • ,• .. • " , : . :. e : , • e• • f . • . .: 888090-0490-06 ACTIVE AMON ALBERT & SELMA 630954 COMMENTS CUSTOMER NO. 4217 48TH S •••••••••••:•: '••• SEA WA .. • •:- •%- 9 1 • ."e: ' , •••• „ ,• ••:.: -::•••ff •:• •••••:: ::.•• • •.:••• 888090=05007041 IACTIVE _ _ -VANTAGE—POINT HOA 9D1247 COMMENTS CUSTOMER NO. C/O MACPHERSON'S PROP MGMT • •••• " -81.6-. 140T.tl. AV NS-Sit 201- '" • • . e . • • 1'.• BE L L E VUE . •• ;* • -• ••••• :*•:. • •• ••••••••• • : ••••• •• • 888090-0510-02 ACTIVE HESKETT WILKIE 760451 COMMENTS ou41.01'. R:fN 4569.-ASTI4:•A11.:--.toi.• • - . BEATTLE WA. %• -984 17%. : • ,:. • •• . : . "" ••• ::•. . . ••••• • • :: •: . %:•• •-• ••.• •:::.:. •-• • *%:••.: •••••• • *j:-• ••••:::••••.•; •::" •••• ••:••• •••• • 888090-0520-00 ACTIVE FERGUSON ROBERT L 331157 COMMENTS 0t4k •N 567'Nt4Thsr:Its21 • •„.„- RENTON WA • ••• " •%. • •.% • ••::• e%. ••: •••: : :• "▪ ::. •: "S •• • . •:: • •• • •• •••::" " •:::•• : • • •••••••• *- .....,,••••••:•• :•:•• " •:? ••••• :* • .••**••:•'.• •e: :•.f• ,••••.: •••• " :"•••••• •••:•••••• •.• . ;• : ••• • ••:••'•• ••••: , ****: ".•••••::,•:* • • •• e•:" •e• •••-•.: ;••• • ••.•• •:•• • • . : " ;:*::2;• . .•...:*** :•„•••••• • ::•!••• ,•:?....:*•••;:;:•• • .• •:;••••• •• e • • ••• #01 TRO:4 /•:. L t • T :1 • '••fi • 1:11i44/N5. • • • pAot. • ..".:- • • •.• ::..-• . , . :„ • :., . 888090-0530-08 ACTIVE JOHNSON WANDA F 839999 COMMENTS CUSTOMER.NO. 2513 NE 4TH #331 : • •• • • JENTGN WA:: •• • • . • • • •• • • • • •• •••: : • • , • • .•; . .• •• • •• • •• ••• • •-• 888090-0540-06 ACTIVE WARME SUSAN L 629999 COMMENTS CUSTOMER NO. 2513 NE 4TH ST #332 • •:4 •••:••••• •• • •• : ••••• • ENTON WA' '" 9g00e • . . '.'" • •••:: : . ; • • • : • 888090-0550-03 ACTIVE WRITT RAMONA L 679999 COMMENTS CUSTOMER NO. 2511 NE 4TH ST #333 :-;•••••••••:• "•:•-•-; ;:;•:•"••i*.:•-•• •.1:•; • .;i:••••• 1gN1c114 •i:; •::• -ac;is . • • ; . .•• ''''''''''''' • .f ' • :"::: '''''' • 888090-0560-01 ACTIVE LANGBERG NORMA 5N2075 COMMENTS CUSTOMER NO. 8326 12TH AVE SE ;•••;•-•:•;"i:: •:i••• : • ••••• :" . NWATLE WA 4-•• . "•: •••.: • ••;'• ::0805B. : .•• / •:":•• •• ••:•-• •;••• :**l• • • • : .:••• •••• :§:• : • •••:i:L•" ••.• • .•: , • : i• " •. fi.;• •:.: " "-•:••••• •::: • " :••••; .?:;"•••:: • • ...• • •:•••::.•••••;:••• . • . f;• • •*:•.'• • • 'S.:::• . •"" ••• •••••••••:' '2%• ." ::; •;"•i •:•••••• • • •: • •••••• :•:;•.••••••••••• ••• •••••••: 888090-0570-09 ACTIVE NGUYEN PHAO 020048 COMMENTS CUSTOMER NO. 8513 RAINBOW ROW . • : • ▪ UEAU:::.A1(•\?.:- •-• • ..:" . • '. • • . . : ; . : • •• : . . :":;„ : •:-. : :, • ••• • ' ••• 888090-0580-07 ACTIVE LANCE ERIC D 009999 COMMENTS CUSTOMER NO. 2509 NE 4TH ST #336 •-• • '• •••••••' •••' : " • RENTON •WA ••• ••:-• ••:08056 •••••• • '• ".:-- ' ▪ '": • : •.•:-• .. •' • .•:• • .• • : '•.... . - 888090-0590-05 _ACT I VE - -NAGLE LEI F--M - -699999- COMMENTS-- - - CUSTOMER NO. 2507 NE 4TH ST 337 *:;• •••.: ;•." •••'::::**••••• • •••::• • •::•• •flENTOI WA •;•• .SE3(55A. • • • •*.•••::•:•••••••• •••••• .• •• •:••••••• :••• • • . •• ".•• . : •••::::•..".12 ;". , ................. • :•. ,: :". " . . • • • : !? 888090-0600-03 ACTIVE GRAY JOSHUA S+KARA L - 079999 COMMENTS CUSTOMER NO. 2507 NE 4TH ST #338 • , RE4TON WA : •• • .. 888090-0610-01 ACTIVE CARLIN SEAN T 009999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST : ;••••:•• : • •• ; •••••• •:• •12tI41oN1 • ' . •".::18O5 •• • • • . ••• • . •, ••.• .• . • ":„ . t'-•• 7. . , • . . . ".: • • " *•/* • : •'. • : . . %.... •'••• f . . • •'• :•• •1 . P:u1.14 •'Y s M k.}...4./b0.:;..• AO 888090-0620-09 ACTIVE HELLUM COLLIN K+ORVIN CAROL869999 COMMENTS CUSTOMER NO. - 2501 NE 4TH ST #412 • . • • „.„ •„.„.„,„_•__ • . ....••. • ....•. • •••:• ••• • :•::••• •• • • •• .... • •• . • ....... .•• .•„ .„••••••••••..•........... „ •• •.w., 888090-0630-07 ACTIVE PATTEE ROXANN C 599999 COMMENTS CUSTOMER NO. 2503 NE 4TH ST 413 WA -•••:-.::•••••••• ••• • .... :••. %.. • •-• •••. ". . „ • • • •••:- •-•-•:„••••••••:•• 888090-0640-05 ACTIVE RIGGERS TIFFANI A 9N9999 COMMENTS CUSTOMER NO. 14129 83RD PL NE : ' ...:..• • 888090-0650-02 ACTIVE SERCHIO SCOTT+SERCHIO PATRI069999 COMMENTS CUSTOMER NO. 2501 NE 4TH ST #421 • . 888090-0660-00 ACTIVE RAY MELLISSA M 009999 COMMENTS CUSTOMER NO. 2501 NE 4TH ST #422 • • : . . .•:•••• ." .:••• 7 . ... ........................................ . • . 888090-0670-08 ACTIVE TOBOLSKI THOMAS J+MARIA J 299999 COMMENTS CUSTOMER NO. 33020 176TH AVE SE . . AUBUJN WA • .. ,.... 888090=0680-06— ACTIVE - - ALEXANDER VENUS - - — 590333 COMMENTS - - CUSTOMER NO. 2503 NE 4TH #424 888090-0690-04 ACTIVE WILLIAMS GERALDINE A 343457 COMMENTS CUSTOMER NO. 617 CAMAS AVE NE #431 kENTON WA 888090-0700-02 ACTIVE BAE SOON AE _ 189999 COMMENTS CUSTOMER NO. 2501 NE 4TH ST #432 . • PENTON WA :.." •. • • " "" • " "" ' :T.:•0• • 888090-0710-00 ACTIVE MARTINEZ FRANCISCO MR+MRS 079999 COMMENTS CUSTOMER NO. 2503 NE 4TH ST #433 -PENTON WA• • ••• . • , • ':' :::::::::::::::::::::::::::::::::::::::::::::::::: •.• : • :: •• '::•••• 888090-0720-08 ACTIVE HULL CRYSTAL A 331159 COMMENTS CUSTOMER NO. 2503 NE 4TH ST #434 Et't1ON WA 888090-0730-06 ACTIVE ANDERSON ELIZABETH L 059999 COMMENTS CUSTOMER NO. 2515 NE 4TH ST #511 iEWTON WA 888090-0740-04 ACTIVE CLEMENTZ ALAN C 229999 COMMENTS CUSTOMER NO. 2515 NE 4TH ST #512 E1O WA :•: : : ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::: 888090-0750-01 ACTIVE JOHNSON MARTY JOHN 359999 COMMENTS CUSTOMER NO. 2517 NE 4TH ST #513 kNTN WA 888090-0760-09 ACTIVE LAO JAMES C+CARYN L 8N9999 COMMENTS CUSTOMER NO. 2517 NE 4TH ST #514 '••••••••:"•-• ' • E1O WA , •: : , ;• •-•-• :: • i" ••••••,, 888090-0770-07 -- ACTIVE KEISTER JENNI M- - -- -091294- -- COMMENTS - CUSTOMER NO. 2515 NE 4TH ST #521 •y. "::: ENTON WA • ' ":..• • • ::::::: • : 888090-0780-05 ACTIVE CONVERSE MARK H 149999 _ COMMENTS CUSTOMER NO. 2515 NE 4TH ST #522 888090-0790-03 ACTIVE TURLEY DONNAM: 286062 COMMENTS CUSTOMER NO. 2517 NE 4TH ST #523 WA 805 . ••• *:• ::: •• :::::::%%0::::: • • ::::::::::::: •..:•••••• •.• • • :.•::::..• • •. ::::::::::::::: . : •• ••• •-•• • ••• ..•••••• ••:• •• OdiC 6 0:- 4 t ::PA iJO rvid1.94o. • •: : : ! "2:• ••• • . . : • :s•:•:. • • :*••• •• ••••:'5. • •• • • :•:••• •": 888090-0800-01 ACTIVE BJORK MORRIS 9D0149 COMMENTS CUSTOMER NO. 13291 W ALEPPO DR :••:• • t.UN.-i Ty:WEST AZ : . . • ••;- ' •::. . • .• ' 'J.-- • • : • S : 888090-0810-09 ACTIVE HAMMONTREE JOHN W 649999 COMMENTS CUSTOMER NO. 2515 NE NE 4TH ST #531 ••i••••••••••• ::•:.• ' : : ▪ • •IE.NTON WA •:I: .•• 9006•••••••:1'. • *.:*•••••:•••*: •:••• ••••••••••.".::. • . 7• . ' ... • • •• . 5 • ••:a• • : * ••••.:..• ...•j•:-• ) ' :••:• ::•••• y •••:-• -:::•••••••••:1;•:-.*:: • •▪ ••:•.:•:F:•••-••••••••••••:-.'i • : • • •• 888090-0820-07 ACTIVE JOHNSON DENISE M 070566 COMMENTS CUSTOMER NO. 12259 156TH AVE SE JNtON WA ................... . v••i::.• • •••. ••• • ............. ".• •.:: • !:::: . • • .2. . : •!: : • 888090-0830-05 ACTIVE LUKINS JAMES 542923 COMMENTS CUSTOMER NO. 2517 NE 4TH #533 ::•••• •:••• • •• .:••• E.Nrofkl WA •••..i•••• . . 9805e : . .: . •• . Z: , :!? v% : • :1" . 888090-0840-03 ACTIVE HOPKINS RICHARD D 063420 COMMENTS CUSTOMER NO. 2511 PARK PL N •••"..• ••• " . ••••••.':il•••:: " ••••••.;•• •PdSetpN .• •.:••• :9-BoOpr ••• .". • :. :. • •-•: • •:••••••••••••• . ••••:. • • " • . •• : : • • : • • a: : .•• •••:. ' • • • : . •: •Y.-. • ••••• • : •: • :1'• : • : 888090-0850-00 ACTIVE REIGSTAD MAGDALENE A 441899 COMMENTS CUSTOMER NO. 2601 NE 4TH #611 •••• •••••••• •• ; :RENTON WAsaoqs : e • • : , • „ . . . : % : • „;-• • ef.• .... • . .• . .. . . . . . •.• • . . • . . • . • • ?.• - •. . . •.. : . e • ••••••: . . . . : —888090=0860=08 -- ACTIVE- -RAASCH-RODNE-Y--DELBERT+JANE-T9N9999-- — COMMENTS _ _ CUSTOMER NO. 2601 NE 4TH #612 JNTN WA' •• :::080Se ' :•-% *". !. ?.]J ▪ . . • • • •.::: : 888090-0870-06 ACTIVE SCHEELER GERARD D 039999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #613 • ••• •:••• : •• .•••••••••• • "pEisfroN • : " e • . •• ••• •• • • • : :• ••••••••••. . —%%: . : " . • • • 888090-0880-04 ACTIVE HARNEY STEVEN P 289999 COMMENTS CUSTOMER NO. 2603 NE 4TH ST #614 . • **.4osirot4 WA "f • ••• • e:. • saose.,- % • : • : ••••• < • • •••••••••••... "•• • e.:f. , % ••• • •••••••• . ' ••••••:... • ": .:••• " : • • C.•• ... • : •••• . . •••.: • : • : • • •• •• , . . .;•• • • :•>.;;,:-t# ;E.. A •L""".. iT . E• R �." .'::; ::- ::6 "F� M:' : t • :.: -. 1.w:4.li: .. ..-. :i:f :: :flb. > ':1?A '".; . ., ... ... 888090-0890-02 ACTIVE KANEKO NELSON K 469999 COMMENTS CUSTOMER NO. 2601 NE 4TH #621 • :. •::• ". . 888090-0900-00 ACTIVE FINCH JOHN F 919999 COMMENTS CUSTOMER NO. 2604 NE 4TH ST #622 888090-0910-08 ACTIVE VAN DATTA MARTY T 799999 COMMENTS CUSTOMER NO. 2603 NE 4TH #623 :.AtNTON: WA - "•.: ' . 888090-0920-06 ACTIVE LAING WARREN C & GAYLENE R 7D6430 COMMENTS CUSTOMER NO. 435 RENTON AVE S 888090-0930-04 ACTIVE CRAIG KIRK R 8N9999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #631 • 888090-0940-02 ACTIVE AUSTIN MICHAEL D 779999 COMMENTS CUSTOMER NO. 2601 NE 4TH ST #632 .•::.`•';•::-:. • •••:]`. : ?:. - .. ON-WA :: $05 -•. -888090-0950-09 ACTIVE AL-MASSY-MARCIA--Y--- -- - ---8N-1859- - COMMENTS -- --- --- ------ - __ ____ _ _ ___ _ CUSTOMER NO. 18232 WAGON LANE ;> :. •.;. • .,...;•::.• ,- Eiti`Ff-BEND N..: ; 4663? : •-::.. 888090-0960-07 ACTIVE COLLINS KERRY M 039999 COMMENTS CUSTOMER NO. 2603 NE 4TH ST #634 • • CONTACT PERSON: Elizabeth Higgins,AICP;Senior Planner(425)430.7382 NOTICE OF APPLICATION I PEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICA • AND PROPOSED DETERMINATION OF NON- • . SIGNIFICANCE, MITIGATED (DNS-M) •DATE: December 28,2000 ' LAND USE NUMBER: LUA-00-172,SA-A,ECF - APPLICATION NAME: RTC Technical Resource Center • i ��yd- 'aQ' ;rt `i I co•.{il "�#•,'_a8rle'r°��a 1 p' pod`n•.... d,, : oft(- 0 PROJECT DESCRIPTION: The applicant has requested an Administrative Site Plan Review for a now • l ❑ ,„ hj" 9•: , 1,?k . 0.�, buildingto be constructed on the Renton Technical College Campus The two-story,47,000 square foot facility +SS.+.�•d 0'• `� �'. ' I 'J TJ. 0 P ry, q � r���_�••GI:.`-:. .tr,• 8� 0�',/ t;a,,.� •7sfiT:5,-:�v,; would be the RTC Technology Resource Center.An environmental review will be required. IL R_8 P j.l .e -qt�j •a:.ti.,?'d r -• -===•-J3 n 9 e PROJECT LOCATION: Renton Technical College:3000 NE4w Street ! i``1., Ij]f:'. •,r�qg J, j ,•_,^-y:-'c,ru _:,•,• I •, a•,n.;•'. �. a-__ L. f.';,n �d M ' l!.- c8 o t , ) e -"yZ'_ - "€ OPTIONAL DETERMINATION OF NON-SIGNIFICANCE,MITIGATED(DNS,M):As the Lead Agency,the City of r ••�j � t<y''}� j �,e �,.Iy 1 =85 h`' " Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, ( �x . =''�";' -A tp,.. ,'. ,;:•_,,_. ,0...:•'•'I'9'<'.`:'_ , as permitted under the RCW 4321C.110,the Cityof Renton is using the O 8onal DNS(M)process togive notice that a. r ° 'J`s`-p s - 9 P ( a ,: ` s'!°q+t a, �� L,-l : 'f---,f• o -- 'm.,4.; DNSM is likely to be Issued.Comment periods for the project end the proposed DNS-M are integrated into a single �Lv„ {',v`"�3-"'��o tl l�o t "� I. r •tea--; B, eta"�.- comment eried.There will he no commentperiod following the Issuance of ilia Threshold Determination of Non- 1 ""`1 ' 'i L`",�f" I'P T Ii+,jda tp� ..,i w P 9 @•..�¢� '��,4 jr m, .•�1j.I.. '�.,�.qn'+ .5'j• Significance Mitigated(DNS-M).A 14-day appeal period will follow the Issuance of the DNS-M. Y 1, 4q.n.,3- 01 ' i•• 1 r.. ?Rtr, ><gt ,.' s..� w PERMIT APPLICATION DATE: December 22,2000 C• 'V, `�•'' •; I�f.'}, c sl e _-9' t,,F;e1'-+'., ' ���jblr ;',1t.I,0`,3 e•&!�,. 1 R=�;_�.v'ifLttn•.pm1<.t�a��iJj i NOTICE OF COMPLETE APPLICATION: Oecember28,2000 S .. 0YN=.- 6 �r _ I• `,p. ••-,. .L^ , Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Review Cr= iej _ 4?'• I•I 7 i"••.• .,� t-_6 r, JJJ • h w dd 1 RIV1-I� !'„ Other Permits which maybe required: ConsWction permits,building Permits `' ,Z. . •,Ow ,' II ryry P,I' • Requested Studies: Geolechnical Report,Level I Drainage Report = - Location where application may :J:.- be reviewed:' Planning/Building/Public Works Division,Development Services Department, ' 4 a ,:i a Renton City Hall,Sixth Floor,1055 South Grady Way,Renton,WA 98055 .r,.• ','; 1i$,n if I c^..C•S q-I) ,, c, �tit ....—w • `_ -�_� •. J CONSISTENCY OVERVIEW: Q.r," Iy� _ .`;�,• . , IREEr'-- -'•p--= /i' / ,.. CA c, . CA Land Use: Light Industrial(IL) I -RM-I _y.• ,i r cy I' � � i I 40. Environmental Documents that • /;..'° Ica Evaluate the Proposed Project: Environmental Checklist • -�,v< t='.••: a I Development Regulations f -, ic! �Y Used For Project Mitigation: Renton Municipal Code fl• -- ,. , Proposed Mitigation Measures: • - � NEIGHBORHOOD MAP \roltlx t-zoa• -0 1. Fire MIUgation Fee:Fire Mitigation Fee Is$0.52 per square foot. . 2. Erosion Control:Install and maintain temporary erosion control measures for all stockpiled or disturbed areas.The • Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. --_---_ 3. Geotechnical Engineering:Applicant shall follow the recommendations contained in the geolechnical engineering report. I Comments on the above application must be submitted In writing to Elizabeth Higgins,AICP;Senior Planner,Development _ Services Division,Renton City Hall,Sixth Floor;1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11, _ 2001. - • I if you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact the Planner.Anyone who submits written comments will automatically become a party of record and will be notified. ; CERTIFICATION D , I, f (t r.e.e e 84 y 63 , hereby certify that 3 copies of the above . document were posted by me m 3 conspicuous places on or nearby the described property on . Dec . 2-S, W 20 Signed: - ATTEST: Subcribed'and sworn before me, a Nortary Public,in and for the State of Washington residing in�,p yt7f- , on the /011 day of .I , - Ooo I • MARILYN KAMCHEFF I ` ' NOTARY PUBLIC 1 STAVE OF WASHINGTON COMMISSION EXPIRES 'l' MARILYN KAMCHEFF JUNE 29, 2003 MY APPOINTMENT EXPIRES:6-20.03 ', -- � � CIT- Y C� R E T Q.,c - , : _� � ksm. P:,'c � 'ng�B il_dg/Piibl cWorE rret onr '...�.- ;r � - .Gre iZimni rmanP. ' Adminis :'.,. ` "` :;` Jesse Tanner Mayor, • , j, , • _ - - - tie' - - 200 -. . e :ber28 0 Dec m : • ., .. iel Paul Ao'I > .,:• • . .S.ml Stern erArchitects•?- . 217 Pine'Street,#700i` _ • • • . Seattle WA 98101 :1. SUBJECT: • ^ RTC'Technical Resource.Center : :. ..:: LUA=00-172,SA=A,ECF Dear Mr.Aiello: )The Development Planning:Section of'th_a City.of'Rent`on,'has :determined..that: the:.- . subject:application;is',complete, according to submittal requirements•and therefore; is . accepted for review. .'r ':rr. ` :.: It i'a.:-,..t;e:tie't.a:;ii-V-ely sched :-:; tion b :,. _ . " ' uled for.'consideration.b the Environmental:Review Committee on' ::'�: =��=: :'- :�:-,� ' ,,; January23;2001:: Prior„to;that review;,you wiil;be•,notified if any,additional information is . - required to continue processing yoUr`application.- "� •• ' _ Please•contact me,.at.42•5-430-7382, if you have any questions:. ;:•••,: Sincerely; fL Elizabeth.Higgins, • Project Manager + cc: ._ Renton Technical College/Owner ' . - I ! ly , 1 , + ll. 1 n;Washin_ on 98055` :; . OSS�,South-Grady:Way.-;Rento gt - 0%recycled material;20%post consumer This paper contains 5 • EV:'.E:LtJP1VIE NIP S� �1 ERV1.GAS.D St ........ .......................................................................................... 11111111111.1111:111111111.111011111.1111111LANaliitISEIORER ' S :: ::: :: .................. ..............:.:..:::::.:..::::..::::.::::::::::.:::,...................................::::::::::::::....::::::: .......................::.::::::.:.RQ...:EG..T...fNF.(�f�IrIJAT10N::::::::::.:::::::::.:......... Note:: If:.there;as m.ore.:.ti)an.one:legal owner,please.;attach:;:an:;:add tional iitStarizei(`Master.'Appffcatfon for;eaGh ownr. ......... PROJECT OR DEVELOPMENT NAME: NAME: , Technology Resource Center State of Washington/Renton Technical College PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: I Renton Technical College 3000 Northeast Fourth; Street 3000 NE 4th Street Renton, WA 98056-4195 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): CITY: Renton ZIP: 98056-4195 722-780-0425 TELEPHONE NUMBER:. EXISTING LAND USE(S): 425/235-2463 j.... Coll e e /Ed ucati onal i nsti u ion PROPOSED LAND USES: NAME: Jon Pozega ! College/Educational institution:.'. COMPANY (if applicable): Renton Technical College EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: I Center Institution ADDRESS: 3000 Northeast Fourth Street PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if.applicable): N/A. DEVELOPMENT p CITY: Renton ZIP: 98056-4195 . EXISTING ZONING:. • CITY OF RENTON(NG IL (P) DEC 2 2.2000 TELEPHONE NUMBER: 425/235-2462 1 , PROPOSED ZONING (if applicable): RECEIVED NTA CTP SITE AREA (SQ. FT. OR ACREAGE): NAME: Paul:Aiello 1,351,500 sq.ft. COMPANY.(if applicable►: : • PROJECT VALUE: S.M. Stemper Architects • $7,000,000 ADDRESS: , 217 Pine Street, #700 ' IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Zone 2 ; CITY: Seattle ZIP: , 98101 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER and E-MAIL ADDRESS: No. 206/624-2777 pa@smstemper.com i:•:::•i•':'::::.:•:i:•:ii:.:v::ii:i...�., ' ::.: ;. ::• :: �'i:i'is �::•�•:i':::i:::..;...: :v:ii:::.::�:::::.�:::.� ':::::.........::':::.j;:;..;•:4'4i}::.::::::::i:i:::is i.:.:::vv::• .. . . .................... ... Blocks 16A, 17, 18, 19, and. 20 of the Plat of Renton Highlands No. 2, Renton, Washington, according to theL.plat thereof, recorded in Volume 57 of Plats, pages 92 to 98 inclusive, Records of King County, Washington, subject to . streets, roads, easements and right-of-way of record. C ,• F E ................................................... .... ..... _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ TENTATIVE PLAT $ ONDITIONAL USE PERMIT $ PRELIMINARY PLAT $ SITE PLAN APPROVAL $ /000,00 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 $ 6 b.b0 REVISION $ I, (Print Name) O '(0/26.1/3( , declare that I am (please check one)_the 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 �c ntained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. _ tC PR,ES(I) a gfC) 4 NN N 'i ATTEST: Subscribed and sworn to before mewia74'o• Public,44Akrc . Renton Technical College for the State ofk(4 .i —,,,•)residing at I;it') NOTARy \ . . (Name f Owner/"- resentative) 9 4 ,on the /u'''`fa�of o , z� `y2�2oo_r�. // cP�•• PUBLIC (Signature of Own entative) 1 ��C` '• (Signature of Notary Public) CF::.<LLA.:'»<:`>:`: :: >:>::>:;<>:::>::::>::>::>::>::»>::::»::::>:<:>::>::>:: ,::; ':<:: • ::::. :<.>.> ... .............T.0:1`AL;:POSTA.GE;:PF3C?:V1D. .....$... � . MASTERAP.DOC REVISED 03/00 nc«ton Technical College Technology Resource Center November 2, 2000 - Development Services Division 1055 South Grady Way ' Renton,Washington 98055 Re: • Site Plan Approval-Level 1 Project Narrative Basic Statistics: Project Name: Technology Resource Center Size: Approximately 47,000sf Location: Renton Technical College 3000 N.E 4th Street Renton,Washington 98056-4195 Zoning Site: IL(P)-Industrial,Light,Public Suffix Adjacent: R-8—Residential 8 (west of project) IL(P)Industrial,Light,Public Suffix (south of project) Current Uses and Improvements: The project site is the Renton Technical College (RTC)campus. The campus consists of fifteen existing buildings and associated driveways,parking areas, pedestrian paths, landscaped areas. The college offers technical training in a variety of fields. The typical building occupancies include A3 and B. The site offers no special features such as steep slopes or bodies of water. The specific site for the proposed,building is located on the southwest corner of campus, on a relatively flat open lawn with perimeter plantings. Currently there is no use or activity on the building site. To the west of the site are Jefferson Ave. and a residential neighborhood. To the north and east are campus buildings D and B respectively. The project site is bounded to the south by the arterial N.E.4th St. The building site slopes gently from east to west and from south to north for a total relief of approximately 5ft. Currently,the drainage of the site is handled primarily through infiltration, although at the low point of site a drainage culvert daylights into the roadway. In general,the subsurface condition(soils)consist of shallow local deposits of medium',to dense fill over glacial recessional outwash and glacial till.These soils properly handled and compacted are suitable for the proposed structure and roadways. (Refer to Geotechnical Report) DEVELOPMENT PLANNING CITY OF RENTON DEC 2 2 2000 Project Narrative RECEIVED S.M. Stemper Architects RECEIVEDPage 1 of 2 Renton Technical College Technology Resource Center Proposed Use and Development: The proposed project is to construct a new two-story building(26,000sf footprint). The building will house college service programs including a library,computer lab(s),and a lecture hall.: Additionally the building will provide for the Faculty Teachling and Learning Center and an Instructional Assistance Program. The approximate construction cost will be$7,000,000. The building and associated site development runs parallel to Jefferson Avenue N.E.; approximately• ' north/south on the site. The building will be constructed of non-combustible materials(Type II construction) and clad with brick masonry andli metal cladding. The roof is a combination of low slope membrane and • concrete tile,pitched portions. Aluminum framed fenestration and steel sunscreens articulate the façade. The maximum height above grade is planned to be 43 feet. The foundation will be slab-on-grade,with some re-grading and excavation for footings. In general,the existing soils are suitable for construction of this type. Site work includes a landscaped clourtyard and circulation space between the proposed building and the existing structures. An existing parking area is to be resurfaced and re-striped. Some additional parking will be developed/extended on the south end of the site. All the major utilities will be required. Specifically off-site utilities improvements include storm sewer, water(fire and domestic), and gas. New parking area drainage will be conditioned with water quality vaults before entering the storm system. All storm water from paved and roof areas will be piped to a detention • vaultlocated northwest corner of the site and released over time to the public storm system. An existing sanitary side sewer located below)the building will be utilized and replaced in similar location. On campus utility connections include fiber optic cable, electric power and chilled water piping. Some additional details regarding the site work and planning include the following: Solid waste and recycling areas will be located behind a fenced area approximately 100feet from the property line. The • rooftop HVAC equipment will be screened from view and or enclosed in an attic penthouse. The existing fencing and perimeter landscape,plantings(buffer)that runs parallel to Jefferson Avenue N.E. will be retained. No pedestrian connections are planned to Jefferson Avenue except for the fire and emergency requirements. Some trees will be selectively removed for access purposes only. The construction process will involve excavation, hauling,and some traffic interruptions. For the most part the excavation and grading will attempt to balance the site. Excavation of organic soils is expected. An estimated 400 cubic yards of fill will be required. Also temporary job trailers,fencing and barricades are expected. These issues and measures are described further in the narrative titled"Construction Mitigation Description" Sincerely, Paul Aiellov �_I 1 Project Architect Project Narrative S.M.Stemper Architects Page 2 of 2 • ' DE 'OPMENT SERVICES DIVISION WAIVER OF SUBMI I I AL REQUIREMENTS FG•r LAND USE APPLICATIONS LgND:.USE::P.ERMIT;S.UBMITTAL Calculations, Survey, Drainage Control Plan 2 Elevations,Architectural 3 AND 4 Existing Covenants (Recorded Copy)4 Exlsting;Easements:(Recorded;Copy). ,...••:.:;,:. 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RehabilitationPlan 4.:.::.:::::,:.::.::....:.... ............i:.,:::::.:.. ...... ....... ...... ...............; • ......... .... This requirement may be waived by: ' T y 1. Property Services Section PROJECT NAME: �TG ��SOCl�'GC�. if 2. Public Works Plan Review Section ! 3. Building Section DATE: 2-7 (l G f 4. Development Planning Section DEVELOPMENT PLANNING CITY OF RENTON DEC 2 2 2000 RECEIVEh:1d ivision.s\develop.ser\dev.planing\waiver.xl s REVISED 5/17/00 or---7--OPMENT SERVICES DIVISION • , WAIVER OF SUBM1 . AL REQUIREMENTS FCii: LAND USE APPLICATIONS MODIFIEDLAND USE PERMIT SUBMITTAL WAIVED::::::::::: REQUIREMENTS BY BY Screening Detail 4 Street Profiles 2 Title Report or Plat Certificate 4 /4/d' #(/141‘1,1 "11 44.P.9 • Topography Map(5'contours)3 Traffic Study 2 Ae-pil jeze-7.-/f/11/ Urban Center Design Overlay District RepOrt Utilities Plan Generalized 2 1 Wetlands Delineation Map 4 . .. • . .......... .1 . ... •.••• • Wetlands PlantingPlan. . , . 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'n2::.•. • ,z-" _' EL^ R' NTiS SiQN� — /FL 3 _ z�A `� slr f 1'k j'; a�, o�n N h�R :;M .,q., 2 _ .. .is '.....a^... , .i f i, I '1 i I ' ' I DE Pl-P`NNING • CITY OF RENTON DEC22210 r :•:::•:»>::•: :<>•;•••••:•::»•>::••:::•:•:::>•>•:;:;>:.:•:::•:••• ••••;::;;: ••:••• • :>:•••::":••"•<:""••••:::>::>:»>::»:>::• >:::;:•:::>:>::::>:;,.: ::::: :•• CITY.• . ....R ( TON ...................•.....•.. ....• . ENVIRONMENTAL . HCKL PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the . quality of the environment. The purpose of this checklist is to provide 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 help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers Or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for,nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the references in - the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. . Environmental Checklist A. ; BACKGROUND Ii 1. Name of proposed project, if applicable: Renton Technical College Technology Resource Center 2. Name of applicant: , Jon Pozega 3. Address and phone number of applicant and contact person: Renton Technical College 3000 NE 4`h Street Renton, WA 98056-4195 Telephone 425235-2463 4. Date checklist prepared: ; ; 10/01/00 5. Agency requesting checklist: Development Services ; • 6. Proposed timing or schedule (including phasing, if applicable): Begin construction: July 1,2001 Building Occupancy: November 1, 2002 7. Do you have any plans of future additions, expansions, or further activity related to or connected with this proposal? If yes, explain. NoI , 8. List any environmental information you know about that has been prepared, directly related to this proposal. N/A I 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. N/A 10. List any governmental approvals or permits that will be needed for your proposal, if known. N/A • 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Construct a new 2-story, Technology Resource Center at the southwest corner of the Renton Technical College campus. The overall building area is approx. 4 ,000 sf,• the building footprint area-is approx. *,000 sf. The new Technology Resource center will have a new library, lecture hall, computer commons and classrooms, Faculty Learning Center, Instructional Assistant Program, and faculty offices. Vehicular and pedestrian circulation access will also be included in this project. it it 2 • g Environmental Checklist 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, inciluding 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 topographical 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. Southwest corner of the Renton Technical College campus. Address: 3000 Northeast 4th Street, Renton, WA 98056-4195. The campus is located,at the corner of Jefferson Ave. Northeast and Northeast 4th Street. B. ENVIRONMENTAL ELEMENTS 1. EARTH • a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other. b. What is the steepest slope on the site (approximate percent slope)? The steepest sl pe onsite is approximately 5%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agriculture soils, specify them and note any prime farmland. The geotechniical report describes soils.in the area as consisting of three layers: topsoil glacial recessional outwash and glacial till. Recessional outwash is sand and gravel that is deposited by streams that issue from the continental glacial ice as it receded. Glacial till is • very dense poorly sorted material that is deposited at the base of the glacier. d. Are there surface indications or history of unstable soils in the immediate vicinity? . If so, describe. There are no surface indications of unstable soils in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Minor grading activities are anticipated with the new construction. Due to the relatively flat • site (<5' vertilcal relief) we anticipate minor grading activities associated ,with the new building construction. Cut and fill will be balanced where practical. Structural fill, if required, would be obtained from off site sources if not available on site. Preliminary cut and fill volumes are as follows: cut volume 1300 cubic yards;fill volume 1600 cubic yards f. Could erosion occu as a result of clearing, construction or use? If so, generally describe. Erosion will be minimal as stated in the soils report. Controls will include those items described in 'h.'below. g. About what percent of the site will be covered with impervious surfaces after. project construction (for example, asphalt or buildings)? The project site is located on a small portion of the overall campus. The proposed project will bring the campus impervious surface area to roughly 65%. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any? During construction, temporary erosion and sedimentation controls will be provided in accordance with King County Ordinances. 3 Environmental Checklist 2. AIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industriallwood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. None anticipated. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: N/A 3. WATER a. Surface Water 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal steams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are no known surface water bodies on or in the immediate vicinity of the site. II 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. N/A 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 MI'the source of material. N/A 4) Will the proposal require surface water withdrawals or diversions? Give the general description, purpose, and approximate quantities if known. N/A I l 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. N/A 6) Does the proposal involve-any discharges of waste materials to surface waters? If so, describe the type lof waste and anticipated volume of discharge. N/A i I 4 11 � ' • Environmental Checklist b. Ground Water: 1) Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. N/A 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...; agriculture; 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. N/A c. Water Runoff(including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include qur. antities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff would be expected from impervious surfaces as a result of site development. These surfaces would be found associated with buildings, roadways,parking lots, access walkways, and other hard surfaced project components. Surface water runoff will be routed to storm water detention system designed in accordance with City. of Renton requirements. Upon leaving the site, the runoff will then discharge the site to the existing City of Renton storm drainage system. I 2) Could waste materials enter ground or surface waters? If so, generally describe. Waste material from parking lots, such as oil drippings could reach surface waters. Oil water separators (water quality vaults) will treat surface water runoff from all new proposed parking, areas. d. Proposed measures to reduce or control surface, ground, and runoff water. impacts, if any: Compliance with retention/detention requirements as described in c. 1)and c. 2)above. 4. PLANTS a. Check or circle types of vegetation found on the site. X deciduous tree: alder, maple, aspen, other X evergreen tree:. fir, cedar, pine, other X shrubs X grass -\ pasture crop or grain wet soil plants: cattail buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? An existing lawn area equal to the building footprint and proposed re-landscaping plan will be removed. • c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the'site, if any: All mature trees will be saved where possible. Both ornamental and native landscaping is proposed surrounding the building. • Environmental Checklist 1-, 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: 1 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. I c..• Is the site part of a migration route? If so, explain: The Pacific flyway d. Proposed measures to preserve or enhance wildlife, if any: Use of native plant materials y 6. ENERGY AND NATURAL RESOURCES -, a. What kind of energy • W (electric, natural gas, oil, wood stove, solar) will be used to meet the completedProjects energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be used as the primary and only source of heating energy for the building. Electricity will be used to power pumps, air conditioning, lighting and communications systems. b. Would your project affect the potential use generally describe. of solar energy by adjacent properties? If so, No. c. What kinds ofl energy conservation features are other proposed measures to reduce,or control energy mpacts,hf anyns of this proposal? List A fan powered variable air volume air handling system is being considered for conditioning the building. This type of air handling system reduces the air delivery during heating and hence the energy consumed by the fan motors. Variable air volume also makes use of heat recovered from the lights convected into the ceiling plenum as the first stage of heating. This reduces dependence on the primary heating source, natural gas. High efficiency electrical motors will be specified throughout.I Other forms of energy conservation include high efficiency glass (low e) and sun/weather screens over many glass areas facing south, east and west. II - 7. ENVIRONMENTAL!HEALTH a. Are there any environmental health hazards, including exposure to toxic chemical, risk of fire and explosion; spill or hazardous waste, that could occur as a result of the proposal? If so, describe. No. j 1 1) Describe any special emergency services that may be required. No special emergency services are anticipated. • 2) Proposed measures to reduce or control environmental health hazards, if N/A any: i 1 6 II Environmental Checklist b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation,other)? Some traffic noise from Northeast Fourth Street. 2) What types and levels of noise would be created by or associated with the project on a short- term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-Term Basis: Noise associated with construction Long-Term Noise: None anticipated. • 3) Proposed measures to reduce or control noise impacts if any: Restrict noise-generating construction to hours recognized by local noise ordinances. Refer to construction mitigation description in the Land Use Submittal. 8. LAND AND SHORELINE USE • a. What is the current use of the site and adjacent properties? Current site is owned by Renton Technical College. Site adjacent to the west is single-family residences;si;ie adjacent to the south is used for commercial activities. b. Has the site been used for agriculture? If so, describe. No. • c. Describe any structures on the site. Approximatelyfcfteen(15)educational college buildings arranged in a campus setting. d. Will any structures'be demolished? If so,what? No. e. What is the current zoning classification of the site? IL(P) - Industrial Light(Public) f. What is the current comprehensive plan designation of the site? Center Institution g. If applicable,what is the current shoreline master program designation of the site? No. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. • Approximately how many people would reside or work in the completed project? Approximately20 people, broken down as follows by program area: - Library: 5 full-time employees,3 part-time employees • - Instructional Assistant Program: 1 Instructional assistant - Faculty Teaching&Learning Center: 1 administrator and 2 classified employees - Computer;iCommons: 1 classified staff - Other: 2 Maintenance/custodial staff;and+/- 7 instructional staff 7 • • , Environmental Checklist j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I Proposed measures to ensure the proposal is compatible with existing,and projected land uses and plans, iflany: Similar building materials used elsewhere on campus will be utilized, including: tile roofing, , masonry walls, and aluminum fenestration. There will be new landscaping and improved pedestrian and vehicular circulation. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or • low-income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N/A II c. Proposed measurjes to reduce or control housing impacts, if any: N/A 10. AESTHETICS I I ; a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterio i building material(s) proposed? Tallest height of structure is 43 feet above grade. Principal exterior materials are brick masonry, metal panels,'aluminum framed glazing, and concrete tile roofing. b. What views in thlel immediate vicinity would be altered or obstructed? In our estimation, no views will be adversely affected. I c. Proposed measures to reduce or control aesthetic impact, if any. Use of quality building materials, additional landscaping and new courtyards, and retainage of nearly all the existing landscape trees at perimeter of site. 11. LIGHT AND GLARE ! a. . What type of ligl•it;or glare will the proposal produce? What time of day would it mainly occur? None anticipated. b. Could light or glare from the finished project be a safety hazard or interfere with'views? No. • • II 8 li l I Environmental Checklist c. What existing off-site sources of light or glare may affect your proposal? No existing impacts known. d. Proposed measures to reduce or control light and glare impacts, if any: N/A 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? • There are none available on the Renton Technical College Campus. b. Would the proposed project displace any existing recreational uses? If so describe. No. c. Proposed measures to reduce or control impacts on recreation, including recre, opportunities to be provided by the project or applicant, if any: N/A ' 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservE registers known to be on or next to the site? No. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cull importance known to be on or next to the site. None of the above is known to exist in the vicinity of the project site. c. Proposed measures to reduce or control impact, if any. N/A I 14. TRANSPORTATION a. Identify, public streets and highway serving the site, and describe proposed access to existing street system. Show on plans, if any. Proposed access is from existing campus entrances along Monroe Avenue NE. b. Is site currently serviced by public transit? If so, what is the approximate distance to nearest transit stop? Site is served by King County Metro Transit;bus stop on site. c. How many y parking spaces would the completed project have? How many would the proj eliminate? The campus will have approximately 866 parking spaces which includes some new stalls. No loss of parking will result. 9 iI • '' Environmental Checklist I d. Will thel proposal require any new roads or streets, or improvements to existing roads o streets, not including driveways? If so, generally describe (indicate whether public or private?) No. • ( e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. 1 f. How man vehicular trips per day would be generated b the c indicate when peak volumes would occur. y ompleted project? If known, The new facility will serve students already on campus. There are no additional vehicle trips per day anticipated. g• Proposed Measures to reduce or control transportation impacts, if any: N/A I 1 15. PUBLIC SERVICES I 'I • 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. ' None anticipated. b. Proposed measures to reduce or control direct impacts on public services, if any. N/A 16. UTILITIES a. Circle utilities Icurrently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: Electricity, natural gas, water, refuse service, telephone, sanitary sewer. `, b. Describe the lultilities that are proposed for the project, the utility providing the service general construction activities on the site or in the immediate vicinity which might be needed. - Below grade storm and sanitary sewer system, water,phone and gas: connection to public right-of-way main lines. - Below grade fiber optic cable, electric power: from on-campus systems. I it II C. SIGNATURE I, the undersigned, statelthat to the best of my knowledge the above information is true and complete. It is understood that thel lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there by any willful misrepresentation or willful lack of full disclosure on my part. 1 1 t Proponent: Name Printed: p 4. - Date: 1 , it 10 Environmental Checklist D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS li Tli(. esee`sheets`sho uld;onl „.be.used 1:0 40.�' Y tors` valvix 'cieeisiaus"3 .,�,. „$:.�. of°policies;"�1air�sand�::', programs:.'•You do not need to fill' ;c rid', �._ out'ftese>�heetsNfbr"ro ec ";_% _e ;1?: j 151Ct2olCis.En;- .t°, ,'. �;,:°;:•, Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. , II 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: i 2. How would the proposal be likely to affect plants, animals,fish, or marine life? Proposed measures to protect or conserve plants, animals, fish or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How wou ld the proposal,be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection: such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to proltect such resources or to avoid or reduce impacts are: 5. 'How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline-uses incompatible with existing plans? Proposed measures to avoiid or reduce shoreline and land use impacts are: it 11 4 i + Environmental Checklist • 6. How would the proposa} Ibe likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s)are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. I i- • 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 withdraw any declaration of non-significance that it might issue in reliance upon this i checklist should there by any willful misrepresentation or willful lack of full disclosure on my part. Proponent: li Name Printed: II Date: • I - II . I li II Ii 12 • • • Renton Technical College Technology Resource Center November 3, 2000 it Development Services Division, 1055 South Grady Way Renton,Washington 98055 Re: Site Plan Approval-Level 1 Construction Mitigation Description Project Name: Technology Resource Center Size: Approximately 47,000sf Location: Renton Technical College 3000 N.E 4th Street Renton,Washington 98056-4195 The approximate construction schedule is: Start construction: 1 July 2001 End construction: I November 2002 1 Due to the proximity to the residential neighborhood the construction work hours shall be restricted to the to the hours between 7:00 a.m. and 8:00 p.m.,Monday through Friday. Work on Saturday shall be restricted to the hours between 9:00 a.m. and 8:00 p.m. (no work on Sunday)(per Dev. Reg.4-4-030C, 3a.) hours between Hauling hours shall be restricted to the 8.30 a.m. and 3:30 p.m.Monday through Friday. The Hauling route shall be finalized prior to issuance of building permit. In the vicinity of the campus the proposed temporary construction site access routes are as follows: (see attached"Construction Access Diagram") I • Construction Vehicle Entrance Option A Head West on NE 4`11 street Right turn through the restricted driveway onto the proposed campus construction site. • Construction Vehicle Entrance Option B Head South on Monroie Ave. Right turn onto campus through central parking area to the construction site. 1I • Construction Vehicle Exit]route, Option A DEVELOPMENT PLANNING Exit east via the central parking area,through campus. CITY OF RENTON Right turn onto Monroe Avenue. • Construction Vehicle Exit route Option B DEC 2 2 2000 Exit south through restricted driveway DECEIVE® Right turn onto N.E.'4`s Street. Construction Mitigation Description S.M.Stemper Architects Page 1 of 2 • Renton Technical College Technology Resource Center This temporary access off N.E.4th St. and use of the restricted driveway will facilitate through truck delivery and hauling, as is required for projects of this size. This proposed circulation pattern will allow traffic to flow efficiently on and around campus during the construction period. Furthermore, allowing right turn only access at the campus entrances will minimize the impacts on traffic and transportation. Currently, the driveway on 4th is limited to fire department vehicles only. Our request is to allow temporary access for construction vehicles only a tithe restricted driveway. The driveway would remain clear at all times for fire dept vehicles. Should waiting periods occur for hauling(excavation and concrete trucks)either street use permits will be required or an on-site loading area will be utilized, again always keeping a twenty-foot fire lane clear. Additionally,measures to reduce erosion, sediment,dust, mud and other noxious characteristics will be specified to the contractor. These measures will include a temporary erosion control(TESC)plan designed in accordance with the KCSWDM and Best Management Practices(BMP).Briefly the measures will consist of: • Staking of development area and grading. • On site erosion control measures(silt fences,catch basin protection, seeding/covering large disturbed areas.) • Stabilized construction entrance/exit and wheel cleaning stations. • Prompt removal of construction debris. More detail regarding this matter is described in the Civil Engineer's Level 1 Drainage Report(Section VI, page 8). Sincerely, P Aiello� � i Project Architect S.M.Stemper Architects Attachment: Construction Access Diagram 111/2/00 Construction Mitigation Description S.M. Stemper Architects Page 2 of 2 . . . . . • . . - N . ,c.-.).„ ; ll _ . '-,N "57.1•', (•:-:' vc3\ 'A .\;.L...,\,... f3,., ;al';,..,:., , i___, , 1 1-71:7A5s I..; ....0 :..e:/ 1.... - ! i .„... :2 4 ; r• - ,1 —...:. 1-,—,------t • ... ., ..14-7,,, \\NN.,,,.:„..„. ---;._,-f •,:..)/r—T-1-:----, i : ,, ,..„5...., r '.."' , J • L.": r). , 'Kr '.... i. '''''j.a.,,A.7...._•, 44.`, ‘:::sa ,r q- i 1 1..?. / . Z ,•%. ___ , 11 S Pi,,,,,A-9.p,-0,-;.5 I•e- ' . '-‘5,- -• r--., . j > f 1 >.----•-•---t•r.j--.:.;7,; , .i.sT,,ipt-_32..,_.',. L:C. L!.!",zT ARE A ‘s,„; i I-,; ::.ctLij . ' . Z . . ... 0- ----- -----, ;d E PROPOSED ,-„5 i . I — • 7 _ ,.i.? .0 , 2 \%, ---1 L__ : m a ____________________________i i \) : V 7, 4,,.'" <,,,• CONSTRUCTION , ,,,. . .t.,-.- ..> , . , , i ---- '-'''' '•'-' ' -.,i‘r./"").„ . 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III, ,k1-•40„f:).,.1 ' - I L _ e..,-.,):7:".,S:„-3,.7•,'-6,.7.",-_7 A-_"._ i.O ...i.;N.•f ....... ''- -''''.. i — i f-------Nr.-z-,-- ) ,---- .._•-- ,, , , 1 / / .,.,".- -'.• '. I PROPOSED USE OF FIRE DEPT. /. / ,y,'''',,/,/,•,--11,/,/z i,---— -1‘.:-.', 1, -. -1 i.--- DRIVEWAY. TO BE UTILIZED FOR , ..., ././ • ...--,-: , TEMPORARY CONSTRUCTION ACCESS. 3-(c,f1 . ! - - ! I ,. • :.9.+.,i.: ...1) .. I A „ . 1 ......._........_......,_ii ..,,,,<•.• ___. . , • ___..____.,, ,. I........ ,, , J , . CONSTRUCTION ACCESS DIAGRAM .• NORTH 1111= 200' 0 100 200 400 600 1.......rwm°1 1 • , • 1"= 200' Hil • 2. oc, • . . • 1 1 . CCU ; 02A S z="/ v C 1S ,(- 2 ' y SPA 1 ®EVELO CITY pPMEF REoNNING . I DEc z z 2000 RECEIVEI) DEVELOPMENT PLANNING CITY OF RENTON RENTON Planning/Building/Public Works DEC 212000 MEMORANDUM RECEIVED DATE: July 27; 2000 TO: Pre-Application File No. 00-81 FROM: Elizabeith Higgins, AICP, (425)430-7382 SUBJECT: Renton Technical College Resource Center Preapplication Comments Applicant: Paul Aiello, S.M. Stemper Architects Project Name: Renton Technical College Resource Center Project Address: 3000 NE 4th Street (NE 4th and Jefferson Avenue NE) General: We have completed a preliminary review of the preapplication materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the preapplication submittals made to the City of Renton by the applicant and on the Codes in effect on the date of the review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code and the City of Renton Development Regulations. The Renton Municipal Code is available for use at the City Clerk's office (7th floor of City Hall), the Customer Service Center(6th floor of City Hall), and the Renton Public Library. The Development Regulations are available for purchase for $55.00, plus tax, from the Finance Division on the first floor of Renton City Hall. Project Proposal: The project proponent wishes to obtain Level I Site Plan approval for construction of a 45,767 or 45,958 sf building to be used as a resource center (library). The project will be an additional building on the campus of the Renton Technical Center. RTC consists of fifteen existing buildings located between Jefferson Avenue NE and Monroe Avenue NE and between NE 4th Street and NE 7th Street. ill \ II CITY'OF RENTON Planning/Building/Public Works MEMORANDUM July 27, 2000 Page 2 Zoning: The property is in an Industrial = Light, Public Use [IL(P)] Zone. The use has already been established in this zone at this location. The adjacent zoning,. across Jefferson Avenue NE to the west, is Residential 8 (R-8). The adjacent zoning to the south is also IL(P). , The Comprehensive(Plan Land Use designation is Center Institution. P � Land Use Permits;Required: All development in IL Zones is subject to the Level I Site Plan Review and Approval process. The purpose of the,Site Plan Review is to ensure that the site plan of proposed uses is compatible with existing and potential uses and complies with plans, policies, and regulations of the City of Renton. The Level I Site Plan Review criteria are:, 1. Conformance with the Comprehensive Plan, its elements and policies; 2. Conformance with existing land use regulations; 3. Mitigation,of impacts to surrounding properties and uses; 4. Mitigation of impacts of a proposed site plan to the site; 5. Conservation of areawide property values; 6. Safety and efficiency of vehicle and pedestrian circulation and access; 7. Provision of adequate light and air; 8. Mitigation of noise, odors and other harmful or unhealthy conditions 9. Prevention of neighborhood deterioration and blight; and, 10.Review of signage. • If the project, as submitted, remains below the threshold for a public hearing, the Site Plan Approval!will be administratively reviewed by the Development Services Department Director or their representative. The proposed project is above the threshold for,exemption from State Environmental Policy Act requirements, therefore, an environmental checklist review and environmental determination by the Environmental Review Committee will also'be required. The Environmental Review Committee makes a determination of non-significance, determination of non-significance with mitigation, or a determination of significance. The Environmental Review Committee may also determine that a public hearing will be required, in which case, the Hearing Examiner will conduct the Site Plan Review. Staff believes this is unlikely to occur however. An appeal of the Environmental Review Committee's determination would also result in a public hearing before the Hearing Examiner'. CITY OF RENTON Planning/Building/Public Works MEMORANDUM July 27, 2000 Page 3 The processing time for the Environmental Review Committee decision and Administrative Site Plan Approval is 8 to 10 weeks, assuming no appeals are filed. The fee for the combined process is $1500 ($1000 for the Administrative Site Plan Review and one half the Environmental Review fee of$1000), plus $0.33 for each mailing label. The applicant will be provided with a complete Environmental Review and Site Plan Approval application package with a copy of this memo at the Preapplication Conference. Building and Utility Construction Permits Required: A building permit and a utilities construction;permit will be required. At the applicant's option, these permits may be submitted simultaneously with the site plan application. The processing time fora new building permit is approximately 6 to 8 weeks. Timing for the utility permit is less. Lot Coverage: The maximum lot coverage for buildings in the IL Zone is sixty- five percent (65%). ;A site analysis by the applicant, demonstrating that this requirement is being met, will be required at the time of submittal. Building Height: The proposed building height of 43' is below the maximum of 50'. Regardless, additional height may be allowed, if necessary, based on the "community use" of the facility. Setbacks: The IL Zone requires a minimum setback of 20 feet when adjacent to residential zones (the adjacent zone is Residential 8). This setback has been indicated on the conceptual plan. A 20 foot landscaped setback is also required along NE 4th Street (south of the proposed building)lbecause 4th is an arterial. If landscaping is not existing to remain, it will have;to be provided. Landscaping: All!portions of the site not covered by buildings, structures, required parking, access, circulation, or service areas are to be.maintained as permeable areas and improved with native, drought-resistant vegetative cover. Adequate means of irrigation, however, must be provided. Screening: Outdoor loading, garbage, refuse, or dumpster areas must be screened by a fence, landscaping, a landscaped berm, or some combination thereof, to achieve adequate visual or acoustical screening. Garbage, Refuse, or Dumpster Location: The garbage, refuse, or dumpster area cannot be located within 50 feet of the adjacent residential zone. They cannot be located within setbacks. CITY OF RENTON , Planning/Building/Public Works MEMORANDUM July 27, 2000 Page 4 Parking: All parking must be on site, no parking on public streets is permitted. The application will have to indicate, on the submitted plans, how much parking is both required and provided. The parking requirement for colleges is one parking stall for each employee plus one for every five students. While the number of students attending RTC may not be increased due to this proposal, the analysis must demonstrate that the total number of spaces available on the campus meets the requirement, based on the total number; of employees and students. Americans with Disabilities Act requirements for parking must be met. Sensitive Areas: The site is indicated on the City's Sensitive Areas maps as being within Aquifer Protection Area 2. Environmental Mitigation Fees: Typical Environmental Mitigation measures include the required Fire Mitigation Fee of$0.52/square foot of building and Transportation Mitigation Fee of$75/new trip generated by project, based on ITE Trip Generation Manual, 6th ed. cc: Paul Aiello a cm ♦ CITY OF RENTON CO. NTC FIRE PREVENTION BUREAU MEMORANDUM DATE: July 18, 2000 TO: Elizabeth Higgins, Senior Planner FROM: Jim Gray, Assistant Fire Marshal 5 SUBJECT: RVTI Technology Resource Center, 3000 NE 4th St. Fire Department Comments: 1. The preliminary fire flow is 3250 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. A fire mitigation fee of$23,798.84 is required based on $.52 per square foot of the building square footage. 3. Separate plans and permit,are required for the installation of sprinkler and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of°all portions of the building exterior. Roadways are a minimum 20 in width with a turning radius of 45 foot outside and 25 foot'inside. 5. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. 4. S.M. STEMPER■ ARCHITECTS I July 12, 2000 Development Services Division 1055 South Grady Way Renton,Washington 98055 Attention:Laureen Nicolay Re: Preliminary Project Review Proposed Building: Technology Resource Center Renton Technical College 3000 N.E 4th Street Renton,Washington 98056-4195 Dear Ms. Nicolay • The following information is pertinent to development of the new Technology Resource Center Building that is proposed for Renton Technical College(RTC). RTC has been working on pre-design and programming for this facility with our team of consultants since 1998. We are proceeding with the final design the - building in conjunction with;RTC and the State of Washington. We request that the City of Renton,Development Services conduct a preliminary review'of the proposed construction project. Our permit schedule follows: 7/14/00 Preliminary Review Submittal 7/27/00 Preliminary Review Meeting 8/27/00 Site Plan Submittal,Level 1: Includes Master Land Use Application,SEPA Checklist,and associated documentation. 3/1/01 Building Permit Submittal 7/1/01 Construction Begin Current Uses and Improvements: • The RTC campus includes fifteen existing buildings. A3 and B are the typical occupancies. • The proposed resource center is to be located on the last undeveloped land on the RTC Campus. The western spine of the building parallels Jefferson Avenue N.E. The south end visually defines arrival at the campus on N.E.4th Street. The lecture hall at the north end abuts a green area adjacent to Kirkland Avenue N.E. A courtyard, circulation and landscaping are planned within the campus at the west side of the building. • • The existing site of the proposed building is a relatively flat open lawn with perimeter plantings. Existing landscape plantings will be retained as a buffer between the campus and the adjacent residential development. OLYMPIC TOWER • SUITE 100 • 217 PINE STREET• SEATTLE,WA 98101 • (206)624-2777• FAX(206)624-2973 ■ Proposed Site and Building Improvements and Additions: (Refer to site plan) • • The existing college property use is to be maintained. The occupancies of the proposed building are A3 and B. • Building square footage:45,767 • Construction cost: Approximately$8,000,000 • Building description and height: The proposed building is two stories with a pitched roof on library portion. A flat roof is proposed on the lecture hall and at the main entry. The height is approximately 43, feet to top of library roof structure. The exterior walls will be clad with brick and metal veneer. • Construction: Type II 1-hour construction with automatic sprinklers substituted for 1-hour construction • Foundation: Slab-on-grade,with some re-grading and excavation for footings. • Existing landscape buffers will be retained along setbacks and roadways. • Parking will be added at the south end of the building. The existing central parking lot will be re-striped. Also a new parking lot at Building"F'will be fully paved and striped to provide additional spaces. • A landscaped pedestrian plaza and circulation walkways will be developed inside the campus on the east side of the new building. • Water quality will be maintained with a new detention vault and oil separator/water quality vaults at new paved areas. • Storm water will be detained on site at the northwest side of the resource center. • Basic program areas include: Library,Computer labs,Lecture hall,Faculty Teaching and Learning Center, and an Instructional Assistance Program • Solid waste and recycling areas,as well as HVAC will be screened from view per code requirements. • Fencing parallel to Jefferson Avenue N.E. will be retained • Fire and emergency access are to be maintained at Jefferson Avenue N.E. as well as at the south parking turn-around. Issues of special concern: • Within the parameters and timeline of the construction review process,do you foresee problems meeting our construction schedule? • Are there any manageable criteria whereby the existing sewer could be left in place under the building? (See keynote 6) Currentjbuilding plans include rerouting the pipe around the building and reconnecting it. • We are proposing emergency and fire department access through the fence at Jefferson Avenue. (See keynote 11). Access would be established by installing a locked entry gate in the fence that would be used by emergency personnel only. We could also include panic hardware for egress. How many points of entry should be planned? We currently include one 8-foot wide gate entry adjacent to the main access point and within 30' of the fire sprinkler riser room If there are further questions regarding this submittal,feel free to contact me. Sincerely, Paul Aiello% Project Manager, S.M. Stemper Architects AUG-19-2000 09:43 C OF RENTON • 425 430 7300 P.02/03 • • CITY OF RENTON MEMORANDUM DATE: August 17, 2000 TO: Elizabeth thy/Higgins FROM: ; Paul Lumbert° SUBJECT: Technology Resource Center(RTC) Preliminary Application • r � Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon 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, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. _ Sanitary Sewer: The site is served by existing sewer main located in City held easement running from east to west through the south side of the•site. The above main would require rerouting around the south side of the new proposed building or placed in a steel sleeve under the new building. If the City vacated the existing on-site lines, the system would then become private and only serve !RTC, then more options would be available for sewer location. The new building would)be required to.pay (SDC) fees and East Renton Interceptor Sewer (SAD) fees. The new building would require a sidesewer connection at $80/each. Wastewater(SDC) fees of$0.078/sq. ft. of gross site area will be required. AUG-18-2000 09:43 ( OF RENTON 425 430 7300 P.O3/O3 kgst 17, 2D00 kw2 Water The site is served by water mains as follows: 1. 10" main located in NE 4'h St 2: 8" main located in Jefferson Ave NE Any new water main, fire hydrants or fire control system (sprinklers — DDCVA) will be required to met fire flow and Fire Dept. 'Codes/Regulations. The site is served by the 435 Pressure Zone and has static pressure in the main at 44 PSI (435-332 Elevation = 103 x .43 =44.29 PSI). New water meter for domestic service must meet current UPC Standards for size. All water lines must have 10' minimum clearance from sanitary/storm lines that run side by side. Water (SDC) fees of$0.113/sq.ft of gross site area will be required. Storm Drainage: The storm drainage plan and temporary erosion/sedimentation control plans shall be in accordance with the 1990 KCSWDM as adopted by the City. Water quality will be required for all new impervious surface, subject to vehicular use installed on the site by the project. Surface Water (SDC) fees of $0.129/sq. ft. of new impervious surface installed on the site • by the project bill be required. Street Improvements: The site has existing curb, gutter, sidewalk, and street paving on adjacent streets. Traffic mitigation fee of$75/trip will be required. General: Construction permit fee's will be required for construction of water mains, side sewer, storm drainage system 'and street improvements.. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the cost. Half of the fee must be paid upon application for building and off/on site utility and street improvement construction review. The remainder shall be paid when the permits are issued. h:erhlpreapp10081 TOTAL P.O3 RUG-18-2000 09:42 ( OF RENTON 425 430 7300 P.01/03 c 0. 11 CltvotRenton ♦ �a + Development Services Division • 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: August 18, 2000 TO: Paul Aiello FROM: Elizabeth Higgins, A/CP/ASLA S.M. Stemper Architects Senior Planner Development Services Div. Development/Planning Phone: (206) 624-2777 Phone: (425) 430-7382 Fax: (206) 624-2973 Fax Phone: (425) 430-7300 SUBJECT: RTC Tech Resource Center Number of pages Including cover sheet: 3. Engineering Review Notes REMARKS: ❑ Original to E Urgent ❑ As ❑ Please g For your ( be mailed Requested Comment review Call Paul Lumbert at 425-430-7304 if you have questions. • • Renton. Nheed of the curve , ' prey ice tc/V re X. v4 * . R i • 46 f G • D , :I ,. le foili. • ' t• !_e y V ¢tQc •• m • m } • l0 A LA W. e i col r N Ca \ . - -- — — Sift t- I - . , vst /' P . t o , . . ... . -n . i m • 1i . Vet c g ..... ......... 0 z i , • 1 , N j , f SIR 10 Ati/V, . 1 r +-� 111,-.. , NEW t►.N- TlI • '��� Cyr,� r . r i.:00............. 97 \ ''"" •••• 20.011/7(••••sib '0* 4.11 ages.40 0. fr. . &wire.. tn.tillp•...“••••• Om • D Val „ . ry m - + b+ , tv m R G-21-2000 09:33 ! c'T— OF RENTON 425 430 7300 P.01/02 , Y 0 °� City of Renton • ( + ♦ Development Services Division 4 � 1055 South Grady Way, 6th Floor Renton, WA 98055 Date: August 21, 2000 TO: Paul Aiello I FROM: Elizabeth Higgins, A/CP/AS S.M. Stemper Architects Senior Planner Development Services Div. Development/Planning Phone: (206) 624-2777 Phone: (425) 430-7382 Fax: (206) 624-2973'\ Fax Phone: (425) 430-7300 SUBJECT: RTC Tech Resource Center Number of pages Including cover sheet: 2 Engineering;sketch REMARKS: ❑ Original to [ Urgent ❑ As ❑ Please El For your i be mailed Requested Comment review Paul's sketch, FYI. Call Paul Lumbert at 425-430-7304 if you have questions. • Renton. . 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E d.r1 O fl d S- .I.4 1762 i • \'\z #I 1 ,601 $„ •-•• 1523_.' i ---'---...._,.. '; 083 I I 1 ; O .• , 1807 1811 fal ' 87� 608 .: :.:..._.._-.... , 1152E . ;� i W +'� � `.: „ c0I 1 0 y•. S22 ,+ ` I 1 _'', ..- 1785_ I t ` ♦�/ •..- 248 p �` �� f 1808 16tz _...... . • • ,,1 '. .17U; 6 R7 j 1 :j I 1813.. i �� I. 1788 6 a , 1 1803 ! 4,55 4552 ; ; 1e14 \' 44oT`' „ �_�I -� 1815 F ale : •N 4th: � ; ;� � - PS ernd , 1787 •r" '` •1818 • I i ! I _ins \ •.,,._....:.,_. ...__..._.• 1T90 'Zj i ;co % 6/ =.4,., I N • f 1526 „ ' „-'-i" 1791 x,:, • ..._-'-,' . 1col Jeri „ I 1 " .0 • ; 1527 , n i 4th St. R., 163 l0 ► ! -• -e-i-64 1 C,S1 1.29 ......:: -152a .- 1834 1831 i 1829-;.-'-- -"-; 2799 8711• I 1 _I --.1-2 • 27®4 c3e75 3876 r, r' ; w Si red_ F5 - 16 T23N R5E W 1/2 Pla *~oY °`.6 UTILITIES DIVISION ---- Renton City Limits o i:4600 4�t) E5 ,.. P/B/PW TECHNICAL SERVICES eo 'P .e. 0 7✓00 9 T23N R5E W 1/2 • • 1 Renton Technical College Technology Resource Center Design Development Phase Pre-application Meeting Minutes of Meeting DATE: 27 July 2000 BY: Paul Aiello We believe the following record to be an accurate summary of decisions and related discussions. We would appreciate notification of exceptions to this record within ten(10) days of its receipt. Follow up action item appear italicized. PRESENT: Elizabeth Higgins Renton, Senior Planner James Gray Renton,Assistant Fire Marshall Paul Lumbert Renton Public Works Engineer Barry Baker RT1C Paul Aiello SMSA Jerry Osborn SMSA Juliet Anderson SMSA AGENDA Review the site development,building,and the future submittal requirements for the proposed Technology Resource Center on the Renton Technical College Campus Fire 1.1 Mr. Gray summarized his review comments(see attached). 1.2 Fire hydrants: Locate on plan The use of the existing hydrants is allowed providing they meet the distance requirements specified and they are fitted with a"stoz?"valve. (Appears we need to add(1) hydrant) 1.3 Jefferson access is OK,maintain 150 feet minimum spacing. (Need(2)points of access through fence). Gate through fence keyed for fire access is adequate. 1.4 Fire Flow to be determined based on sprinklers. Civil 1.5 Mr.Lumbert described his comments. Mr. Lumbert will follow up with typed review comments. 1.6 Sewer: There was a discussion about the location and service of the existing line under the proposed building. Basically if the line its a"main" it will need to be rerouted around the building. Additional information such as an easement will also be required. If the line is a side sewer,serving the College only, then the line may be sleeved in place. Mr.Osborn noted there was some major utility work recently completed which may have routed the main flow away from the pipe in question. Mr.Lumbert is to follow up with his office since his drawings were not necessarily current and represent the system schematically. 1.7 Sewer: Will be required to submit a metro form at time of building permit application. • 1.8 Water: (2)Water pressure zones for the project. Appears that the majority of the building will be served on the 435 Low Pressure Zone. Pressure is derived by the following(435-elevation* .43=Pressure) 1.9 Water(Fire): Fire controls and check valves to be further reviewed when proposed layout is available. Approximate location indicated off Jefferson Ave.appeared adequate for Mr.Gray and Mr.Lumbert. Street access and easement required for DDCVA. 1.10 Water(domestic): Main to meet fixture count and UPC. Special valve provisions required if greater than 2" line. 1.11 Water lines to maintain 10 ft.clearance from sewer. 1.12 Storm: Renton adopted and uses 1990 King County Surface Water Code. 1.13 Storm(water Quality): Only new parking areas are required to meet water quality standards. S.M. Stemper Architects Minutes of Meeting • Renton Technical College Technology Resource Center Design Development Phase Pre-application Meeting Minutes of Meeting 1.14 Storm(detention):required for all new impervious areas(delta() (verify w/forthcoming notes from Mr. Lumbert) 1.15 Lighting: Upgrade to street lighting may be required. Public Right of Way to be developed to meet current standards. Discussion as to whether this would be required ensued. Mr. Lumbert to inquire and issue directive. Land Use 1.16 Land Use and Planning: Ms.Higgins provided a typed summary of her comments (see attached). 1.17 Covenant w/Neighbors re: access: Ms.Higgins stated they didn't have a record of such covenant but that it still may be in effect. The title report will show this information. 1.18 Parking: Site plan and quantity counts shown indicated this was not an issue as the project and the campus meet the current parking code standards. 1.19 Neighborhood map: Use 1000'ft circle of notification. 1.20 Ms.Higgins waived several Site Plan Approval issues(see attached) Attached: Fire Marshall Notes Planning Notes cc Attendees • • S.M. Stemper Architects Minutes of Meeting \, l • T� f c • Commom wealth LAND TITLE INSURANCE COMPANY III Commitment For Title Insurance Title insurance since 1876 os4 co 10111 s043:1 • I J • COMMONWEALTH LAND TITLE INSURANCE CO. 14450 NE 29TH PLACE BELLEVLTE, WA 980073697 S .M. STEMPER ARCHITECTS COUNTERSIGNED: 217 PINE, #700 SEATTLE, WA 98101 ' Attn: PAUL 3/1 By: RICH JONES - (425) 646-3510 MIRANDA GIBSON - (425) 646-5390 FAX - (425) 646-3513 ,SCHEDULE A Subdivision Guarantee Order No. H811201 Liability: $ Premium: $250 . 00 Customer No. Tax: 21 . 50 Total : $271 . 50 1 . Name of Assured: S .M. STEMPER ARCHITECTS 2 . Date of Guarantee : NOVEMBER 20, 2000 THE ASSURANCES REFERRED TO ON THE FACE PAGE HEREOF ARE : That according to those publicIlrecords which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See "LEGAL DESCRIPTION: " The estate or interest in the land which is covered by this guarantee is : Fee Simple Title to the estate or interest in the land is vested in: STATE OF WASHINGTON, STATE BOARD FOR COMMUNITY AND TECHNICAL COLLEGES (RENTON TECHNICAL1 COLLEGE) , ACTING THROUGH THE DEPARTMENT OF GENERAL ADMINISTRATIONI subject to the Exceptions shown below, which are not necessarily shown in order of their priority. 1 . Taxes or assessments which' are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on land or by the public records . 2 . (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or (d) water rights, claims or title to water, whether or not the matters. excepted under (a) , (b) , (c) , or (d) are shown by the public records . Page 2 • EXCEPTIONS Order No. H811201 3 . Title to any property beyond the lines of the land expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which said land abuts, ior the right to maintain vaults, tunnels, ramps or any other structure or improvement; or any rights or easements therein unless such property rights or easements are expressly and specifically set forth in the land described herein. 4 . The land herein described is carried on the tax rolls as exempt, however, it will become taxable from the date of execution of a conveyance to a taxable entity and subject to the lien of real property taxes for the balance of the year 2000 . Tax Account Nos . : 722780-0425-02 , 722780-0450-00, 722780-0475-01 and 722780-0500-00 Levy Code : 2100 Assessed Value Land: $0 . 00 Assessed Value Improvement : $0 . 00 AFFECTS : Blocks 16A, 17, 18 , 19 and 20 NOTE : Information relative to the assessed values for land and improvements for exempt property is available from the King County Assessor' s Office which may be reached at (206) 296-7300 or (206) 296-3920 . 5 . CONSERVATION TAX CHARGES for the year 2000, Tax Account No. 722780-0425-02 . Billed Paid Balance $5 . 00 $5 . 00 $0 . 00 AFFECTS : Block 16A 6 . CONSERVATION TAX CHARGES for the year 2000, Tax Account No. 722780-0450-00 . Billed Paid Balance $5 . 00 $5 . 00 $0 . 00 AFFECTS : Block 17 7 . CONSERVATION TAX CHARGES for the year 2000, Tax Account No. 722780-0475-01 . Billed Paid Balance • $5 . 00 $5 . 00 $0 . 00 AFFECTS : Block 18 Page 3 • EXCEPTIONS ' Order No. H811201 8 . CONSERVATION TAX CHARGES for the year 2000, Tax Account No . 722780-0500-00 . Billed Paid Balance $5 . 00 $5 . 00 $0 . 00 AFFECTS : Blocks 19 and 20 9 . NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. City/County/Agency: City of Renton Recorded: June 21, 1996 Recording No. : 9606210966 10 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton Purpose : Sewer and water mains Area Affected: A portion of said premises Recorded: September 23 , 1962 Recording No. : 5475309 11 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : Sewage pipe lines and utilities Area Affected: Portions of Blocks 16A and 18 Recorded: April 9, 1962 Recording No. : 5410648 12 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : Sewage pipe lines and utilities Area Affected: Portions of said premises Recorded: April 9, 1962. Recording No. : 5410649 A portion of said easement right of way was released under King County Recording No. 8105040500 . 13 . The effect of Quit Claim Deed recorded under King County Recording No. 6009513 , copy hereto attached. 14 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : Pump station easement Area Affected: The southerly 60 feet of the easterly 10 feet of said Block 20 Recorded: April 6, 1966 Recording No. : 6010380 Page 4 EXCEPTIONS Order No . H811201 15 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : Sewage pipe lines and other public utilities Area Affected: The northerly 15 feet of the southerly 75 feet of the easterly 40 feet of Block 20 Recorded: March 18, 1969 Recording No. : 6484153 i 16 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : Puget Sound Power & Light Company, a Washington corporation Purpose : Underground electric transmission and/or distribution system Area Affected: The west 8 feet of the east 48 feet of the south 55 feet of Block 20 Recorded: August 6, 1969 Recording No. : 1 6548126 17 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 1, 1985 Recording No. : 8503010534 Regarding: 1 Conveyance of utilities systems 18 . RESTRICTIONS AND CONDITIONS IMPOSED BY CITY OF RENTON ORDINANCE NO. 3894, by instrument recorded on March 22 , 1985, under Recording No. 8503220480 . 19 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Recorded: December 11, 1985 Recording No. : 8512110620 Regarding: Release of damages 20 . DECLARATION OF RESTRICTIVE COVENANTS imposed by instrument recorded on December 11, 1985, under Recording No. 8512110624 . 21 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : Puget Sound Power & Light Company, a Washington corporation Purpose : Guy wires and anchors and 3 poles Area Affected: Portions of Block 16A Recorded: i January 3 , 1986 Recording No. : 8601031060 22 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 12 , 1986 Recording No. : 8603120996 Regarding: Release of damages • Page 5 • EXCEPTIONS Order No. H811201 23 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : For public utilities (including water and sewer) Area Affected: Portions of Blocks 16A and 18 Recorded: June 9, 1987 Recording No. : 8706091482 24 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : Puget Sound Power & Light Company, a Washington corporation Purpose: Underground electric transmission and/or distribution system Area Affected: Portions of Blocks 19 and 20 Recorded: August 17, 1987 Recording No. : 8708170791 25 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : For public utilities (including water and sewer) Area Affected: Portions of Blocks 16A and 18 Recorded: December 29, 1988 Recording No. : 8812290200 26 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee : City of Renton, a municipal corporation Purpose : For public utilities (including water and sewer) Area Affected: Portions of Block 16A Recorded: May 28, 1992 Recording No. : 9205280698 27 . COVENANT BY QUIT CLAIM DEED imposed by instrument recorded on August 17, 1993 , under Recording :No. 9308170245 . 28 . DECLARATION OF RESTRICTIVE COVENANT imposed by instrument recorded on December 23 , 1999, under Recording No. 19991223001294 . 29 . ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, if any, disclosed by Corrected Plat of Renton Highlands No. 2 . RIGHTS OR BENEFITS, IF ANY;, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT (S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. 30 . Easement rights and maintenance agreements, if any, for utilities which may have been granted in vacated streets and alleys prior to their vacation. i 31 . Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon said property; and rights of tenants to remove trade fixtures at the expiration of the term. Page 6 • EXCEPTIONS Order No. H811201 END OF EXCEPTIONS NOTE 1 : WHEN SENDING DOCUMENTS FOR RECORDING VIA U. S . MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: Commonwealth Land Title Insurance Company 1200 Sixth Avenue, Suite 100 Seattle, WA 98101 Attn: Recording Dept . COMMONWEALTH PRE-ADDRESSED ENVELOPES MAY STILL BE USED WHEN SENDING DOCUMENTS VIA TDS (TITLE DELIVERY SERVICE) TO THE ADDRESS ON THE FACE OF THIS COMMITMENT OR TO THE ABOVE ADDRESS . NOTE 2 : The legal description submitted has been modified to comply with the record and the presumed intention of the parties . Closing instructions must indicate that the legal description has been reviewed and approved by all parties to this transaction. NOTE 3 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65 . 04 . Said abbreviated legal description is not a substitute for a complete legal description within the body of the document . BLOCKS 16A, 17, 18 , 19 AND 20 PLAT OF RENTON HIGHLANDS NO. 2 VOL 57 PG S 92-98 BSK/cgg Page 7 Order No . H811201 - I LEGAL DESCRIPTION: Blocks 16A, 17, 18 , 19 and 20 , of the Plat of Renton Highlands No. 2 , Renton, Washington; according to the plat thereof recorded in Volume 57 of Plats, pages 92 through 98 , inclusive, in King County, Washington; EXCEPT any portion of said Block 16A lying easterly of the west line of Lot 16 of Skyland 'Heights No. 2 ; EXCEPT any portion of said Blocks 16A and 17, deeded to the City of Renton for street :purposes, under Correction Deed No . 5716152 ; EXCEPT the south 20 feet of said Block 20 Deeded to the City of Renton for right of way under Quit Claim Deed No. 5410646; TOGETHER WITH those portions of the vacated streets adjoining said premises as would attach by operation of law, vacated under City of Renton Ordinance No. 1951; TOGETHER WITH that portion of vacated Kirkland Avenue N.E. described as follows : The east 15 . 0 feet of the north 1, 500 . 0 feet of Kirkland Avenue N.E. lying south of the easterly extension of the southerly right of way line of N.E. 7th Street, lying west of the west right of way line of Kirkland Avenue N.E. , Kirkland Avenue N.E. and N.E. 7th St . both being 60 . 00 feet in width in accordance with the plat of Renton Highlands No. 2 , according to the plat thereof recorded in Volume 57 of Plats, pages 92 through 98, vacated under City of Renton Ordinance No. 3894 . • Page 8 • • i ,, o'I •;. .GF' I. ` e�71 6!9!`a ,•p 0.0 s V't.." +.•r'• ilt.1.. o• 3) i 84A^ 6 .P;, .0. ry :.cxJ. . /: I.� °i l,"� t° ''�• v.1� I 1 y !VIP,rr Ia -�/.f 8(M.':+'i 1 /,pv Q' °_1• i,° I. -.,• II) I • • • d,os: ° I.0 �t •!!,•��: •`/- r✓'t rQ' z. 17 • V -� . f,._, y 79 r r. I J . S,. ..„ ��CC 3 S o 1 .. i , • . 6s � ya _ ,, , s „> s mil °2 '• • .$ `p Ia{ ,. : �'q1' •1 • ,rG.'^; w \..r.a�ITtaa C II ,`jam. ,'••— ��^ - ��_ o-p,a�, wo.%[..r°♦ >•:»'r'rn: j •' a .�tp 't.e .� III i t s.1 41, C li ,5 0 10 a• •TJ ; 12 OV 0.13 1 F I T s.. .„ .I 19 sI 2, , `._ •a 1, a`.''• •, ,.. r , - �R s°I s .EA ._r"—�+ �e. ^ `.` ' yyllp I 1 . T PI 11.' • • ' ''. 1-..--..__1 -- 2---.1.-, ""1.as.7-i—\c.,. . ..k/ :.t. I ' ....., „ :.„...1,..; •:1 ; .„ _, .",..,.., • t, ,,... ., 5 . .5_..:.,.m.„.........,› ,,c el ass /,:,---- -� • 1 ) '°,r' 7 c N •a•��/ , •�°T I r. °�a Z: i t�'...•• �\\ ' t ,'. 6 1 i i I ry t '-,.• �r • O Yfr _ r •v' °,f Gila. '-,4fr fr o-6;I .+j 1 �,N C a,.° .,1. :i '12• • f 6I• erry ll.c • ' ti- 8•+. ,'.z1 • 10� d`'• tI1 ' '7 • I ,d.P • z 1 gyp st ,1 I A . Iv., '_:••I y,+ r°Otro -- e•d( , G, _ ' °•cs • ( I e. !•�<2:Iz ...::"1 P' 13� Id° rj.>ys t. 7 N• 7 %._�n• w_ F. I�6°Q-� d'� _o�' (. �fl', 4C, 75TH\I•a.E fis i,Zi '• '0 3•U r'. G ).> 14• •12 r'51.t. ss mow. ,�,�II n�'s z .Oo ce •: ...IV ��=T TL •I I si: ...,.! l';.,• C Z 9 > ✓' •' • Q I y • 4. • I'�5 J � �'' r r -I • • '4. ' 1 A:.'"':;::-.' ' smo Pµ` , 9 o--0 o-a �,° 9L ,l •V=w,.4 a dy _ II ; .. . '1 I Illt* .,:,,...\.1'.:7e....>':'‘::‘".a.". f.k. 1 I • r •�•' w r , ••4. • aUl I ral HE ,TM CT. .• X OV I'-.�- ,/'QQ vll ,0.,10 11 .,•k.:' . i ' ..:17;* ,.......,.,',r ,r „...NI....,..., + 1. ,..: S.E. 129T,4 Si,os �'=,� . .� = t_ vA 16 -:23C:=5 c.: _: ' c:. __ 7-_ .•. :j...... -�,.r�^, - This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croachments, or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. References should be made to an accurate survey for further information. y -- SCHEDULE or' EXCLUSIONS FROM COVERAGE • THE EXCLUSIONS FROM COVERAGE REFERRED TO IN PARAGRAPH 3 OF THE CONDITIONS AND STIPULATIONS ARE AS FOLLOWS: ALTA OWNER'S POLICY (10-17-92) AND ALTA LEASEHOLD location of any improvement now or hereafter erected on the land: (iii)a separation in .OWNER'S POLICY(10-17-92) ownership or a change in the dimensions or area of the land or any parcel of which the land The following matters are expressly excluded from the coverage of this policy and the is or was a par;or(iv)environmental protection,or the effect of any violation of these • Company will not pay loss or damage,costs,attorneys'Ices or expenses which arise by reason laws,ordinances or governmental regulations.cxccpt to the extent that a notice of the of: i enforcement thereof or a notice or a defect,lien or encumbrance resulting from a violation I. (a)Any law,ordinance or governmental regulation(including but not limited to building or alleged violation affecting the.land has been recorded in the public records at Date of and zoning laws.ordinances.or regulations)restricting,regulating.prohibiting or relating Policy. to li)the occupancy,use,or enjoyment of the land:(ii)the character,dimensions or (h)Any governmental police power not excluded by(a)above,except to the extent that a location of any improvement now or hereafter erected on the land;(iii)a separation in notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting front a ownership or a change in the,dimensions or arca of the land or any parcel of which the land violation or alleged violation affecting the land has been recorded in the public records at is or was a part:or(iv)environmental protection,or the effect of any violation of these Date of Policy. laws,ordinances or governmental regulations,except to the extent that t a notice of the Rights of eminent domain unless notice of the exercise thereof has been recorded in the enforcement hereof or a notice of a defect,lien or encumbrance resulting Iron;a violation public records at Date of Policy,but not excluding from coverage any taking which has or alleged violation affecting the land has been recorded in the public records at Date of ' ' occurred prior to Date of Policy which would be binding on the rights of a purchaser for Polic value without knowledge. y(b)Any governmental policy power not excluded by(a)above,except to the extent that a 3. Defects.liens,encumbrances,adverse claims or other matters: notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting from a (a)created,suffered,assumed or agreed to by the insured claimant; violation or alleged violation affecting the land has been recorded in the public records at (b) not known to the Company,not recorded in the public records at Date of Policy,but Date of Policy. known to the insured claimant and not disclosed in writing to the Company by the insured 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the claimant prior to the date the insured claimant became an insured under this policy: public records at Date of Policy,but not excluding from coverage any taking which has (c)resulting in no loss or damage to the insured claimant: occurred prior to Dale of Policy which would be binding on the rights of a purchaser for (d)attaching or created subsequent to-Date of Policy(except to the extent that this policy value without knowledge. I insures the priority of the lien of the insured mortgage over any statutory lien for services. 3. Defects,liens,encumbrances,adverse claims or other matters: - labor or material):or ' (a)created,suffered,assumed or agreed to by the insured claimant; • (e)resulting in loss or damage which would not have been sustained if the insured claimant (b) not known to the Company,not recorded-in the public records at Date of Policy,but had paid value for the insured mortgage. known to the insured claimant and,not disclosed in writing to the Company by the insured 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of claimant prior to the date the insured'claimant became an insured'under this policy; • the insured at Date of Policy.or the inability or failure of any Subsequent owner of the (c)resulting in no loss or damage to the insured claimant: 1 indebtedness.to comply with applicable doing business laws of the state in which the land (d)attaching or created subsequent to Date of Policy;or - is situated. • (c)resulting in loss or damage which would not have been sustained if the insured claimant 5. Invalidity or Unenforceability of the lien of the insured mortgage.or claim thereof,which had paid value for the estate or interest insured by this policy, arises out of the transaction evidenced by the insured mortgage and is based upon usury or 4. Any claim,which arises out of the transaction vesting in the Insured the estate or interest any consumer credit protection or truth in lending law. insured by this policy,by reason of the operation of federal bankruptcy,state'insolvency, 6. Any statutory lien for services,labor or materials(or the claim of priority.of any statutory or similar creditors'rights laws,that is based on: lien for services,labor or materials over the lien of the insured mortgage)arising from an (a)the transaction creating the estate or interest insured by this policy being deemed a improvement or work related,to the land which is contracted for and commenced fraudulent conveyance or fraudulent transfer;or subsequent to Date of Policy and is not financed in whole or in pan by proceeds of the (b)the transaction creating the estate or interest insured by this policy being deemed a indebtedness'secured by the insured mortgage which at Date of Policy the insured has preferential transfer except where the preferential transfer results from the failure: advanced or is obligated to advance. • (i)to timely record the instrument of transfer;or 7. Any claim which arises out of the transaction creating the interest of the mortgage insured (ii)of such recordation to impart notice to a purchaser for value or a judgment or lien by this policy;by reason of the operation of federal bankruptcy.state insolvency,or similar creditor. . creditors'rights laws,that is based on:. (a)the transaction creating,the interest of the insured mortgagee being deemed a fraudulent ALTA LOAN POLICY (10-17-92) AND ALTA LEASEHOLD LOAN conveyance or fraudulent transfer:or . POLICY(10-17-92) (b)the subordination of the interest of the insured mortgagee as a result of the application The following matters are expressly excluded from the coverage of this policy and the Company of the doctrine of equitable subordination:or will not pay loss or'damage,costs,attorneys'fees or expenses which arise by reason of: (c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: I. (a)Any law,ordinance or governmental regulation(including but not limited,to building (i) to timely record the instrument of transfer:or - and zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating (ii)of such recordation'to impart-notice to a purchaser for value or a judgment or lien to.(i)the occupancy,use,or enjoyment of the land;(ii)the character,dimensions or creditor. . CLTA STANDARD COVERAGE LOAN POLICY(1990) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage,costs,attorneys'fees or expenses which arise by reason of: I. (a)Any law,ordinance or governmental regulation(including but not limited to building or zoning laws,ordinances,or regulations)restricting,regulating,prohibiting or relating to(i)the . occupancy.use,or enjoyment of the land:,(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or arca of the land or any parcel of which the land is or was a part:or(iv)environmental protection,or the effect of any violation.of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. I. (b)Any governmental police power'not excluded by(a)above,except to the extent that a notice of the exercise thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy,but not excluding front coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects,liens,encumbrances,adverse claims or other matters: (a)whether or not recorded in the public records at Date of Policy,but created,suffered,assumed or agreed to by the insured claimant: ' • (b) not known to the Company,not recorded in the public records at Date of Policy,but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy: (c)resulting in no loss or damage to the insured claimant; , (d)attaching or created subsequent to Date of Policy:or - (e)resulting in loss or damage which would not have been""sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at-Dale of Policy.or the inability or failure of any subsequent owner of the,indebtedness. to comply with the applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage,or claim thCreoli which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. . 6. Any claim,which arises out of the transaction vesting in the insured the estate or interest insured by this policy or the transaction creating the interest of the insured lender,by reason of the operation of.federal bankruptcy,state insolvency or similar creditors'rights laws. NOTE: THE POLICY COMMITTED FOR MAY BE EXAMINED BY INQUIRY AT'THE OFFICE WHICH ISSUED THE COMMITMENT,AND A SPECIMEN COPY OF THE POLICY FORM(OR FORMS)REFERRED TO IN THIS COMMITMENT WILL BE FURNISHED PROMPTLY UPON REQUEST. Form 2240-6(2-93)(WA) ' • • SCHEDULE B EXCEPTIONS ' SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNERS' POLICIES - STANDARD COVERAGE AND CLTA STANDARD COVERAGE LOAN POLICY The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys'fees or expenses which arise by reason of: 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxers or assessments,or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession,or claiming to be in possession,thereof. 3. Easements, liens or encumbrances,or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey of the land would disclose,and which are not shown by the public records. 5. Any lien, or right to a lien, for labor, material, services or equipment, or for contributions to employee benefit plans, or liens under workers'compensation laws,not disclosed by the public records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under(a),(b),(c)or(d)are shown by the public records. 7. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 8. Any service, installation,connection,maintenance or construction charges for sewer, water,electricity,garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. SCHEDULE B EXCEPTIONS APPEARING IN ALTA OWNERS' POLICIES—EXTENDED COVERAGE The following matters are expressly excluded from the coverage of this policy and the company will not pay loss or damage, costs, attorneyti,fees or expenses which arise by reason of: 1. Taxes or assessments which are not now payable or which are not shown as existing liens by the records of any taxing authority.that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments,or notices of such proceedings,whether or not shown by the records of such agency or by the public records. 2. Underground easements, servitudes or installments which are not disclosed by the public records. 3. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under(a),(b),(c)or(d)are shown by the public records. 4. Right of use, control or regulation by the United States of America in the exercise of powers over navigation; any prohibition or limitation on the use, occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land or to use any portion of the land which is now or may formerly have been covered by water. 5. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity,garbage collection or disposal, or other utilities unless disclosed as an existing lien by the public records. Washington B 2240-6(2-93) 1 ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE 4 Commonwealth A LANDAMERICA COMPANY Commonwealth Land Title Insurance Company, a!Pennsylvania corporation, herein called the company, for a valuable con- sideration, hereby commits to issue its policy or policies of title insurance,as identified in Schedule A,in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company,either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate 120 days after the effective date hereof or when the policy or policies committed for shall be issued, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the company. IN WITNESS WHEREOF,COMMONWEALTH LAND TITLE INSURANCE COMPANY has caused its Corporate Name and Seal to be hereunto affixed; this instrument,including Commitment,Conditions and Stipulations attached,to become valid when countersigned by an Authorized Officer or Agent of the Company. • COMMONWEALTH LAND TITLE INSURANCE COMPANY / / P�oTiriEh By: Attest: / / / / � 2 -2- �'��• J`.�G ,t . a dip C� W Secretary 3y, President Conditions and Stipulations 1. The term mortgage,when used herein,shall include'deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose'such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of relian4 hereon to the extent the Company is prejudiced by failure to so disclose • such knowledge. If the proposed -Insured shall-disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph.3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment;shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. PA 3 American Land Title Association Commitment-1966 • Cover Page Form 1004-8 ORIGINAL Issued from the office of: COMMITMENT FOR COMMONWEALTH TITLE INSURANCE LAND TITLE AMERICAN LAND TITLE ASSOCIATION 1966 INSURANCE COMPANY Two Union Square 601 Union Street, Suite 3700 Seattle, WA 98101-2327 Phone: (206) 343-2800 Fax: (206) 689-0288 ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY Commonwealth A LANDAMERICA COMPANY Title Insurance Since 1876 HOME OFFICE: 101 Gateway Centre Parkway,Gateway One Richmond,Virginia 23235-5153 B 1004-8 **************************************************************** City of Renton WA Reprinted: 12/22/00 15 : 13 Receipt **************************************************************** Receipt Number: R0007309 Amount : 1, 550 . 16 12/22/00 15 : 13 Payment Method: CHECK Notation: #5957 STEMPER AR Init : LN Project #: LUA00-172 Type: LUA Land Use Actions Parcel No: 722780-0425 Site Address : 3000 NE 4TH ST Total Fees : 1, 550 . 16 This Payment 1, 550 . 16 Total ALL Pmts : 1, 550 . 16 Balance : . 00 ***********************************;***************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environment.41 Review 500 . 00 000 .345 . 81 . 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 50 . 16 OFRF�ONNING ..,cc 2000 Eo v•--...,-;-....;.,-441.-;.,-,- . 14,-..., ....,....:,, ..-_,.•',7,.'.!.",$.r:-,, •,...1.•,s,.•/..P.,/A--.,‘,..,'„.•,.-"-...".1.,..`•AA Lt..)- 1 /[...LI) ‘--1 Geotechnical Report Proposed Technology Resource Center . •., -• Renton Technical College .. ... ' . . • •-• • , , , -• ,..',....-...,..„., „. ,,, Renton, Washington . . , , - ;,...c,,,,,,• - .. . , • . • .. . ,, i . . • - ., . • - •••• </..,,, _, February 2000 .. • •. . . . . . . . . . • • . . 49A., ......_ 1 . . . - . . . . , .... .. . . ...., .... . . . .. . , , . . ,• ,. . . . • r . - ' • ‘ ''..": '''%:- • • • , , . . . 0,(•./1/1' . . ...•,• . . .-., , • . . . . . • „, - . ':.' - ' ' - ' .' • • . ...•<, ., . • . . . - . . . . . . , . . , ' • .N:.... p . . • . , . , r , , • `' —4,./41 .., . . .. CIA.-, 41,049 . . . -- . . . _ . , . . . . . . • i . . . • '-1 j SHANNON bWILSON,INC. . GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS •i 9 . . ...; . •:;-9 - .• . _ -•-, 7 , ..... ' • ,, . . ....• --:: Li . . . . . • Si. i . . • ./ Li . . .. • . . "I . .. , . ' . L.1 . ' . 4 . . 1 , Li . . ) - . . . .. 4, 1 . . . _...) . . . .1.: -...:. . . . — • . --; . • . .c, . I___ • ,. . .).: i A I_ . ' • S• . , 4 . • .1. .• . i , A , • ' , , 1 -1 , , . , . , . . . ' • ' •- . , . . ' . ' .. . . . VV . . • / . :••' -• / •• • •' •'':•'' . .. .. ' * '.. •..',:' •• . • . . /l. : . . • Geotechnical Report Proposed Technology Resource Center Renton Technical College Renton, Washington February 2000 • SHANNON iWILSON,INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS :It Shcamon d Wilson. our mission is to he a progressive. uell- managed professional consulting lirm in the fields of engineering ' I ' and applied earth sciences. Our goal is to pelf a m our.services with the highest degree of pro/essionalism with due consideration, to the hest interests nr'the public, our clients.and our employees. I ' • Submitted To: S. M. Stemper Architects 217 Pine Street, Suite 700 Seattle, Washington 98101 By: Shannon &Wilson, Inc. 400 N 34th Street, Suite 100 Seattle, Washington 98103 21-1-08866-001 SHANNON F,WILSON,INC. TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 SITE DESCRIPTION 1 3.0 PROJECT DESCRIPTION 1 4.0 FIELD EXPLORATIONS 2 4.1 Test Pits 2 4.2 Field Infiltration Tests 2 4.3 Laboratory Testing 2 5.0 SUBSURFACE CONDITIONS 3 6.0 RECOMMENDATIONS 4 6.1 Foundations 4 6.2 Settlement 4 6.3 Lateral Earth Pressures 5 6.4 Lateral Resistance 5 6.5 Slab-on-Grade 5 • 6.6 Drainage 6 6.7. Seismic Design Considerations 6 6.8 Storm Water Facilities 6 6.9 Pavement Design Recommendations 7 6.9.1 Pavement Design Assumptions and Method 7 6.9.2 Pavement Recommendations 8 6.9.3 Pavement Maintenance 9 6.9.4 Utility Considerations 9 7.0 EARTHWORK 9 7.1 General 9 7.2 Site Preparation and Excavation 9 7.3 Use of On-Site Soil 10 7.4 Fill Placement and Compaction. 10 7.5 Wet Weather Earthwork 11 7.6 Loose Test Pit Backfill 12 8.0 DOCUMENT REVIEW AND CONSTRUCTION MONITORING 12 9.0 LIMITATIONS 13 21-1-08866-00I-R I.DOC/WP/JBB • 21-1-08866-001 1 TABLE OF CONTENTS (cont.) SHANNON 6WILSON.INC. TABLE • Table No. 1 Field Infiltration Test Re ults , LIST OF FIGURES Figure No. 1 Vicinity Map lir 2 Site and Exploration Plan 3 Soil Classification and Log Key (2 sheets) 4 Log of Test Pit TP-1 5 Log of Test Pit TP-2 6 Log of Test Pit TP-3 7 Log of Test Pit TP-4 8 Log of Test Pit TP-5 9 Grain-Sized Distribution Curves 10 Subdrainage and Backfilling APPENDIX Important Information About Your Geotechnical Report f 21-1-08866-001-RI.DOC/WP/JBB 2 1-1-08 866-00 1 11 SHANNON FJWILSON,INC. r GEOTECHNICAL REPORT PROPOSED TECHNOLOGY RESOURCE CENTER' { RENTON, WASHINGTON Iv 1.0 INTRODUCTION This report presents the results of subsurface explorations and geotechnical engineering studies at Renton Technical College for the proposed Technology Resource Center to be located south and west of Building B. The purpose of this study was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the design and construction of the proposed [ structure. Our work included excavating five test pits and performing two field water infiltration tests, and performing laboratory and engineering analyses to develop design recommendations. This report includes a description of the site,proposed building, field explorations, field and laboratory testing and results and subsurface soil conditions. 2.0 SITE DESCRIPTION The proposed Technology Resource Center site is located north east of the intersection of Jefferson Avenue N.E. and N.E. 4th Street in Renton, Washington, as shown on the Vicinity Map, Figure 1, and the Site and Exploration Plan,Figure 2. The site is presently covered with lawn. Building B is located northeast of the proposed building site with a narrow parking lot (designated P 1) due east. The site is flat except for the far north end that slopes down from east to west for a total relief of about 5 feet from Building D to the east. 3.0 PROJECT DESCRIPTION The proposed new Resource Technology Center will be a two-story building with about 45,000 to 50,000 square feet of floor space. Th i proposed building footprint will cover approximately 3/5ths of the total square footage. A stormwater detention system consisting of an infiltration system, a detention pond, or an underground detention vault will be located north of the proposed building. We further understand that the surface for the parking lots north of Building A (gravel), and south of Building B maybe improved or replaced depending on vehicular traffic expectations. 21-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 1 I SHANNON 6WILSON,INC. 4.0 FIELD EXPLORATIONS rr I ' 4.1 Test Pits The south half of the project site (building site)was explored with three test pits, designated C TP-1 through TP-3. The north half(storm water detention system facility)was explored with two test pits, designated TP-4 and TP-5. The locations of the test pits are shown on the Site and Exploration Plan, Figure 2, and were surveyed by Triad Associates. The test pits were excavated with a backhoe provided by the Renton Technical College. The pits ranged in depth from 7.5 to 10 feet. The excavations were located and observed by a geologist from our firm who visually identified the exposed soils, obtained representative samples, and compiled a log of each test pit. The Unified Soil Classification System, as described in Figure 3, was used to classify the soils encountered in the test pits. All samples were sealed in jars or plastic bags to preserve the natural moisture content and were returned to our laboratory for additional testingand future reference. Los of the testpits arepresented on Figures 4 through g g g 8. Relative densities of the soil presented on the test pit logs were estimated based on probing the walls and floor of the excavations and the relative ease or difficulty in excavation. The test pits were loosely backfilled with the excavated soil upon completion. 4.2 Field Infiltration Tests Two field water infiltration tests were conducted during the excavation of the test pits. These tests were located in separately dug pits located adjacent to test pits TP-4 and TP-5. The infiltration tests were made in general acicordance with the requirements of the King County Surface Water Design Manual using the EPA falling head percolation test procedure. The tests were conducted in approximat i 6-inch-diameter by 24-inch-deep hand dug percolation holes. Each hole was filled twice with water to determine if a soaking period was required. In both holes,the water level dropped at a rate greater than 12 inches in less than 10 minutes. Therefore,the EPA methodology does not require a.soaking period. After determining that a soaking period was not required, the holes were filled to the top and the water level was measured from a fixed reference point tol the nearest 1/16 inch. The test results are presented in Table 1 as the water level measured from the ground surface versus time. 4.3 Laboratory Testing The samples collected in the field from our explorations were brought to our laboratory for analysis and testing. The purpose of laboratory testing was to evaluate the basic index and 21-1-08866-001-R1.DOC/WP/SJM 21-1-08866-001 2 SHANNON FiWILSON,INC. engineering properties. Laboratory testing consisted of visual classifications, natural water 1111 content (moisture) determinations, and grain-size distribution tests. All testing was performed in general accordance with the appropriate American Societyfor Testingand Materials (ASTM) ( ) 111 specifications. The natural water contents are plotted on the test pit logs and Figure 9 presents grain-size distribution curves of two selected samples taken from the test pits. 5.0 SUBSURFACE CONDITIONS -- In general,the site is underlain by local eposits of fill material that overlies glacial recessional outwash and glacial till. Recessional outwash is sand and gravel that is deposited by streams that issue from the continental glacial ice as it receded. Glacial till is a very dense,poorly sorted material that is deposited at the base of the glacier. Because it was compacted by the weight of the overlying glacier, glacial till is typically very dense. From the surface down,the following materials were encountered in the test pits. Grass and sod cover the entire site to a depth of about 1A-foot. Fill material was encountered in the northern portion of the site in test pits TP-2 through TP-5. The fill consisted of medium dense to dense, gravelly, silty sand and slightly silty, sandy gravel with small amounts of wood, cinders, and glass. The fill is probably recessional outwash that was excavated, mixed with other soil and debris, and then placed at the site. The thickness observed in the test pits ranged from about 2 to 5 feet. Recessional outwash was encountered in all of the test pits. In test pit TP-1 the recessional outwash was present under the grass and sod. In the other test pits recessional outwash was encountered beneath the fill material. It consisted of medium dense to dense, stratified layers of sand and pebble gravel. In test pits TP-3, TP-4, and TP-5,the upper 1 to 3 feet of recessional outwash is weathered to medium dense orange-brown, gravelly, silty sand. This weathered soil represents the original ground level that was present before the fill material was placed. This weathered soil unit was missing at the locations of test pit TP-1 and TP-2,which suggests that the area had likely been previously lowered by cutting. Glacial till was not encountered in the test pits excavated at the site. However, in 1984 Shannon & Wilson, Inc., conducted a geotechriical study for the expansion of Renton Vocational Technical Institute. A boring located about 1,000 feet north of the Technology Resource Center site encountered very dense, gravelly, silty sand at a depth of about 8 feet. The other borings at the College found recessional outwash up to 22 feet deep. I 21-1-08866-001-R1.DOC/WP/JBB 21-1-08866-001 I 3 SHANNON eiW!LSON.INC. Regional groundwater was not observed within the recessional outwash soil in the recent test pits or other explorations made previously at the College. Locally perched groundwater was observed at test pits TP-3, TP-4, and TP-5, which resulted in light seepage from the upper 2 feet of fill soil. The seepage apparently occurred in areas where the lawn was wet from recent storm water runoff and precipitation. We anticipate that locally perched groundwater may be present during the wettest months of the year where relatively low permeability lenses or layers are present in the recessional outwash. 6.0 RECOMMENDATIONS 6.1 Foundations The proposed Resource Center could be supported on spread footings bearing in the medium dense to dense recessional outwash sand or, depending on the depth of the footings, in the medium dense to dense fill soil. The test pit explorations indicate that the existing fill that is present in the upper 2 to 5 feet at the,site consists of soil that is relatively free of deleterious material. The fill appears to have been placed and compacted in a satisfactory manner. In our opinion,this material shouldprovide suitable bearingfor footings. p g Footings founded in these materials may be designed for an allowable soil bearing pressure of 3 kips per square foot (ksf). Minimum footing widths should be 24 inches for individual column footings and 18 inches for continuous spread footings. Footings should be at least 18 inches below the lowest adjacentgrade. Footing subgrades should be evaluated duringconstruction by an experienced geotechnical engineer to verify the presence of competent bearing soil and to determine that all loosened, disturbed soils and objectionable debris have been removed prior to placing concrete. We anticipate that about 6 inches of sand and gravel in the footing excavations will be loosened by the excavating equipment. Therefore, we recommend that all footing subgrade surfaces be compacted to a dense and unyielding condition with at least three coverages with a hand- operated vibratory compactor before reinforcing steel is placed. 6.2 Settlement We expect settlements to be less than 3/4 inch, with differential settlements (between adjacent footings or over a 20-foot-long span of continuous footing) less than %2 inch,provided footings are designed and constructed in accordance with our recommendations. These settlements are I ' 21-1-08866-001-RI.DOC/WP/JBB 21-1-08866-001 4 i SHANNON&WILSON,INC. expected to occur essentially as the structural loads are applied, due to the granular nature of the � 1 soil. - 6.3 Lateral Earth Pressures Lateral earth pressures on retaining walls are dependent on the method of backfill placement, degree of compaction, backfill slope,type of backfill material, drainage provisions, and whether the wall can yield laterally. If the wall is free to yield at the top an amount equal to approximately 0.001 of the height of the wall,the soil pressures will be less than if movement is more limited due to the stiffness or restraint of the wall. We recommend that a lateral pressure equivalent to a fluid density of 35 pounds per cubic foot(pcf)be used in the case of yielding walls, and 55 pcf be used for non-yielding walls. The pressures resulting from the equivalent fluid densities are based on the assumption that proper drainage is provided behind the wall and no buildup of hydrostatic pressure occurs. 6.4 Lateral Resistance Lateral forces from wind or seismic loading would be resisted by base friction and by passive earth pressure against the buried portion of the structure. Passive resistance should be ignored in the upper 24 inches if not covered by a pavement and should be ignored entirely if a possibility exists that soil providing the resistance could be removed in the future. In our opinion, passive earth pressures could be estimated using an equivalent fluid density of 300 pcf. This value assumes the fill placement and compaction recommendations presented in this report are followed. The above value includes a factor-of-safety of 1.5 to limit lateral movements. We recommend that a coefficient of friction between mass concrete and soil of 0.5 be used with an appropriate factor-of-safety to calculate the resistance to sliding at the base of spread footings. 6.5 Slab-on-Grade If the proposed new building includes a lab-on-grade floor, the floor slab subgrade should be evaluated and compacted as described in Section 7.3 of this report. A modulus of subgrade - reaction of 200 pounds per cubic inch may be used to design the slab. A vapor barrier consisting of plastic sheeting is recommended beneath any slab-on-grade floor. The vapor barrier should be placed over la 6-inch minimum layer of washed pea gravel as shown on Figure 10. An alternative would be a 3-inch layer of washed pea gravel beneath a 3-inch layer of clean crushed rock. The crushed rock could be compacted with a vibratory compactor in order to provide a working surface on which to place the reinforcement and concrete. 21-1-08866-oo 1-R1.Doc/WP/JBB 21-1-08866-001 5 SHANNON iWILSON,INC. 6.6 Drainage Locally perched groundwater was encountered in the test pits, which indicates'that runoff water could seep through the backfill along the footings and retaining walls. Therefore,we recommend that the retaining walls be backfilled with free-draining soil that is hydraulically connected to.subdrains. The ground surface should be sloped away from the building to prevent ponding against it. Our recommendations for footing and retaining wall drainage are presented in Figure 10. Roof drains should not discharge into subdrains,but should be connected to storm drains with tightlines. The contractor should be prepared to handle the perched groundwater that may be present during construction of this project. In our opinion,the use of ditching and sumps should be adequate to • control the seepage encountered. 6.7 Seismic Design Considerations We assume seismic structural design for the proposed new Technology Resource Center will be based on the base shear method as outlined in Chapter 16 of the 1997 Uniform Building Code (UBC). Computation of the base shear force for earthquake loading requires site information, I including the seismic zone of the facility'and the characteristics of the subsurface soils. In accordance with UBC design procedures,the proposed site is located in seismic zone 3 and has a seismic zone factor, z of 0.3. Based on the subsurface conditions encountered at the site, we recommend using soil profile type SD to select the appropriate seismic coefficients for structural design. • 6.8 Stormwater Facilities We understand that the Technology Resurce Center project will include storm water detention facilities that might include an underground storage vault, detention pond, infiltration galleries, or some combination of these. Design of underground storage vaults may be accomplished using the recommendations presented in sections 6.1 through 6.4. Based on the absence of groundwater in the explorations at the site,we do not anticipate that tanks would have to be - designed to resist buoyant rise. The infiltration test data presented in Table 1 could be used to design an infiltration system and/or to evaluate likely seepage rates that would occur from an unlined storm water detention pond. The soil type in which the tests were conducted would be classified as Medium Sand 21-1-08866-001-R I.DOC/W P/JBB 21-1-08866-001 6 SHANNON 6WILSON,INC. according to Table 4.5.2, Maximum Infiltration Rates for Soil Types, of the King County Surface Water Design Manual. 6.9 Pavement Design Recommendations We iobserved the condition of the existing pavement in the parking lots located east of the proposed Technology Resource Center building and south and east of Building A at the time the field explorations were made., In general, the existing asphalt pavement surfaces located in the parking lots designated P1 and P2 on the Site and Exploration Plan, Figure 2, are in good condition, although the surface has a rolagh to very rough texture from moderate weathering. Separation cracks at most of the construction joints were common. These joints were made at 5- to 25-foot intervals. Moss was growing along the perimeter of some of the parking lots where little traffic occurs. We did not observe potholes or"alligator cracking" in the pavements. We understand the gravel lot north of building A may be paved as part of the construction for the Resource Center. We anticipate subsurface soil conditions similar to those encountered in the test pits are likely present in this parking lot area. Specifically, medium dense to dense gravelly silty sand fill soil overlies medium dense to dense, gravelly sand (recessional outwash). In our opinion, these soils are suitable to support an asphalt pavement section. - 6.9.1 Pavement Design Assumptions and Method For our pavement analyses, we assumed the following daily traffic: Delivery Trucks 2 per day Passenger Cars 75 per day Pickup Trucks 25 per day Buses 1 per day Flexible pavement designs were made using empirical methods described by the 1993 American Association of State Highway and Transportation Officials (AASHTO) Guide for Design of Pavement Structures. The recommended thicknesses are based on the anticipated traffic volumes mention above, a 20 year design life, information provided by the AASHTO Guide for Design of Pavement Structures, and our experience in the area. The following assumptions were used in our analyses: directional and lane distribution factors of one; no growth in traffic; good drainage of the base and subgrade; asphalt concrete with an elastic modulus of 350,000 pounds per square inch(psi); and a subgrade California Bearing Ratio (CBR) of 10 percent. The assumed CBR is based on the subsurface soil conditions encountered 2I-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 7 SHANNON F1WILSON,INC. in the explorations performed for this and previous projects at the site. We anticipate that the subgrade conditions are not frost-suscepItible, because the soil is generally well drained. Overlay pavement recommendations are based on the Asphalt Institute Manual Series No. 17 Effective Thickness Procedure. We assumed that the existing pavement has a Present Serviceability Index (PSI) of about 2.5. 6.9.2 Pavement Recommendations Based on the condition of the existing pavements and the assumptions described previously,we recommend the following new pavement sections: ' .tv. y ep.n.f... .v.:.g' 4 ;r`r.c':e.+< y! .» hf s:.i:.e,,,:. ,.. - _.,,y. •, hv.rry 1 Over lap'EacistinaFavement _ '"�-w;.,r.>,,C-_rt;.. .��.,..r,.,»=:ai:;..w'.,.4.;�,,,. ,.n-�, ;>t• • .,r:J'�4..,..^,... Asphalt Concrete 2.5 inches 1.5 inches Crushed Rock Base Course 6 inches Prior to paving, the base course should be proof-rolled with a loaded dump truck (or equivalent)to check for yielding conditions. Any yielding areas should be suitably replaced. Material imported for base course, subbase or to restore grades in areas of overexcavation should be non-frost susceptible granular materials. Soils with a fines content not exceeding 7 percent passing the No. 200 sieve, based on the minus 3/4-inch soil fraction, can normally be expected to be nonfrost susceptible. Any fines should be nonplastic. Crushed rock materials with less than I 10 percent nonplastic fines are also usually non-frost-susceptible. The base course should conform to Section 9-03.9(3) of the Washington State Department of Transportation and American Public Works Association 2000 Standard Specifications for Road, Bridge, and Municipal Construction(WSDOT/APWA). The base course should be compacted to a dense,unyielding condition and to at least 98 of the maximum dry density determined in accordance with a Modified Proctor compaction test(ASTM D 1557). Material imported to restore grades in areas of overexcavation should consist of a reasonably well-graded(from fine to coarse) sand and gravel, free from organics, debris, or other - deleterious material. It should have a maximum particle size of 3 inches and have not more than 7 percent fines by weight passing a No. 00 mesh sieve, based on the minus 3/4-inch fraction. Any fines should be nonplastic. The gravel content should range between 20 and 50 percent retained on a No. 4 sieve. Asphalt concrete aggregate should conform to Section 9-03.8 (Class B) of the WSDOT/APWA Standard Specifications. Pavement construction, including surface preparation 21-1-08866-001-RI.DOCIWP/JBB 21-1-08866-001 8 SHANNON FIWILSON,INC. of existing pavements, asphalt concrete, lift-thickness and compaction requirements, should conform to Section 5-04 WSDOT/APWA Standard Specifications. 6.9.3 Pavement Maintenance The life of pavements depends among other factors on the maintenance undertaken. Even if the asphalt section is constructed as recommended, routine maintenance will be required after the pavement is placed. Such maintenance should include sealing pavement cracks as soon as possible after observation. In addition, it should be anticipated that a general sealing may be required after a few years of service. 6.9.4 Utility Considerations All utility trenches should be backfilled with clean granular material, such as sand, sand and gravel, or crushed rock with maximum 2-inch diameter, and with not more than 5 percent passing the No. 200 Sieve (wet sieve analysis,ASTM D 1140). Any fines should be nonplastic. The backfill should be placed in lifts not exceeding 4 inches if compacted with hand-operated equipment or 8 inches if compacted with heavy equipment. Each lift should be compacted to a dense, unyielding condition and to at least 92 percent of the maximum dry density (ASTM D 1557) 12 inches or more below the pavement subgrade, and 95 percent within 12 inches of the pavement subgrade. We recommend a minimum cover over utilities of 2 feet from the crown of the pipes or conduits to the pavement subgrade elevation. Catch basins, utility vaults, and other structures installed flush with the pavement should be designed and constructed to transfer wheel loads to the base of the structure. 7.0 EARTHWORK 7.1 General We understand that the proposed Resource Technology Center project will be constructed mostly close to the current site grades. Excavation depths of will be about 5 to 6 feet for portions of the building, and about 8 to 10 feet for a storm water detention vault. In general, fills are not planned on the site. 7.2 Site Preparation and Excavation Site preparation should commence by collecting and diverting all sources of surface water into suitable storm drainage and/or treatment facilities. The contractor should be made responsible for the control of all surface and groundwater encountered during construction. 21-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 9 1 SHANNON 6WILSON,INC. The area should then be grubbed and stripped of the topsoil or underlying soil that contains significant amounts of roots or other objectionable debris and organic material. Based on the current site explorations, we expect the normal stripping depth of topsoil or soil with significant organic material to be on the order of 6 to 12 inches; however, stripping should take place to whatever depth is required. For safe working conditions and prevention of ground loss, excavation slopes should be the responsibility of the contractor, since the contractor will be at the job site to observe and control the work. All current and applicable safety regulations regarding excavation slopes and shoring should be followed. Although deep exc vations are not currently anticipated, the following information is given for planning purposes. In our opinion, short-term,temporary excavations to depths not greater than about 10 feet could be sloped to 1.5 Horizontal to 1 Vertical (1.5H:1V) in medium dense to dense recessional outwash soils. Local sloughing may occur and flatter slopes should be made as conditions dictate, such as if seepage is present or as otherwise necessary to provide a safe, stable slope. Excavation slopes should be protected during wet weather by plastic sheeting or its equivalent. 7.3 Use of On-Site Soil The grass and sod, and soil with significant roots and/or organics should not be used for structural fill material. Depending on other project requirements, such organic soil may be suitable for reuse as topsoil. If not, organic soil should be removed from the site. The inorganic soil encountered in the test pits could be used as structural fill material, provided it is properly conditioned. The recessional outwash is relatively clean, such that it should be suitable for wet weather construction. However, the weathered recessional outwash, and silty soil interbedded in the recessional outwash may have sufficient material finer than the No. 200 sieve that it could be difficult to compact if too wet. Soil with more than 5 percent fines that have water contents above their optimum values would require drying to achieve the required degree of compaction. We recommend that the excavated soils be evaluated during excavation to determine whether moisture conditioning is required. 7.4 Fill Placement and Compaction All fill placed beneath structures, roads or other areas where settlements are to be minimized should be structural fill. Structural fill should be placed and compacted in building areas upon proof-rolled or probed surfaces determined suitable by the geotechnical engineer or the engineer's representative. 21-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 10 SHANNON 6WILSON,INC. Structural fill material beneath footings,;slabs-on-grade or road subgrades should consist of well- graded sand and gravel, free from organics, debris, or other deleterious material. It should have a maximum particle size of 3 inches and have not more than 12 percent fines by weight passing a No. 200 mesh sieve, based on the minus I3/4-inch fraction. The fines should be nonplastic. The gravel content should range between 20 and 50 percent retained on a No. 4 sieve. The fines content should be lower during wet weather as described in Section 7.5. All structural fill should be placed in layers and compacted to a dense,unyielding condition. Fill placed under structural walls and slabs-on-grade should be compacted to at least 95 percent of its Modified Proctor maximum dry density (ASTM D 1557). Where more settlement can be tolerated, the density requirement may be reduced to 88 percent, such as in landscape areas. In general, the loose lift thickness should not exceed 8 inches for heavy equipment compactors and 4 inches for hand-operated mechanical compactors. All compacted surfaces should be sloped to drain to prevent ponding. Structural fill operations should be observed and evaluated by an experienced geotechnical engineer or the engineer's representative. 7.5 Wet Weather Earthwork In this area, wet weather generally begins about mid-October and continues through about May, although rainy periods may occur at any time of the year. Therefore, it would be most advisable to schedule earthwork during the normal dry weather months of June through mid-October. It is our opinion that earthwork performed during the dry weather months will prove more economical than wet weather earthwork. Particularly during the wet weather months, groundwater levels would be highest within the site soils. Such groundwater could seep into site excavations and would need to be removed. The fill soils and the upper, weathered portion of the recessional outwash sand generally contain sufficient silt and plastic fines to produce a cohesive and unstable mixture when wet. Such soils are highly`susceptible to changes in water content and become muddy, unstable, and difficult or impossible to place and compact if their(moisture content significantly exceeds the optimum. The following recommendations are applicable if earthwork is to be accomplished in wet weather or in wet conditions. ► The ground surface in and surrounding the construction area should be sloped as much as possible to promote runoff of precipitation away from work areas and to prevent ponding of water. 21-1-08866-001-R 1.Doc/W P/JBB 21-1-08866-001 11 SHANNON bWILSON,INC. ► Covering work areas or slopes with plastic, creating slopes and ditches, using sumps, performing dewatering, and employing other measures to properly complete the work should be accomplished as necessary. ► Earthwork should be accomplished in small sections to minimize exposure to wet conditions. The size of construction equipment may have to be limited to prevent soil disturbance. It may be necessary to excavate soils with a backhoe, Gradall, or equivalent, located so that equipment does not traffic over the excavated area; thus, subgrade disturbance caused by equipment traffic will be minimized. ► No soil should be left uncompacted and exposed to moisture. A smooth-drum vibratory roller, or equivalent, should roll the surface to seal out as much water as possible. ► In-place soils or fill soils that are, or become, wet and unstable and/or are too wet to suitably compact should be removed and replaced. ► Excavation and placement of structural fill material should be observed on a full-time • basis by a geotechnical engineer(or representative) experienced in earthwork,to determine that all work is being accomplished in accordance with the project specifications. We recommend incorporating the above recommendations for earthwork under wet conditions into the contract specifications. 7.6 Loose Test Pit Backfill Test pits dug for the exploration were loosely backfilled. If such a pit location is within a proposed pavement, sidewalk, or structural area, the loose soil should be removed during construction and appropriately backfilled with compacted structural fill. 8.0 DOCUMENT REVIEW AND CONSTRUCTION MONITORING We recommend that our firm be retained to review those portions of the plans and specifications that pertain to earthwork to determine whether they are consistent with the recommendations in this report. Although this review phase of project design is often'neglected, substantial savings in future cost overruns during construction can be corrected during this phase of the project,prior to construction bidding. We recommend that Shannon&Wilson, Inc.,provide monitoring, testing, and consultation during construction to confirm that the conditions encountered are consistent with those indicated by our explorations. This will also allow us to provide expedient recommendations should conditions be revealed during construction that differ from those anticipated, and to 21-1-08866-001-RI.DOGWP/JBB 21-1-08866-001 12 SHANNON 6WILSON,INC. evaluate whether earthwork activities comply with contract plans and specifications. Such activities would include observations of foundation subgrade, fill placement and compaction, and site drainage; and other geotechnically related earthwork activities. ..I 9.0 LIMITATIONS This report was prepared for the exclusive use of the Renton Technical College and S. M. Stemper Architects for specific application to the design of the project at this site as it relates to the geotechnical aspects discussed herein. The data and report should be provided to prospective contractors and/or the Contractor for their information, but our report, conclusions, and interpretations should not be construed as a warranty of subsurface conditions included in this report. The scope of our services for this report did not include any environmental assessment or evaluation regarding the presence or absence of wetlands or hazardous/toxic materials in the soil, surface water, groundwater, or air, on or below or around the site. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist and fu her assume that the explorations are representative of the subsurface conditions through the site; i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. If subsurface conditions different from those encountered in these explorations are observed or appear to be present during construction, we should be advised at once so that we can review these conditions and reconsider our recommendations. If there is a substantial lapse of time between the submission of this report and the start of work at the site, if conditions have changed belcause of natural causes or construction operations at or adjacent to the site, we recommend that this report be reviewed to determine the applicability of the conclusions and recommendations, considering the changed conditions and time lapse. - These conclusions and recommendations were based on our understanding of the project as - described in this report and the site conditions as observed at the time of our explorations. Within the limitations of scope, schedule, and budget,the analyses, conclusions, and recommen- dations presented in this report were prepared in accordance with generally accepted professional geotechnical engineering principles and iractice in this area. We make no other warranty, either expressed or implied. 21-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 13 � I SHANNON bWILSON,INC. Unanticipated soil conditions are commonly encountered and cannot be fully determined by merely taking soil samples or making test borings and pits. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project; therefore, some contingency fund is recommended to accommodate such potential extra costs. Shannon& Wilson, Inc. has prepared "Important Information About Your Engineering Report" (Appendix) as an integral part of this report to assist you and others in understanding its use and limitations. SHANNON & WILSON,INC. e1/4. Bruce-M. Reynolds, .P.G. Geologist B • Q� 0vV. • 1—"%\ 0 1, lop SS1pNAL� � • EXPIRES: (1(14(e. 1 Christopher A. Robertson,P.E. Associate BMR:CAR:TMG/bmr 21-1-08866-001-R I.DOC/WP/JBB 21-1-08866-001 14 SHANNON&WILSON,INC. r TABLE 1 FIELD INFILTRATION TEST RESULTS TEST I-1 (TEST PIT TP-5) ateLevel ;�- '' Ela sed:ryTime•-<<� x^' (feet5bgsj: % ;..=. �y. h.`;% 7(minutes:secondsj: 5.50 0:00 5.80 0:15 6.20 1:00 6.30 1:30 6.35 I 2:00 6.40 3:30 6.50 5:00 6.55 7:00 6.62 10:00 6.72 15:00 6.75 ; 18:00 6.80 I 24:00 TEST I-2 (TEST PIT TP-4) _,,� ;�s;:.;�..,Wader'Level,::;�•...s,,...:.�;,, a.f.;-;=�ElapsedwT'ime.�'�:Z*� v-1+-.r- .y, .^5...'.iC-.�?,i�'..r=•- 3.4"✓ .e'.!..a_ sv�.:.'..�l.r,•a?r�, (minnf • es.seconds), feet_ y,F 4.60 0:00 5.40 0:15 5.75 ' 1:00 5.90 2:00 6.10 3:15 6.15 4:15 6.22 5:00 6.30 5:30 6.35 6:00 6.50 7:00 Note: bgs =below ground surface I 1 21-1-08866-00I-R 1 T I.DOC/W P/]BB 21-1-08866-001 ! 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FIG. 1 1 -..., ur Geotechnical and Environmental Consultants ii: R / , N ,'Pl z /' /. l � i ii ia ` 'I I i r/.//,, i , _:,,: ,.-.:: _ / is-------/ Z. rr !/ _ .mil / �! Ili. /:; Gravel Parking Area j ✓�}� I • `:a: /; ,�-. 1 I' J _ " r/ I , I / I d fr / /4ti / J. o /r xwy : ierr f 1 >y . �k ✓fit. 3• / -y..,�- ��^,.✓r 'j ire:off i,. ;.f ,�i yi f a. ,/..e yc., :3 Ksk�^r r'f r Q .r �'/ ram%.r, Syr ,,✓ .y i p / i . ; 1 :,fj ',f y l ';;Y vt aY". .. ^f �dY. a£ `MyY r I v ✓. ..S a '.F I : ,. /r i'�' lam' ./ .,H:' r. ^, ,j: .� aY', /,,,77 1� '�FY' k� >1 s s. ls/ y _ _ I / I / t 2,17,/1 .,,,,, •'F: •vim • // ✓ v (/ „,„ j /I'\ \ k,1))jj' • (•;<�? '•o., i%= ,y?'i: •t;.>, },/, .,'x✓ . �:y>�` / „per>;✓•�" :� :�::- ' �'1 J�/ 4rfia xb..f /w:��✓:... ,!!x F• I ./,.�i,,`.nw%>,re `yl„ .tip. aY ,�:" 1. •.'.a°. - •• :f • 1 ; I . : ,:,"{,,, ,,:,...,,.;:. 2-::',:-,.,,,•-',:‘-,/,-',-"f.•'-,,k/' -, ,;:::/4..':,.1,',`r-:,.•, ',/,,-;', :,-;" ','-' '<� i�. JI l A:+ / ::::::::.,:,;.:::„..;.:,:!,,(5/ i, .i ::7;;;2,,:-/4-,_-: ,',--,,,05:,','4‘;;.'-: 1 �. a :y.<� ;:gip. r<�'. _ 7., / ,.:��:,,:>::��?K >�/ /._ ice, ryr / / • �• f '%v J/ / // . Enil . / ��° uN n•s�i iri,- / F/ ;Y:> r ;,,,,,,,.:,:,:/,,,;i:l.p,1.,*:,,,.:,;2,,?:,711:,:l.*1.;;;,;;;;;;::::‘,1 ;1 / •t 'a// _ t ' , „ .,,..r==`=' . J • , / ,/, ‘./ i ��Ne '` //! / / / - ! / /�. / —1----:.‘1,. 1 % �!/,/,d .� „-_ i %'gilli i w/ :i II I / `, //r///�/ I n:<'^„ -°',: "r:, ;s/ �� 1- / / , • . • :Y.: :• a<- :.:? LEGEND•ir Ij________Ty_____I _ i�/ -- PROPOSED �, 1ii K= _... [�r/x! �' % '� Test Pit Designation j/ ,k TECHNOLOGY I / , /~ TP-1 \ :,„°.;J := rya: and /t RESCOURCE ` F / •: .' ;, -:., Approximate Location • 777777 CENTER / ,/ , / I %:_:?<� ,:,: . <��',re; / /f/ i '• , / y,a ! • I / / !J4"/ 1w / I „;; ;.•-.•j r:n ::: I1 Infiltration Test TP-2li /i} f y' ;% r I � ; , ` Designation and oci I I Al 1 4 t ! `-,,` � ,° 4- I %"`= Approximate Location / .„ ,,.... )„,,:„,,,,...„,.../....„,,,:,::. ,_„ ,,,,,,,,,,,,,,,„,:„,„, "`�c�1///// �, :;`_Fr 1 :,„„ ;_r F' 'r'; Existing Parking lot i' I f/ ,,' .... >;% .- -.:_ P1 Areas /. Jco / - - {yy::/°. . ;..� t a•fyf °xis•%',�,.,• 4:/ ' / it. G.//,//�///./cu1� / ' ::`.r•" ,'<:., NOTE • • of 5 �t :° 7;r:F "i" = i'g s, _ ��— /y ° .' ;. > i Ff" Thisii urebasedona er _ - W. I ^_ ?? i - F' a. N f. t= ••k / • _ ;�-�' �.�� provided topographic a hic survey :d f' _ t r • -= Y P W '•/ ear:"�' <� P 9 P ,a •ter :•r �•'%Y•'•'ti ,yr z . ��tr , >v, :�<<<�: b Triad Associatesdated+'yz• " y,,.,, • I 0 41 y r. 121 A'! v ,e. sF., r ..:s .°s...;° •.e4 s:v.:y :, �� � y!s-t �":=' F.�'iy, "i«.e S,. Y:,, rtr 1.i .•�..a z f>?~ ':l'• E,. -E' f ,•,, ,*%. `` ,C/�'';>'< �' �°,,,n,.,;> ,, J , TechnologyResource Center '7 (1) ..L_ �- — — — — 1 { _-., 6�, ,°: .ry ,X'�: .:;y z„v,;,�;;: -:, ::.;,:.< Renton Technical College `�r"= '``= 1 -= / Renton,Washington o > 1 :'..<x w_ ay_ _ �_an_1 h t _ +v�_ .c"z - E '`,` 1- SITE AND EXPLORATION PLAN r ` 1 _ 0 — 60 — 120 - — — February 2000 21-1-08866-001 9 \ ` 1' NE 4 TH STREET NE 4 TH STREET SHANNON&WILSON, INC. FIG. 2 LLScale in Feet Geotechnlcal and Environmental Consultants Shannon&Wilson, Inc.(S&W),uses a soil GRAIN SIZE DEFINITIONS classification system modified from the Unified Soil Classification System(USCS). DESCRIPTION SIEVE SIZE. Elements of the USCS and other definitions FINES <#200(0.8 mm) are provided on this and the following page. Soil descriptions are based on visual- SAND* mm) manual procedures(ASTM.D 2488-93) •MFiee #40--10( m ) unless otherwise noted. •Coarsem #401 -#10(2 m) � •Coarse #10-#4(5 mm) S&W CLASSIFICATION GRAVEL*•Fine #4_a inch OF SOIL CONSTITUENTS •Coarse a-3 inches • MAJOR constituents compose more than 50 COBBLES 3-12 inches I percent,by weight,of the soil. Major constituents are capitalized(SAND). BOULDERS >12 inches - • Minor constituents compose 12 to 50 percent of *Unless otherwise noted,sand and gravel,when present, • the soil and precede the major constituents(silty range from fine to coarse in grain size. SAND). Minor constituents preceded by "slightly"compose 5 to 12 percent of the soil i;; (slightly silty SAND). RELATIVE DENSITY/CONSISTENCY • Trace constituents compose 0 to 5 percent of the soil(slightly silty SAND;trace of gravel). COARSE-GRAINED SOILS FINE-GRAINED/COHESIVE SOILS N,SPT, RELATIVE N,SPT, RELATIVE I MOISTURE CONTENT DEFINITIONS BLOWS/FT. DENSITY BLOWS/FT. CONSISTENCY 0-4 Very loose <2 Very soft Dry Absence of moisture,dusty,dry to 4-10 Loose 2-4 Soft ' the touch 10-30 Medium dense 4-8 Medium stiff 30-50 Dense 8-15 Stiff Moist Damp but no visible water Over 50 Very dense 15-30 Very stiff Wet Visible free water,from below water Over 30 Hard ' 1 table ABBREVIATIONS WELL AND OTHER SYMBOLS • ATD At Time of Drilling r • Cement/Concrete - Asphalt or PVC Cap Elev. Elevation NE Bentonite Grout Cobbles r i ft feet Bentonite Seal • r-' Fill HSA Hollow Stem Auger 8/ Slough 4.4 Ash o ID Inside Diameter \ N Silica Sand A Bedrock A in inches 0 o ••••• Gravel a lbs pounds 2"I.D.PVC Screen s..... a) Effj (0.020-inch Slot) ce Mon. Monument cover rn • 3-0N Blows for last two 6-inch increments a NA Not Applicable or Not Available - • E. OD Outside Diameter 9 co OVA , Organic Vapor Analyzer 9 PID Photoionization Detector ' Nppm parts per million Technology Resource Center Co Renton Technical College CO PVC Polyvinyl Chloride Renton,Washington 0 SS Split Spoon sampler SOIL CLASSIFICATION SPT Standard Penetration Test ,AND LOG KEY 4 E USC Unified Soil Classification O WLI Water Level Indicator February 2000 21-1-08866-001 6 , — SHANNON&WILSON, INC. FIG,. 3 it Geolechnical and Environmental Consultants Sheet 1 of 2 I1 UNIFIED!SOIL CLASSIFICATION SYSTEM (From ASTM D 2488-93&2487-93) r MAJOR DIVISIONS GROUP/GRAPHIC TYPICAL DESCRIPTION SYMBOL OO o 0 Well-Graded Gravels,Gravel-Sand Clean Gravels GW ° 0° Mixtures,Little or No Fines (less than 1 Q Gravels I II Poorly Graded Gravels,Gravel-Sand (more than 50% +5%fines)fines) GP • • Mixtures,Little or No Fines of coarse fraction retained G vels with 0 GM Silty Gravels,Gravel-Sand-Silt Mixtures on No.4 sieve) Gravels (more Coarse-Grained than 12%fines) GC Clayey Gravels,Gravel-Sand-Clay Soils(more than Mixtures 50%retained on ; Well-Graded Sands,Gravelly Sands, No.200 sieve) Clean sands SW • Little or No Fines Sands '(less than • (50%or more 5%fines) SP • '. Poorly Graded Sand,Gravelly Sands, - of coarse Little or No Fines . fuse Dual Symbols fraction for 5-12%Fines passes the Sands with 0 SM •.I•i Silty Sands,Sand-Silt Mixtures ` (l.e.GP-GM)) 1) No.4 sieve) Fines(more l/111 thani 12%fines) SC � Clayey Sands,Sand-Silt Mixtures Inorganic Silts of Low to Medium ML j Plasticity,Rock Flour,or Clayey Silts Silts and Clays Inorganic With Slight Plasticity (liquid limit Inorganic Clays of Low to Medium less than 50) CL A Plasticity,Gravelly Clays,Sandy Clays, Fine-Grained Soils I Silty Clays,Lean Clays (50%or more ) — Organic Silts and Organic Silty Clays of passes the Organic OL — — Low Plasticity No.200 sieve) CH Inorganic Clays of Medium to High Plasticity,Sandy Fat Clay,Gravelly Fat Clay I , Silts and Clays Inorganic (liquid limit MH Inorganic Silts,Micaceous or Diatomaceous 50 or more) Fine Sands or Silty Soils,Elastic Silt i/ Organic Clays of Medium to High Organic OH /,// Plasticity,Organic Silts Highly Organic Primarily organic matter,dark in PT Peat,Humus,Swamp Soils with High o Soils color,and organic odor : i. Organic Content(See D 4427-92) o 0 N O N 0 N O 3 v w !- 0) O. I N O 9 CD CO co NOTES 0 1. Dual Symbols(symbols separated by a hyphen,i.e.,SP-SM, Technology Resource Center slightly silty fine SAND)are used for soils with between 5% Renton Technical College co and 12%fines or when the liquid limit and plasticityindex q Renton,Washington o values plot in the CL-ML area of the plasticity Ichart. N 2. ,Borderline symbols(symbols separated by a slash,i.e., SOIL CLASSIFICATION CL/ML,silty CLAY/clayey SILT;GW/SW,sandy AND LOG KEY i) GRAVEL/gravelly SAND)indicate that the soil may fall into E one of two possible basic groups. 2 February 2000 21-1-08866-001 SHANNON&WILSON,INC. FIG. 3 Geotechnical and Environmental Consultants Sheet 2 of 2 TESTPIT1 21-08866-GPJ SHAN WIL.GDT 2/9/00 Fld: Int: Chk: SOIL PROFILE DESCRIPTION o,� o o SKETCH OF TEST PIT SIDE 0a EE o NOTES- w a Horizontal Distance in Feet Ft. ao rn n 33 e5g 0 0 3 • 6 9 12 15 1: Sod and Grass;moist OL. 0. . . 0.8 ;� 2: Medium dense to dense, brown, .' 3-inch diameter . \:: • i sandy GRAVEL;moist; (Stratified I. conduit with wires. • Recessional Outwash)GW. s-1 4.2 I. 3 -- - - - - i------ ---- •--- • -- .4 2 ro S. 6 I. . • - — .6 3.2 — • i • •` S-2 8.0 '" - - . . • 1 . . . . . • . . • • • • • 12 ... ._ - - • i.. • • . . . - I 15 i • Technology Resource Center NOTES. LEGEND Renton Technical College • 1. The discussion in the text of this report is necessary for a Roots Renton,Washington • proper understanding of the nature of the subsurface materials. 2. Refer to Soil Classification and Log Key for explanation of Z Seepage LOG OF TP-1 'n "Symbols"and Definitions. catG7 Cobble or Boulder February 2000 . 21-1-08866-001 da. 3. USCS designation is based on visual-manual classification and - selected laboratory index testing. 1. Log SHANNON &WILSON, INC. FIG. 4 • ) Geotechnical and Environmental Consultants .. - _......„ . . . • TESTPIT1 21-08866.GPJ SHAN_WIL.GDT 2/9/00 ' - Rd: lot: Chk: • Zg . -4" SOIL PROFILE DESCRIPTION 0''')— - 0 75 0 -6 I SKETCH OF TEST PIT SIDE I zi 4 i .c a) a- E E •'•• c 0* NOTES WI tn- Horizontal Distance in Feet > 0 12 Ft. <0 c . co o (9 0 0 3 6 9 15 - — Cl) 1:Grass and Sod; moist OL. - - • i 0.5 S-1 2: Medium dense, brown and gray,silty, 6:6 . ' . . . . . . . • gravelly SAND; moist(FILL)SM. . ••x 0 . . •,... • . . . . • -•x • ' '•-• • • • . . • 2.2 .4'.: • 3: Medium dense,gray, slightly 6.2 • • (3) . . • A grpavelly,fine to medium SAND; moist/2.8 .i.-.%::-: 3 .. . . . . 4: Dense,gray,gravelly SAND; moist .•.-, faintly statified;(Recessional Outwash) • • - I. • • . • • • SW. •:•:. • • . . :•:•: i •:•:' • • • - - - - i 6 • ::::: • '-'-' - ----!— •:•:' ' ' ' ' • . . S-3 • • .•••• . ..•... • • .•.•. -- - - i.......: • • 10.0 ..-..-' • . . • •. . . . ... - . . . . . . • . . . • " 12 - . . .. • - - . : . . . • • - • • • , . . . . . • - • • • . . . . . . . . . . . . . . . . . • - • - • • i . . - • 15 • ! • ' i • NOTES LEGEND Technology Resource Center Renton Technical College 1. The discussion in the text of this report is necessary for a .. ,' Roots Renton,Washington proper understanding of the nature of the subsurface materials. ? '2. Refer to Soil Classification and Log Key for explanation of Seepage LOG OF TP-2 -71 "Symbols"and Definitions. • 0 ogiD Cobble or Boulder February 2000 21-1-08866-001 01 • 3. USCS designatior is based on visual-manual classification. • MO. Log SHANNON &WILSON, INC. Geotechnical and Environmental Consultants FIG. 5 - - - _ r � _ _ _ ---'-i ---, • TESTPIT1 21-08866.GPJ SHAN_WIL.GDT 2/9/00 Fld: hit: Chk: SOIL PROFILE DESCRIPTION m o • SKETCH OF TEST PIT SIDE P.o- E E :-' o°-' NOTES o. Horizontal Distance in Feet Ft. . ' Q(S) c' cn 0 8 6 g 0 0 3 6 9 12 15 1:Grass and Sod; moist OL C1 } i 0.5 ., 2: Dense, brown,gravelly,silty SAND to 4 • • Iy slightly silty,sandy GRAVEL;moist; .'.•::f scattered wood and cinders(Fill) j::: ' SP-GP. '•�• s-1 11.o I . . . j . On. 2• r.1 8.4• 3:. 3_2 • j .4.8 '.., 3: Medium dense to dense, s-3 12.4orange-brown,gravelly,silty fine to . 3 medium SAND; moist(Original- :Ix 6Ground)SM. 6.4 ••�'. -- --4:-Dense;gray,-gravelly-SAND; moist - ----::, -- (Recessional Outwash)SP. I O S-4 6.2 i I • 8.5 • 9 . . . ... I .- . .. — .1. - . . — . ... • 12 - i • NOTES LEGEND Technology Resource Center Renton Technical College 1. The discussion in the text of this report is necessary for a . .� Roots Renton,Washington proper understanding of the nature of the subsurface materials. 2. Refer to Soil Classification and Log Key for explanation of • 9 Seepage • LOG OF TP-3 '>7 0 "Symbols"and Definitions. _ February 2000 21-1-08866-001 Cobble or Boulder co 3. USCS designation is based on visual-manual classification. • Log SHANNON &WILSON, INC. FIG. 6 (] Geotechnical and Environmental Consultants .__' - - -- } ' TESTPITI 21-08866.GPJ SHAN_WILGDT 2/29/00 fid: Ink Chk: SOIL PROFILE DESCRIPTION d LK ta . SKETCH OF TEST PIT SIDE Ez a e w d ; NOTES Horizontal Distance in Feet ' d a E a Ft. ¢0 w con �� �3 0 0 3 6 9 12 15 1:Grass and Sod;moist to wet OL. (1) 0.6 2:Medium dense to dense,brown, •• gravelly,silty SAND;moist;scattered ` • Light seepage cinders(Fill)SM. ;,.. (permed) ,-� S-1 8.8 ' •.•. Abandoned 3:Dense,orange-brown,gravelly,silty fine 2 8 .%•• sprinkler system 3 to medium SAND;moist(Original • Ground)SM. :.� 9.9�` S-2 3 O Infiltration Test I-1 5.8 ;r 6 4:Dense,gray-brown,sandy GRAVEL; ` moist(Recessional Outwash)GW. j S-3 3.4 \ \,..,' . 8.0 1► 9 • 12 15 NOTES LEGEND Technology Resource Center Renton Technical College 1. The discussion in the text of this report is necessary for a proper , f Roots Renton,Washington understanding of the nature of the subsurface materials. - -n 2. Refer to Soil Classification and Log Key for explanation of g Seepage LOG OF TP-4 'Symbols"and Definitions. 0 de Cobble or Boulder February 2000 21-1-08866-001 ".4 selected USCS designation is based on visual-manual classification and selected laboratory index testing. Log - SHANNON&WILSON, INC. FIG. 7 Geotechnical and Environmental Consultants • TESTPITI 21-08866.GPJ SHAN WIL.GDT 2/9/00 Fld: int: Chk: SOIL PROFILE DESCRIPTION $ o ai • v F SKETCH OF TEST PIT SIDE • a Q. o NOTES Horizontal Distance in Feet CD Ft. ¢'o rn `rn° 3 c°� 6 0 0 3 . 6 9 12 15 1:Grass and sod;wet OL 0.5 I 6 2: Medium dense to dense,brown, gravelly, silty SAND;moist(Fill)SM. • ` Light seepage ; I I l `•' S-1 15.2 (perched) I O .. Abandoned 3 23 21.7 spinkler system 3: Dense,dark gray,gravelly, silty • S-2 0 SAND;moist;scattered wire and glass 4•0 • ` i . (Fill)SM. •: S-3 12.9 i 4: Dense,orange-brown,silty,gravelly, Infiltration Test 1-2 ® . SAND;moist(Original Ground)SP. ': S-4 7.8 • 5.4 � • 5: Dense to very dense, brown,slightly i silty, sandy GRAVEL;moist :1 S-s 6 (Recessional Outwash)GW. •� O • 7.8 I. - i . I • . i _ • I ' I . • 15 - • NOTES LEGEND Technology Resource Center Renton Technical College . 1. The discussion in the text of this report is necessary for a .c ' Roots Renton,Washington proper understanding of the nature of the subsurface materials. ,T 2. Refer to Soil Classification and Log Key for explanation of g Seepage . LOG OF TP-5 "Symbols"and Definitions. i;ii,. Cobble or Boulder February 2000 21-1-08866-001 0o 3. USCS designation is based on visual-manual classification. Log SHANNON &WILSON, INC. FIG. 8 01 . Geotechnical and Environmental Consultants — . . .. ---, - SIEVE ANALYSIS HYDROMETER ANALYSIS n SIZE OF MESH OPENING IN INCHES I NO.OF MESH OPENINGS PER INCH,U.S.STANDARD GRAIN SIZE IN MILLIMETERS n 2 N p "t O O O O. O O O O O co O O O O O O O O O N tD V r7 N .- 0 ,C V N V CD N 100 , 0 m m P L 90 10 In D Z F 80 20 b O N i_ 70 30 2 o 2 ('3 W E 80 40 m m _ 2 IL W W to Z_ 50 50 CC u- 0 I— 0 Z Z W - - 0 40 60 w W 0 a IL W a 30 - 70 20 80 10 90 0 , „ , , , , , , , , , , r , , , l i , , � I , 100 O O O O O O O O O co V CON m q V q N CO CD V O N 8 8 V 2 ^O O O O . u) V 0 N O O O O O r7 N O O q q q 8 , R GRAIN SIZE IN MILLIMETERS COARSE FINE COARSE MEDIUM FINE COBBLES FINES: SILT OR CLAY GRAVEL SAND BORING AND DEPTH U.S.C.S. SAMPLE FINES NAT. LL PL PI TechnologyResource Center SAMPLE NO. (feet) SYMBOL DESCRIPTION % W.C.% % % % Renton Technical College • TP-1,S-2 7.0 GW Brown,sandy GRAVEL,trace of silt 0.7 3.2 Renton,Washington ■ TP-4,S-2 4.0 SP Red-brown,gravelly SAND,trace of silt 4.8 9.9 GRAIN SIZE DISTRIBUTION 7 • February 2000 21-1-08866-001 0 ' SHANNON&WILSON,INC. FIG. 9 a) G.ot.chnlcul and Environm.ntal Consultants [ 1 ! I! /_ Sloped to Drain Away From Structure _�Wall Pavement or 18'' Drainage Sand& Impervious Soil °°o � Gravel or.Washed Pea Gravel Backfill Meeting Gradation 18" o 0 Requirements for Structural Fill Min. j y__:____-- Damp Proofing , (See Note 2) • o Weep Holes Vapor I Excavation Slope p Contractor's ooa (See Note 1) Barrier (, Responsibility o Floor Slab \:_r_ / l Il - ° 12" Min.Cover of Pea Gravel o '---- o '° °'o ° '° a o° o°-18" Min. o°o. (6" Min.on Sides of Pipe) o 0 °° ° ° , °/o o t Tr. o V t. Subdrain Pipe Washed Pea 4" Min. 4' Gravel INot to Scale • (• MATERIALS NOTES • Drainage Sand&Gravel with 1. Drainage gravel beneath floor slab should be the Following Specifications: hydraulically connected to subdrain pipe. Use of 2" /o Passing dia.weep holes as shown is one applicable method. Sieve Size by Weight 2. Structural fill should consist of well-graded granular 1-1/2" 100 soil with not more than 20%fines(by weight based on 3/4" 90 to 100 minus 3/4"portion)passing No.200 sieve(by weight 1/4" 75 to 100 sieving)with no plastic fines. ( No.8 65 to 92 3. Backfill within 18"of wall should be compacted with No.30 20 to 65 hand-operated equipment. Heavy equipment should No.50 •5 to 20 not be used for backfill, as such equipment operated No. 100 0 to 2 near the wall could increase lateral earth pressures (by wet sieving) (non-plastic) and possibly damage the wall. 4. All backfill should be placed in layers not exceeding 6"loose thickness and densely compacted. Beneath paved or sidewalk areas,compact to at least 95% SUBDRAIN PIPE Modified Proctor maximum density(ASTM: D1557). Otherwise compact to 90%minimum. 4"minimum diameter perforated or slotted pipe; - tight joints;sloped to drain (6"/100'min.slope); provide clean-outs. Technology Resource Center Perforated pipe holes (3/16"to 1/4"dia.)to be Renton Technical College ,- in lower half of the pipe with lower quarter Renton, Washington segment unperforated for water flow. i _ Slotted pipe to have 1/8"maximum width slots. SUBDRAINAGE & BACKFILLING j February 2000 21-1-08866-001 SHANNON&WILSON, INC. FIG. 10 , Geotechnical and Environmental Consultants SHANNON F&WILSON.INC. APPENDIX IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT 21-1-08866-001 -ISHANNON &WILSON, INC. Geotechnical and Environmental Consultants Attachment to and part of Report 21-1-08866-001 _ Date: February 24,2000 IITo: S.M.Stemper Architects Seattle,WA Important Information About Your Geotechnical/Environmental Report CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise,your consultant prepared your report expressly for you and expressly for the purposes you indicated. No ine other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT'S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. - A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project-specific factors. t Depending on the project,these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice;the location of the structure on the site and its orientation;other improvements such as access roads,parking lots,and underground utilities;and the additional risk created by scope-of-service limitations imposed by the client. To help avoid costly problems,ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise,your report should not be used:(1)when the nature of the proposed project is changed(for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an f. unrefrigerated one,or chemicals are discovered on or near the site);(2)when the size,elevation,or configuration of the proposed project is altered;(3)when the location or orientation of the proposed project is modified; (4)when there is a change of ownership;or(5)for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. - SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example,groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods,earthquakes,or groundwater fluctuations may also affect subsurface conditions and,thus,the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events,and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant,who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations,you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. A REPORT'S CONCLUSIONS ARE PRELIMINARY: The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork;therefore,you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's Page 1 of 2 1/2000 I ' recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems,the consultant should be retained to work with other project design professionals to explain relevant geotechnical,geological,hydrogeological,and environmental findings,and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs(assembled by site personnel),field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not,under any circumstances,be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors o l omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared,or authorized for their use. If access is provided only to the report prepared for you,you should advise contractors of the report's limitations,assuming that a contractor was not one of the specific persons for whom the report was prepared,and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party,the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts,reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties;rather,they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report,and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring,Maryland I ' Page 2 of 2 1/2000 \0D (y). ENGINEERING REPORT Level 1 Drainage Report • Renton Technical College Technology Resource Center Project No. C990308-05 • • October 2,2000 PREP RED v�1.Op�1F\`T.P T0 1i`jG C, Renton ATechnicalC�'llege DE 3000 Northeast 4th Street '1 - 30 Renton,WA 98056-415 ®�� Contact:Jon Pozega ,-v � Barry Baker PREPARED THROUGH: S.M. Steeper Architects 217 Pine Street Suite 700 Seattle,WA 98101 u a to Contact:Jerry Osborn,AIA C. Ap-'f RYAS Paul Aiello w4®� ' t® tr p Oa PREPARED BY: \, Coughlin Porter Lundeen �0� 6577 {, 217 Pine Street GNAL As 1P� Suite 300 SI I i,l Seattle,WA 98101 EXPIRES 01/23/2002 Phone: (206)343-0460 Contact:Mr.Steve Porter,P.E. COUGHLIN PORTER LUNDEEN Drainage Report for Level 1 Site Plan Approval Technology Resource Center • Renton Technical College _ Coughlin Porter Lundeen Project No.C990308-05 October 2,2000 Table of Contents Section I Page I. PROJECT OVERVIEW 2 GENERAL DESCRIPTION 2 EXISTING DRAINAGE AND SITE CONDITIONS 2 PROPOSED DRAINAGE SYSTEM 3 II. PRELIMINARY CONDITIONS • 4 CORE REQUIREMENTS 4 SPECIAL REQUIREMENTS 4 HI. OFF-SITE ANALYSIS 6 - IV. SITE HYDROLOGY 6 STORM RUNOFF CONTROL ANALYSIS 6 WATER QUALITY ANALYSIS 8 V. CONVEYANCE ANALYSIS 8 i VI. TEMPORARY EROSION AND SEDIMENT CONTROL 8 Figures FIGURE 1-TIR WORKSHEET FIGURE 2-VICINITY MAP FIGURE 3-SCS SOILS MAP-KING COUNTY AREA SHEET#11 I. FIGURE 4-REDUCED USGS TOPOGRAPHY MAP FIGURE 5—EXISTING SITE CONDITIONS FIGURE 6-PROPOSED SITE CONDITIONS FIGURE 7A to 7F-SENSITIVE AREAS FOLIO MAPS • FIGURE 8-DOWNSTREAM OFF-SITE MAP FIGURE 9-PROPOSED DRAINAGE CONDITIONS - FIGURE 10-CONTRIBUTING BASINS FOR WATER QUALITY TREATMENT FIGURE 11-DEMOLITION AND TEMPORARY EROSION&SEDIMENT CONTROL PLAN(TO BE INCLUDED IN THE FINAL TIR SUBMITTAL) COUGHLIN PORTER LUNDEEN October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lv11 TIR_Report.doc PROJECT OVERVIEW General Description The following preliminary Technical Information Report(11R)provides the technical information and design background required for developing the Drainage and Temporary Erosion and Sedimentation Control(TESC)Plan for the project. The design for the new Technology Resource Center at Renton Technical College will be based on the requirements set forth in the 1990 King County Surface Water Design Manual(KCSWDM). The proposed Technology Resource Center is located on the Renton Technical College campus, which is located at 3000 Northeast 4th Street in Renton,Washington(see Figure 2-Site Vicinity Map). The project site is adjacent north of Northeast 4th Street,east of Jefferson Avenue Northeast,and south of Kirkland Avenue Northeast. The project lies within the Lower Cedar River community basin and drainage sub-basin. The site currently consists of a paved student/faculty parking area and landscaped areas. The primary development involves the demolition and clearing of landscaped areas for construction of a two-story 25,800 square foot building. Additional improvements includes overlaying an existing parking lot,construction of concrete sidewalks and plaza areas,landscaping,and installation of associated utilities. The project will provide stormwater runoff control and water quality treatment per the 1990 King County Surface Water Drainage Manual(KCSWDM). Surface water runoff from new rooftop areas, parking areas,roadways,and walkways will be collected via catch basins and area drains before draining into an onsite system that will provide 100%infiltration for the stormwater. Storm runoff from new asphalt areas subject to vehicular traffic will be routed to an underground water quality vault prior to discharging into the site's infiltration system. An overflow mechanism will also be designed as part of the infiltration system(in the event of a storm event greater than the 100-year storm event or unanticipated plugging of the system)that will discharge the stormwater to the public storm system in Kirkland Avenue Northeast/Northeast 5th Street. In addition to adhering to the requirements established by the 1990 KCSWDM,all storm improvements will also be designed and constructed in accordance with City of Renton Engineering Standards. Existing Drainage and Site Conditions The project site consists of approximately 2.55 acres of the west half of the Renton Technical College campus. The site is currently comprised of landscaped areas,asphalt and gravel parking areas, paved roadways,and concrete sidewalks(see Figure 5—Existing Site Conditions). The project site lies within the Lower Cedar River Sub-basin of the Cedar River Drainage Basin. The site slopes from east to west and varies from 0.5%toy 20%,with the northwest corner being the"low"point of the project area. The area consisting of 20%slopes is located at the northwest corner of the site and has a vertical relief of 5 feet over a length of 25 feet. According to King county's definition of"steep slopes",we believe that the project site topography does not apply to steep slope restrictions. A landscaped berm,with trees,located on the west edge of the project separate the site from the Jefferson Avenue Northeast right-of way. COUGHLIN PORTER LUNDEEN 2 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lyn. TIR_Report.doc Storm runoff drains off-site in one of two ways:stormwater is collected in catch basins and conveyed to the City's storm main;or stormwater sheet flows off-site towards the City's right-of- way.Approximately 1.94 acres of landscaped and sidewalk areas,indicated as"Sub-basin A"(see Figure gu 5),sheet flows northwest to another catch basin,which then conveys the runoff to a storm main in Kirkland Avenue Northeast. Stormwater from"Sub-basin B"(see Figure 5),which consists of the existing parking lot and drive lanes(to be redeveloped),currently drains to an existing catch basin located southeast of the entrance to"Building D". The collected stormwater is then routed under Building"D"and we believe discharges(via a wye connection)into an 8-inch storm pipe before eventually being routed into the Kirkland Avenue Northeast storm system.The remaining 0.11 acre of the site sheet flows off-site into the Northeast 4th Street,Jefferson Avenue Northeast,or Kirkland Avenue Northeast right-of-way. - Proposed Drainage System The proposed project will add a new 25,800 square feet building with associated landscaped and parking improvements along the west edge of the Renton Technical College campus. Parking improvements will also include the overlaying of an existing parking lot along,with the new striping,and a new asphalt turn-ar eund. In addition,new storm,sanitary sewer,water, telecommunication,electrical,and gas utility improvements will be constructed(see Figure 6— Proposed Site Conditions). The proposed drainage system for the project site will collect runoff from new roof,new asphalt _ paving,concrete sidewalk,and landscaped areas prior and the collected stormwater will then be infiltrated 100%for storms up to and including the 100-year storm event. An underground vault located at the northwest corner of the site will be designed to provide the required volume to infiltrate the onsite storm runoff. The proposed storm system will consist of a typical catch basin and dosed pipe system,two underground water quality,vaults,and an underground infiltration vault. Surface runoff from new parking areas and drives will be collected with catch basins and treated for water quality first,via underground vaults,before conveying to the underground infiltration vault.Surface runoff generated from the rooftop of the proposed building,walkways, and landscaped areas will be collected via roof downspouts,catch basins,and area drains before being routed to the underground infiltration vault. The footing drains will also be tight-lined to the proposed conveyance system. The existing parking lot to be overlaid will be treated separate from the other site improvements in regards to stormwater treatment. According to King County standards,the parking lot being overlaid with a fresh coat of asphalt is not considered as"new"impervious area subject to vehicular traffic. What this means is that this area does not warrant stormwater treatment for water quality. In addition to being exempt from water quality,the overlaid parking lot is also considered to be exempt from storm runoff control. The reasoning behind this premise is because stormwater from this parking lot will maintain its current drainage course,which currently drains to an existing catch basin,and will not add any new impervious area to the lot. COUGHLIN PORTER LUNDEEN 3 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lv11 TIR_Report.doc Page 1 of 2 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 , PROJECT OWNER AND PART 2 PROJECT LOCATION. PROJECT ENGINEER. AND DESCRIPTION Project Owner Renton Technical College Project Name Renton Technical College-Technology Address 3000 NE 4th Street,Renton,WA,98056-4195 Resource Center Phone (425)235-2352 Location 3000 NE 4th Street, Renton,WA,98056-4195 Project Engineer Steve Porter,P.E. Township 22N Company Coughlin Porter Lundeen Range 5E Address Phone 217 Pine Street,Suite 300,Seattle,WA, Section 9 98101 (206)343-0460 Project Size 3.21 AC Upstream Drainage Basin Size AC cc PART 3.TYPE OF PERMIT APPLICATION" . PART 4 OTHER PERMITS. ❑ Subdivision ❑ DOF/G HPA Shoreline Management ❑ Short Subdivision ❑ COE 404 ❑ Rockery • Grading ❑ DOE Dam Safety ® Structural Vaults ❑ Commercial ❑ FEMA Floodplain ❑ Other(NPDES) ❑ Other ❑ COE Wetlands ❑ HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN - • Community Basin Lower Cedar River Drainage Sub-basin(located within the Cedar River Drainage Basing Lower Cedar River Community Basin PART 6 SITE CHARACTERISTICS ❑ River • ❑ Floodplain ❑ Stream ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs ❑ Depressions/Swages ❑ High Groundwater Table ❑ Lake ❑ Groundwater Recharge ❑ Steep Slopes ❑ Other ❑ Lakeside/Erosion Hazard PART 7 SOILS:' Soil Type Slopes Erosion Potential Erosive Velocities Arents,Everett,SCS'B' 0.5%to 20% ❑ Additional Sheets Attached 1/90 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART8,DEVELOPMENT LIMITATIONS. , , • , REFERENCE LIMITATION/SITE CONSTRAINT El 0 ❑ I 0 0 ❑ Additional Sheets Attached PART 9 SITE.CHARACTERISTICS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION ® Sedimentation Facilities j ® Stabilize Exposed Surface ® Stabilized Construction Entrance ® Remove and Restore Temporary ESC Facilities ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris ® Clearing and Grading Restrictions ® Ensure Operation of Permanent Facilities ® Cover Practices ❑ Flag Limits of NGPES • ® Construction Sequence ❑ Other ❑ Other PART 10 SURFACE WATER SYSTEM. ❑ Grass Lined Channel ❑ Tank ® Infiltration Method of Analysis ® Pipe System /1 Vault ❑ Depression 1990 King County Surface Water Drainage Design ❑ Open Channel El Energy Dissipater , ❑ Flow Dispersal Compensation/Mitigation of ❑ Dry Pond El Wetland ❑ Waiver Eliminated Site Storage ❑ Wet Pond ❑ Stream ❑ Regional Detention Brief Description of System Operations An infiltration system consisting of an underground vault and trench will be installed to control surface runoff. An underground vault will also be installed to treat new impervious areas subject to vehicular traffic for water quality. Facility Related Site Limitations ❑ Additional Sheets Attached Reference Facility Limitation 'PART-1'1' STRUCTURAL ANALYSIS, PART 12 EASEMENT/TRACTS • (May require special structural review) ❑ Cast in Place Vault ® Other Pre-cast Vault ® Drainage Easement El Retaining Wall El Access Easement ❑ Native Growth Protection Easement ❑ Rockery>4'High ❑ Tract ❑ Structural on Steep Slope ❑ Other ,PART 1°4,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 --- . ( 0(I I2<iiu knowledge the information provided here is accurate. Signed/Date 1/90 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURALAND CIVIL ENGINEERING CORPORATION • z; ?sa„� =`a6 '" ': ;a; ,y} '' r I `,: Sa. "�-, •tw'tu: s ,at' a'.n;,, <;sa;.. 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P f --1 i? iL yL}-i ! ��iI• :c°'t' 1 L� F il,;�.Y 0 r , ttCC nntt h 4�, .,.4Lr�N�G`. �''i f '�'32j a���%� pi. w> ,Yn' k wn µe: �ESTA�� SE �t7' 9 '4- Y k;` F � a' aas TN p t: "C6a • `f i `zt,. i. t.E. • �40 n V+: �.'s;' �` SEA , F" F Ate,: Q r` ,�4.. �.N ..�f Q 1..:t "K • d �`� rCp/ • • �} r3' Ls �''",:'r',r•.•' :r3�ae�.�:L :iW,�w�as3w::GzC."u. • • • Figure 2- Vicinity Map • • 217 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343-0460 • Fax (206) 343-5691 COUGHLINPORTERLUNDEEN ' A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION .N.<�f '' • :•• `:`'.;• `' I I I ` 1 ; ; ..:::.:X3; C , ct- 1,,• -- . , - 1,1, - 1 I , ) ' • •,—• • • • ::*.i:::•::::. ‘'!1,•• 21'iiiiiiillatti, 1111, 1 , 1 ; IL Lib. ' : : wi:i vq,,''..,:,,. ... ... • ,ir __._ .1 , ,AmC IA 1--i . ...:i. • pp: . . Ur ��E3� ,ehland • is /� 8 ® `c^ � p � — 9 �1 I •413• AgC . . iipz:A54,10% . : 1 AgC f 4�I Ir- Dl' I' • a ,1 1•/ � �,i- •``L ;� 'Trailer II L \" •ri •EvB .. , • 1 ' E :BM�. ' ••ir ,_ .. ..11 ', A,®® o a•ark'• 1 ; II a i u .BN uBM S11t.�.-� Jfu%. �P 1�Sy n . T ' • • •i - . , .31'1 S ,�•�.' v ` �,i Greenwood Ce I 1� ++ EvD '11 I ,- t-r 1 it 1111_ I4==:;" AgC :Al • ° e`1 • 1 • •.•e• �'/. t Oh 1� EvC %' it 406 �^ r I r I\ I .asehit p''' Dlr � q An 11 • Park \ _-- GRAVEL •PIT ` 6 p \ . • 0; j�.` •' i BM �C `p 11 `'‘\ ..• *.\\_,), e / •s 'o. IC\ 1 ,11/4 IF ,----- .._, . -15' . Rh , �� 1 .1• 3 a \\ AkF ---I AkF \O 1 • �1 AkF cWo AkF I �s��-ir I rr o e ��; 1 BM• i AgCAkF • RxV,6'. 1;: df ] J47 -- - ,- - `\v AgC ! / `\z. Coos6i la.•. ,, _ --i.N, . • �.�d I '" \\ < AgD �,`I •\ ��' , - py '�\ - Substa I AmC1 P`1 ` Win`. -- r�..• ` u 0 I� `•, AgC • '- '--• --• I,' C/h`�.�_AkF_ \'%I ap'.. ••• : •:n a P . ' 1 \AgD . 20 \e C \`.',' -21 ``\ ''•;<'• "` ' • • 1° '-'Figure 3 — SCS Soils Map. An = 6c5 So I .T im ,l„EEM-5,El'E E7r MI A 217 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343-0460 • Fax (206) 343-5691 , • • I • • • SOIL LEGEND The.first capital letter Is the initial one of the soil name. A second capital letter, • — A,B,C,D,E,or F, indicates the class of slope. Symbols without a slope letter are those of nearlylevel soils.' • , • • SYMBOL ' NAME Boundary', State..; ' AgB , Alderwood gravelly sandy loam,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes • County, • AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes AkF Alderwood and Kitsap solls„I very steep • Civil to • AmB •Arents,Alderwood material,0 to 6 percent slopes .. er:- 1.5 to 15 percent slopes* Reser of Reserve BeC Beausite gravelly sandy loam,6 to 15 percent slopes Small pi BeD Beausite gravelly sandy loolm,15 to 30 percent slopes • • • �_ BeF Beausite gravelly sandy lu.m,40 to 75 perwdt slope:, Land qn ' Bh Bellingham silt loam . • Township Br .Briscot silt loam • . • Bu Buckley silt loam Township Cb Coastal Beaches Section lir Section lin Ea - Earimont silt loam -Ed Edgewick fine sandy loam Township ' EvB Everett gravelly sandy loam,0 to 5 percent slopes • EvC Everett gravelly sandy loam) 5 to 15 percent slopes Section lin EvD Everett gravelly sandy loam 15 to 30 percent slopes - Section co EwC Everett-Alderwood gravelly'sandy looms,6 to 15 percent slopes • -• • Boundary i • InA Indianola loamy fine sand,0 to 4 percent slopes ' InC Indianola loamy fine sand,4 to 15 percent slopes United Sta • InD Indianola loamy fine sand, 15 to 30 percent slopes • • KpB Kitsap slit loam,2 to 8 perclent slopes • Buildings KpC Kitsap silt loam,8 to 15 percent slopes - • - • KpD Kitsap silt loam, 15 to 30 percent slopes School,ch • KsC Klaus gravelly loamy sand, to 15 percent slopes Buildings Ma Mixed alluvial land 41. • Power from • NeC Nellton very gravelly loamy sand,2 to 15 percent slopes Telephone Ng Newberg silt loam • Nk Nooksack silt loam Wells othe No Norma sandy loam • Tanks;oil] Or Orcas peat • Located as Os Oridla silt loam • • OvC Ovall gravelly loam,0 to 15 percent slopes .• . OvD Ovall gravelly loam, 15 to 25 percent slopes Horizontaa OvF Ovall gravelly loam,40 to 75 percent slopes Tablet„ Pc Pllchuck loamy fine sand Pk Ptichuck fine sandy loam Other re Pu Puget silty clay loam Horizonte<I • • Py Puyallup fine sandy loam • • Any reci RaC Ragnar fine sandy loam,6 to 15 percent slopes RoD Ragnar fine sandy loam, 15 ot• l 25 percent slopes Vertical ci • RdC Ragnar-Indianola association,sloping* • • •RdE Ragnar-Indianola association,moderately steep• Other rie • Re Renton silt loom ' Rh Riverwash Checked s Unc hec ke:d So Sala!slit loam i Sh Sammamish silt loam Sk Seattle muck ' .Sm Shalcar muck Sn Si silt loam So Snohomish silt loam - • Sr Snohomish silt loam,thick surface variant Su Sultan silt loom i Tu Tukwila muck Ur Urban land Wo ,Woodinville silt loam - • - • The composition of these units is more variable than that of the others in the area,but it has been-controlled well enough to Interpret for the • expected use of the soils. • 7 ' COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • • {y1q bM�k... + *A'3:.,.""T 1."%?.0 ':';.: .Lr}•:=cam `^'';^:zit,f.., �T i:A(: ::'i'.sAF ' •rJ✓^,+S:�L�':D�� W=`TT`s`�'i?�t i. /'^ S .. .�i•T X r c. *F# r v1 :� '" •lv'.,..,., r.-nb'° .r.wr•., 'r*iF,•,-w,ti,,. }i, • 74' �`3" y -',3'> `�'t;;,:', ':k7,,.t :X + ii.. +u e., ;N t.'a`: i�./i7. v°<:,-..-1. ,.,�.-r, 4,'"'+c�'♦ :'J ` 4 i'. ..as ,': a`'^"' S .1 < f Wr oar` Y.'<37rt •s�iTaw, .' r▪ w ''t 1 44 aF -b to Y ? ?` i s} r y v .,'', ..YY t•a .x.-:..{{ -n t!'�11 y ',` ".." j r; ri''�, a Z t 4' i'`.a '( :''t•. �ss y: y;..: s a4 . li, :. !( r wv�x+J s�` 4 s,"', N. �' '« . a i< s•` La, rel S �,r° € e a < ,�.s xn *F l z i,Ion; DW?' % m: r x r ? s.;-..� ._. ;Y;E d� ,f( �.1. i [ .�-& s'�i * � Hz.', .r a','Y',,.v�.c �ry yI y $C 4 :,-r.;:'' -��. \ �z'f�'` r,3i '�?- ✓ � 3:,�� +1 `a 4 s 3 b t� 4 r x z^' yy :E 1 •,:,, > ,.Y Gt -� ss a. ** s..2 c. yt 'Y'K, • J M1� lei�}a *, L rior ' £ >,a a ,,„ F F 'a ,„#YP `s3.k s 57. .1'K.9r.. vµ. • -r.7 t <� �'F 1 i '7.1 i 'v'✓ `'..y3 F�`'......I'y ,E�::n:.irE,r,y:'' t -�4�' ` r � .y .'-Y a st wt 3;;->, r i� 2:�:;"' ,..,,�.s �, . s^ > F , .•4.r ,a t - -' ,,,, S::r.•:�t 5,.:. . N f {'i �v ,�.., • rs 1f s f., s ;,tAxa•'„ a'�' >"w4• s's; r .v'�'" a r'S 2 ` `ii r �, +t -F� '•'a',;.`yr;•,`j 2"..;�'ry'.`0,'�<-x ;'S<o?, , „'�i ;S. • 5 �" 'F y-l..%. .Y ud'1� :4, .,- , j t..'4,tf4i, z��� a L., ,:' 4 'i • �,I�' �' 3 'h?,'"C,`at%s°�(„�-r �a1ue -sY sb'm b:%zM.tkp� ,• �'r�3 � �z �::���a�t u S ,..' xti`�,t� i. °i`, ;�,;„ ,p,,:f.a.;i,z.::� f,P�:? ,Jr f c , }? ,� J '.t }„ ,2, x�.€'•y , tF s :'r, i-i n�;ry,•,.••; /a ' y;A rk fi P 4 f�i�,,,c 'o`4,-, ;- ,:UQ;fib. 4,4,•c,u 1�3: .;; . .. 7 : } „qu�` %f -} qj +.:zt. �,'<r�., . .. n 1'1 s4 rs h:r .'kyC. v 7`„ r`1'..r} .rms � i .¢ . t ! �„ s ,} .�.•rr . ,, ,". ., IN. - ..,,,. -.— � Z+�R 5: F r s ,• O; 3 , ;fir,..,, $.£� . ' 3 . x �,, 4 - .- �^ ;u f""'vf a`'s" 71;. `. ti`-. rf! .r ...{�. :G'c hY: "� �•x .1' °:yf5', IdV. } ...ir ag ,.., .--.. Yr,}s'P...d1 t, .:a 400,—... . �,, ., .. .,/ .• 6........:tux. %i l�,.. '.4; 15• '.. ;; . s.vF . ' ' 41,,. .;.. , �..,,...:: ,.,, M .v.nWyy .` `-' . ; F , / ' ., 2 bJ i 4 .^v , r i".,..; fr :• � • '- :, A. . ''?:t ?llSf*-:‹ `.:a: f�'j�r iric) L '� �k Plk. '")4 .7 '!�; ,:'`'-J6 .`ad h"1e-:.� ��` 10. �: ,,�., �;,,,em�'t's s'rt«�«..'€�:'�' * 3_:yi >s1f Uli @. , p l 7 Tw' . : � , , , � :: .• r.>.t ; ; : �,� � , yr �� `K., fir. .; e + \ , . . ~1� - • �`Y � t. ., S r: (' , 'ws � "w � - vfi r { .. .tl".:.:. '��."n 5 t;,,i !•+^: ` }! -`"''' . ,p,�!�q' h� t�b ' ':..,A ?ti,`.. r!..;:;'',4it' r-yk f :a\�Y.ia;•�:i4 z h,,f.'.:;.,Y y • Figure 4 - USGS Topography Map • 217 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343-0460 • Fax (206) 343-5691 COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ' 217 PIE STREET SUITE 300 SEATTLE,WA 98101 P206/343-0460 F206/343-5691 1 Ir 4 I I I I I 1 I I 1 I I I I I1 11 + � + I I iI 4t , I I I I { T I I / i/ i i I 0 50 100 200 BUILDING'F i i i { �\� �\��\\�\�\�\�\\ 1 1 I i. SCALE 1=100' ;' I 1 i. 1 Existing Parking Lot 11 It { # I ,<K°', `%��'•%.'' __o ; ' w/Overlay „ I 1 , ' �sr" — BUILDING E1\ ar '' 1JillI 'BUILD 14 !I• ff ‘ t RESOURCE CENTER , • � ` :,; • : 1 I, LOCATIONfi � ` - - — — { 1 • '�+ '�•1,r % } %`:.'• 'ij ,,.,.a rye '/ ::i " I, 1 1 I '!�' Ctrr4t`Si. ^uf. > utb - ,•.....:. ....::: .b I { { .Y tiM J1.N91:: / SUB BASIN BOUNDARY ,/ ita. :. � ; 9.• II I a7- ‘SZ''' ''''4,aliiii.,Z; .. -' 1.,--,.IMMENNE ''''''''':"----1...-;,it:::: :"----BUIIMIIIG-'N-q 1 I a; . 4, ,,,,, e 4_ill ilir4Z 1 k ------ .. , g1 � / BUILDING'B' � • { { f { • Qtx,�*1 . ,_ % SUB-BASIN 'A' = :,,,I.- 1 ® +4 4 „ ,;..:' 2.09 ACRES E , • x7 r �4�4]C� a w�iy' Cl.) I 0s3•i .,•••...W .. Al• t 1 { i South..As...:ha I I I Pa rking i Lot I I 11 1 i s ! •1 0 A I 3 _ ... ------ ----- -- ;. - �l ai o — — • ---I I S(reef -._.........._..._..._._.___.___..._......__.._. ._; _ 1 I I c, I I I /" FIGURE 6 - PROPOSED SITE CONDITIONS MAP • COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • 217 PINE STREET SUITE 300 SEATTLE,WA 98101 P206/343-0460 FR206/343-5691 i i I I I I I I I I I I I 6I I I 1 ' ) ) , . I I I f , , .. 1 I / ,. / ii 0 50 100 200 • BUILDING'F I i f � �� NI, ��������� ' ' I I i SCALE 1�=100' i• " ,; Existing Parking Lot I I f ' I �X � =% ..:_._._o :�.r w/Overlay . s� y a - e P + +BUILDING • • ii /11 I f f I LI i! j yGJ • k S� i. jl® '' s 1 I w;; BUILDING D _...... ._ I i B I I' f I I :f �o-y. ;��' __ — --- _ ' - I I I PROPOSED e \ ',. ....., - — — ; 1 TECHNICAL , I f RESOURCEI ` f`` I CENTER TIN i% 'x %�, k's k!1.; / • I 1 ii / l ll :'.�L'sN�M;,7S �..iY .., ..:i�1;•"..`� -Wll: " I I i.' cam.SUB • rB I •SUB-BASIN BOU NDARY ��--' ;tar �I r,••. Sti t. • .ag I 11 Q, ��� $; ., e• a `�, 7 1-1 /� tt�� • — _�/ i s 'l I 1 1 I • ' 4. / BUILDING'B' `. I, / I f f I f I 11I La Gt y� I ! rs `'ram SUB BASIN 'A' _ I I I 1 ,,� 2.09 ACRES ' 1= I U / I • I ; I c , , , •Airyn, \ . i r40 1' - South.Asphal : ._ :''� _ = ParkingLot i."I� I :......:.. I I - . ... I,:J., I I' II:: o i !- +. +. I N.. • o LC . ..._....e. NE 4th Street — • I 1 —I I. • I •I s I I cn I T a • U /, FIGURE 6 - PROPOSED SITE CONDITIONS MAP II. PRELIMINARY CONDITIONS Core Requirements This section will address the requirements set forth by the Core Requirements listed in Chapter 1 of the 1990 King County Surface Water Design Manual(KCSWDM). 1. Discharge at the Natural Location (1.2.1)—All storm runoff from developed site areas will be 100% infiltrated onsite up to and induding the 100-year storm event,thus meeting this requirement. 2. Off-Site Analysis(1.2.2)—A Level 1 off-site analysis is discussed in the"Downstream Analysis"section of this report. 3. Runoff Control(1.2.3) A. Peak Rate Runoff Control:An underground infiltration vault has been designed to provide 100%infiltrate of runoff developed by storms up to and including the 100-year storm event. This subject is addressed in the"Storm runoff Control Analysis"section of this report. B. Biofiltration: Because of site constraints,biofiltration swales could not be used for this project. However,underground water quality vaults are proposed for water quality treatment. Further discussion of this subject is addressed in the"Water Quality Analysis"section of this report. 4. Conveyance Facilities(1.2.4)-This subject is covered in the"Conveyance Analysis"section of this report. 5. Erosion/Sedimentation Control Plan(1.2.5)-This project will install a series of temporary erosion and sediment control Best Management Practices(BMP's)related to specific conditions on-site. This subject will be addressed in the"Temporary Erosion and Sediment Control"section of this report. 6. Maintenance and Operation(1.2.6) The proposed on-site storm drainage system will be owned, operated,and maintained by the project Renton Technical College. 7. Bonds and Liability(1.2.7)—The Owner and Contractor will obtain all necessary permits prior to the beginning of construction Special Requirements This section will address the requirements set forth by the Special Requirements listed in Chapter 1 of the 1990 King County Surface Water Design Manual(KCSWDM). 1. Critical Drainage Areas(1.3.1)—The project site is not located in a Critical Drainage Area. • 2. Compliance with an Existing Master Drainage Plan(1.3.2)—The project site is not located within an Existing Master Drainage Plan. COUGHLIN PORTER LUNDEEN 4 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lyn TIR_Report.doc 3. Conditions Requiring a Master Drainage Plan(1.3.3)-The project does not require a Master Drainage Plan. • 4. Adopted Basin or Community Plans(1.3.4)—The project site is located in the Lower Cedar River sub- basin within the Cedar River Drainage Basin. The project is also located in the Lower Cedar River Community Basin. 5. Special Water Quality Controls(1.3.5)—Underground water quality vaults are proposed as part of this project to treat stormwater from new pollution generating surfaces for water quality. Further discussion of this subject is addressed in the"V`later Quality Analysis"section of this report. 6. Coalescing Plate Oil/Water Separators(1.3.6)—Since the project site area consists of less than 5 acres of new impervious area that is subject to petroleum storage;high vehicular use(more than 2,500 trips per day);and/or heavy equipment use,storage or maintenance;this requirement does not apply. 7. Closed Depressions(1.3.7)—There re no dosed depressions on or downstream of the project development. Therefore,the project is not subject to this requirement. 8. Use of Lakes,Wetlands or Closed Depressions for Peak Rate Runoff Control(1.3.8)—The project will not use lakes,wetlands,or dosed depressions for peak rate runoff control. 9. Delineation of 100-Year Floodplain(1.3.9)-The project is not located within a designated 100-YR floodplain. 10. Flood Protection Facilities for Class 1 and 2 Streams(1.3.10)-There are no streams and existing or proposed flood protection facilities within the project site. 11. Geotechnical Analysis and Report(1.3.11)-The project proposes an infiltration system for storm runoff control. Therefore,a geotechnical analysis and report addressing the effects of groundwater interception will be induded in this report. • 12. Soil Analysis and Report(1.3.12)—Soils in the area have been mapped as indicated by the Soil Conservation Service,1973 King County Soils Report. Also induded is a geotechnical engineering report prepared by Shannon&Wilson,Inl.(dated February 2000)for the project site. • COUGHLIN PORTER LUNDEEN 5 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lyn TIR Report.doc • 1a crvw • u . l"C a +:1 _ yy ' t"'. „_ " v,r - -EL S J-Q, .,„„ eat., - Aw,`-3 �, a �,ceY iIii i tl# 'r'f34,,v r- '' �Ii��('1/, n•-: y• • • / ty" �.2tw y J ^'14tn�` { !' , � liL' t :.yUF,(�'rR .1,5 � -ALL �p �� 0; • *yN. 1. 1 �8'i'b 9 �'•': f t y ��r �I Nail l. u7" 5 ��j 1 V� t ) �� Lak¢�j•.i .?,,a`I 1,1 �. va r r � " '� v 't u t/43 /{J '44.rb --,-t-, h , ,,,�, �. 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N.,.. 0,,,,,4,2:11,P.ili' 4..,.ZA,.., 41', s,?;,.....- - • 7, . ,.p.fte;:t:',1112 \ . 111,./ I Allk,Warr IT,tit,lAtID:';.1 4,':,:;-..,Z,.*:.4.1700,'',',?'-,11,530,,.).i',p;,4,11:,, ...,„:„..,,,',..., ,‘,......,,xy;.,.;.-mg.r..11 . :.,......„ ..-,7,---c';',,,. ..?.-. .v._. , • .- <-,w-.---4,-qt,t,„ ii::,-.,;:,/,',1,-;41--,tsi..,;.,.....„ ‘..0,1 i 41 •./ ii .... .0.",N,j21• '', `-Ltt..,:",i ;i,i1+.,,......',' ,•., - ,,,,,,.. 13215' I •leac!rAnf:Ph- Coalmine Hazard -... Duviamish 4 - Ft Celme- —7 if-- ural Re- Mi.,, Ea.- • . :cycduerds Areas • . . .-0-10 14 . • y the • . RA 10' . tunnels. • .6011_11 : • • III. OFF-SITE ANALYSIS After reviewing the topographical survey,there are currently no off-site tributary areas that drain on or through the proposed site for the new Technology Resource Center. Storm runoff from the Campus is either conveyed via a catch basin-pipe system or via sheet flow to the storm mains in the NE 4th Street,Kirkland Avenue NE/NE 5th Street,and/or Jefferson Avenue NE right-of-way. The current and proposed site consists of two drainage basins.The first drainage basin,"Sub-basin A",currently consists of approximately 2.09 acres of landscaped areas with some concrete sidewalks. This sub-basin currently drains to an existing catch basin(indicated as CB#8020 the on the topographical survey)and eventually discharges to the 18-inch storm main in the NE 5th Street right-of-way. Under proposed conditions,this sub-basin will consist of the building site,associated landscaping,concrete sidewalks,and the south asphalt parking lot. This basin will be collected and conveyed through a new catch basin—piping system to an underground infiltration vault,which will be located at the northwest corner of the sub-basin. Since the project proposes to utilize infiltration for storm runoff control(up to and including the 100-YR,24-HR storm event), stormwater simply percolates into the ground and recharges the aquifer. In the case of a storm greater the 100-YR event happening;the excess stormwater overflows into a control riser within the infiltration vault and conveyed to the 18-inch storm main in the Kirkland Avenue NE/NE 5th Street right-of-way. This 18-inch main continues east approximately 800 feet where the Index Avenue NE storm system connects to the main. We currently are unaware of any downstream problems for this 18-inch main and believe that it has ample capacity to convey runoff in the event that the underground infiltration vault is full. The second basin,"Sub-basin B",is comprised of the existing asphalt parking lot and drive aisles to be overlaid. This lot is located northeast of the proposed Technology Resource Center and currently drains into a catch basin located east of the Building"D"entrance(indicated as CB#7844 on the _ topographical survey). After entering the catch basin,the stormwater is conveyed under Building "D"northwest into the 18-inch storm main in the Kirkland Avenue NE/NE 5th Street right-of-way. The redevelopment of this basin is being considered as maintenance of an existing impervious area subject to vehicular traffic. Therefore,this area is not included in the design of the proposed drainage improvements(infiltration and water quality). IV. SITE HYDROLOGY Storm Runoff Control Analysis The drainage system for the project site was designed in accordance with the 1990 King County Surface Water Design Manual(KCSWDM). The peak runoff rates for the hydraulic design were determined using the Santa Barbara Urban Hydrograph(SBUH)Method with 24-hour Type 1A rainfall distribution. The hydrologic computer program Waterworks Version 4.09 was used to develop design hydrographs(See attached stormwater calculations). COUGHLIN PORTER LUNDEEN 6 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lyn TIR_Report.doc Infiltration is the proposed method for storm runoff control and will be achieved with an open- bottom underground vault. Impervious(rooftop,paving,and sidewalk area)and pervious (landscaping)surface areas for the proposed site conditions were determined and is shown in the following table: Drainage Basin Areas Table Area Proposed Conditions Impervious Area(ac) 1.45 Pervious Area(ac) 0.64 Total Area(ac) 2.09 This area does not include the 0.46-acre asphalt parking lot(with associated drive aisles),which will be overlaid and maintained as existing impervious area. Storm runoff from this area will retain its existing drainage path and will be conveyed to an existing catch basin(indicated as CB#7844 on City of Renton Overall Drainage Plans),which is located just east of the entrance to Building"D". The stormwater is then routed under Building"D"'to the 18-inch main in Kirkland Avenue NE/NE 5th Street. In addition,the existing parking lot is exempt from having to treat runoff for water quality because improvements to this only includes maintenance and now new impervious areas are being introduced. Peak flow rates for the 100-yr/24-hr design storm for the proposed site conditions were determined and is shown in the following table: Peak Flow Rate Table(Under Proposed Conditions) Storm Event Peak Flow Minimum Rate Required (CFS) Volume(CF) 100-yr/24-hr storm 1.77 6,204 The infiltration vault volume is designed to infiltrate 100%of the 100-year runoff rate under developed conditions. The infiltration rate used to design the infiltration vault was determined by a study conducted by Shannon&Wilson,Inc. In a geotechnical memorandum dated 4/24/00 (included in attached stormwater calculations)the field-tested infiltration rate in the area designated for the vault location was 0.26 inches/minute. However,according to Table 4.5.2 in the 1990 KCSWDM and based on the Geotechnical Engineer's recommendation,a safety factor of 2 was applied to the field-tested infiltration rate. Therefore,the design infiltration rate was calculated to be 0.13 inches/minute. In addition,a 15%safety factor was applied and increased the minimum required infiltration volume listed above. Therefore the designed infiltration volume is calculated to be 7,125 cubic feet (CF). The proposed infiltration vault will be designed to provide a volume of 7,125 cubic feet. An overflow structure will also be designed to bypass any flow exceeding the 100-year developed runoff rate of 1.77 CFS directly to the 18-inch storm main in Kirkland Avenue NE/NE 5th Street. The vault and overflow structure will be designed according to 1990 KCSWDM and City of Renton standards. COUGHLIN PORTER LUNDEEN 7 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lv11_1'llt_Report.doc Water Quality Analysis New impervious surface areas that are subject to vehicular traffic was determined for the proposed site conditions and is as shown in the following table: Impervious Areas Subject to Vehicular Use Table New Impervious Area Subject to Area(SF) Vehicular Traffic South Parking/Drive Addition 8,616 Since this area is greater than 5,000 SF of new impervious area exposed to vehicular traffic,it is subject to King County's requirement of runoff treatment for water quality. Therefore,an underground wetvault has been designed for the water quality treatment of this specific area. The designed volume for the south wetvault is 1,270 CF. This vault will be designed according to 1990 KCSWDM and City of Renton standards. • V. CONVEYANCE ANALYSIS The conveyance analysis for this project's storm system has not been completed at this time. However,the conveyance system will be designed using the rational method to convey peak runoff rates up to and including the 25-year 24-hour storm event as indicated in Section 4.3.3 in the KCSWDM. The analysis will be included in the final T.I.R.submittal for this project. VI. TEMPORARY EROSION AND SEDIMENT CONTROL To minimize the amount of sediment laden water from leaving the site during the construction process,a temporary erosion and sedimentation control(TESC)plan has been designed for this project in accordance with KCSWDM. The TESC plan indicates the minimum necessary measures that the contractor shall implement during the construction process. Best Management Practices (BMP's)are defined as physical,structural and/or managerial practices that,when used in combination,prevent or reduce pollution of water caused by construction activities. The TESC plan for the proposed project has been designed to protect off-site properties as well as minimize the quantity of sediment-laden water from entering the public storm system. The following BMP's will be included on the TESC plan for this project: ❑ To ensure that the disturbance of the site is limited to the development area,the clearing limits will be clearly staked prior to any clearing or grading as shown on the TESC plan. ❑ Stabilized construction entrances/wheel cleaning stations will be provided at the points of egress and ingress to the development area. The stabilized construction entrance shall reduce the amount of sediment transported onto paved roads by motor vehicles. COUGHLIN PORTER LUNDEEN 8 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lv11._TIR_Report.doc ❑ Catch basin protection will be used on existing and future catch basins to reduce sediment-laden water from entering the existing storm system during construction. u Cover measures such as mulch,seeding,or plastic sheeting will be implemented for disturbed areas greater than 5,000 square feet in accordance with the City of Renton Standards. ❑ A temporary sediment trap/pond is included to allow sediment to settle out of onsite runoff prior to discharging from the site. ❑ All construction debris will be promptly removed from the site to minimize demolition and construction impacts on the site. The contractor shall implement additional BMP's as required and/or recommended by the City of Renton inspector or other agencies as required to prevent demolition and construction debris,waste material,fuel,oil,lubricants,and other fluids from entering the public storm system. • • COUGHLIN PORTER LUNDEEN 9 October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lyn TIR_Report.doc • • �p3 \, th / NMI . . \ �' T tip-9 E ® - ` • , t �n_ • -� �17 E3-t O 1 t �I f• ,; - -_mil - . `z5L.,a� , `� ® ��A -,`+'\ j - • .� °-- 1 y iff-P i 111116.101--11 :.• - $,V41.•1111 ling • � slow, "' y1Q f` � v 7,C3-] O _a,�. O iNE .C• ® • .:. .„ 1111$1.40--1 ' tligl‘?° PP: \-.10:4$ , , . • . .: . : .... • Milkteais 1101 * ),..., It 1343-4 \—....r____L___, n , .. . _ tri ....., lik i. .ott . -ic14.,...c - ; .. 1..1 r ®lig, I., ` \ il r� 1 N r I 3"C6(.2 r ; I/ \ 0 „.„.„....// .P." ; .; .1\1\ (i• \ „.... ..•••-•>_....s.„....,•..... ! 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Q/ 7z9 9 2 'Y " )C r 1 , • I , I ', I I B.°e'-3 \ „•/ / , 1 , / / ' 1 I I \ . ...., .,:. •;.:1,2:::.! ' 16T23NR5EW1/2 :_E5. .gip Q! 200 400 ....N. Renton City r.in,tta © I •, - 1:4800 •Contour Internals 0.5 or LO aotmro • {: Donau NAVD 1968 Motets f" ' 9 T23 . N• �� 1%2 r !,1::',:. -- Dvw,'J rQ Awt n�A•p 11:: 5 { ' .1 z ? �' r}%iY1 . } 3r '• „ , • tee' • ,_ EMTSD 13.XLS 5309 MANHOLE AND OUTLET PIPE INVENTORY - SHEET 13 • The inventory information for the storm drainage system was compiled from numerous sources and is the best information available at this time and should be used only for GENERAL guidance . The City of Renton is not responsible for errors or omissions when this information is used for engineering purpose. Designers are to field verify this information. DWN • GRATE GRATE UPPER UPPER LOWER LOWER GRATE 0/W PIPE PIPE LENGTH LENGTH STREAM PLAN STRUCTURE INDEX # TYPE CB ? ELEV .EL[MI IE IE[M] .IE IE[M] TYPE SEP. DIAM. TYPE [M] STRUCT FILE 5309 MH 13,D 4 - 3 2 Y - 346 105.46 - N 12 CC . - 13,D4-8 2-1-350 I 5309 MH 13,D 4 - 4 2 Y 349.6 106.56 346 105.46 - N 12 CC - 13,D4-3 2-1-350 : 5309 MH 13,D 4 - 5 2 Y - - .356.7 108.72 349.6 106.56 - N 12 CC - - 13,D4-4 2-1-350 5309 MH 13,D 4 - 6 2 Y - - 379.68 115.73 370.81 113.02 - N 12 CC 134.0 40.84 13,D4-7 2-2-123 6309 MH 13,D 4 - 7 2 Y 370.81 113.02 361.11 110.07 - - - N 12 CC 129.0 39.32 13,D4-5 2-2-123 5309 MH 13,D 4 - 8 2 Y - - - - C N 12 CC 13,D4-9 5309 MH 13,D 4 - 9 2 . Y - f - - , - ' C N 12 CC - - 13,C49 . 5309-MH 13,D 6' - 4 2-48. Y 329.91 100.56 324.91 99.03 318.55 97.10' - N 15 CMP 109.0 33.22 13,C5-1 2-2-173 5309 MH 13,D 6 - 3 2 Y - - - - - - N 15 CC - 13,D6-4 5309 MH 13,D 6 - 4 2 . Y - - - - - - - N 15 CC - ' 13,D6-5 6309 MH 13,D 6 - 6 2 Y - - - - - - - - • N 16 CC - 13,C6-3 5309 MH 13,D 7 - 1 2 Y - - 111.8 34.08 105.8 32.26 - N - - 105.0 32.00 13,D7-2 2-3-152 5309 MH 13,D 7 -"- 2 2 Y - - 105.8 32.25 104 31.70 - N - - 30.0 9.14 13,D7-3 2-3-152 5309 MH 13,D 7 - 3 2 Y - - 104 31.70 95 28.96 .- N - - 150.0 45.72 13,D7-4 2-3-162 6309 MH 13,D 7 - 4 2 Y - - 95 28.96 80.78 24.62 - N - - 161.0 49.07 13,D7-6 2-3-162 • 5309 MH 13,D 7 - 5 2 . Y - - 80.78 24.62 76.58 23.34 - N - 105.0 32.00 13,D7-8 2-3-152 5309 MH 13,D 7 - 6 2 Y - - 76.58 23.34 75.36 22.97 - N 8 CC 245.0 74.68 13,D7-7 2-3-152 6309 MH 13,D 7 - 7 2 Y 292.89 89.27 290.21 88.46 289.8 88.33 C N 12 DI 6.0 1.83 13,D7-9 TED-2144 5309 MH 13,D 7 - 9 2 N 293.02 89.31 287.4 87.60 283.16 86.31 C N 18 CPEP 276.0 84.13 13,C7-6 TED-2144 5309 MH 13,D 8 - 1 2 Y 309.64 94.38 303.95 92.65 299.04 91.15 C 18 CPEP 264.0 80.47 13,D8-10 TED-2144 5309 MH 13;D.,"8. -. .:-21' 2 317.6 96.78 317.73 96.85 C N 8 CPEP - - 13,D8-18 16-2-763 5309 MH 13;D '8 - 10 2 Y y306.48 93.11 298.93 91.11 287.45 87.62 C N 18 CPEP 226.0 68.89, 13,D7-9 TED-2144 6309 MH 13,D 8 - 1254 2- N 312.13 95.14 306.37 93.38 304.06 92.68 C N 18 CPEP 128.0 39.01 13,08-11 •TED-2144 5309 MH T3 D:•8",=}"='1;`13 2 N 314.3 95.80 307.83 93.83 306.44 93.40 C N 18 CPEP 73.0 22.25 13,D8-12 TED-2144 5309 MH 13 D`.'8'''--- 18 2 Y 317.39 96.74 311.24 94.87 307.97 93.87 C N , 18 CPEP 83.0 25.30 13,D8-13 TED-2144 5309 MH 13,D-8 - 18 21 N 322.1 98.18 317.89 96.89 313.37 95.52 C N 18 CPEP 62.0 18.90 13,D8-15 TED-2144[ 16-1-600 _5309 MH 13,E 2 - 1 2-54. Y 199.6 60.81 195.31 59.53 194.98 59.43 S N 30 CMP 65.0 19.81'i 13,E2-2 5309 MH 13,E 2 - 2 2-54. Y 199 60.66 194.98 59.43 194.7 59.35 S Y 8 PVC 56.0 17.07 13,E2-3 16-1-600 5309 MH 13,E 2 - 3 2 Y 198.87 60.62 194.7 59.35 - - - N 12 CC - 13,D3-6 16-1-600 5309 MH 13,E 2 - 5 2 Y - - - - N 12 - - - 13,E3-1 16-2-766 5309 MH 13,E 2 - 8 2-48. Y 409.E 124.82 393.43 119.92 393.09 ' 119.82 - N 30 - 68.0 20.73 13,E2-9 2-2-60. 5309 MH 13,E 2 - 9 2-54. Y 397.57 121.18 393.09 119.82 392.81 119.73 - Y 12 CMP 56.0 17.07 13,E2-5 2-2-60. C-Ty OF (2-E#3Th,J 57D(2411 Ail F} 4 DIATLEr t nJ o VErJ Ry F92 P/h'�P 5ED TeG44, re_eSoKeeir- Ge.ATg2 Sly DwNSi m SVsj-41/1/1 Sep, 1997 Page 4 STORM RUNOFF CONTROL CALCULATIONS COUGHLIN PORTER LUNDEEN P:\Renton Tech College-Tech.Resource Center\Drainage\Report\TIR_Report.doc . . ,..N --..: COUGHLIN PORTER LUNDEEN 41 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET SUITE 300 SEATTLE,WA 98101 K06/343-0460 F:206/343-5691 -' i I I I 1 b I i i i it 1 ' 1 k-- ' • 5 i i I a I i / / I I I 1{11 II 1It 1f1 I1 II I 0 50 41411100 2 00 •k Sub-basin'B' drains to existing / • I i I ; I i I Ei CB#7844 and discharges to the ; _ ; BUILDING'F 5 1 1 , 4 s'l -,, ...„„,„ .•,....- • 1 I I I . I SCALE r=ioo , 1 7 Overflow from Infiltration Vault 18' Storm Main in N.E.5th St. ///' ; 1 I 5 4 4 1 I ; . .. / - .," , : ' i ; Discharges to Ex CB#9079 130 11 Et£0.11119779 '. , CS Rd=321.05 / : i I I. i i '...,..V. 1' ..:../.,.4 . . •,N .-''Y?\ .•'''''/ ..... . -- L• I ' li i 1 / I ' FLOW ARROW (TYP) -',.' ...---.). /,.,;•::._ ,..„-,:,---,,-,ps. . .--m.,--,. .,;,,,-, - .... 0 _ 1 1 , 1 ' : ; i 1 1 1 - -.-- 1 __:-. --- — , -- ' ,, .-:—>c •'=" AO .1, :. %, • 1 1 INFILTFIATION VAULT . . 0 . 0 ! :-1 ..,-' I 1 W/ OVERFLOW RISER • .. „;,/ 5 i 4 I \;.!.„ %,',..-- \:: ''• - I :., (60 x25 x4.67' = 7,125 C.F.) I. r 1 CS - .--,- ,.,.•,..., 1 ' ,.h.R.'-. , 5' I ,•••:/1 I" 1 Ofilfr , --- 4, \ "".>".. ,, , ,,_ q___,•••••c___!-- ____I i 1 ,-- - -=4, T..... 4i,..„., _ .,-5t., , /' .'.'r -",z_.... ....'.„.......t..z.7" -I I ' i , • 1 1 1 — — ' — - — 4 ' / ,!..f iiiik di yi, • \ %,...."`, 14 ----- 1 I . tONTITE11713 t; ,' .q... ,,/, ,,, /,Cs '4- 'i' 1/1/P' 1 i '• R01...324.0 ii , ),_ ,.. t,iipb • 1 . 1 PROPOSED TECHNICAL . , i • ..4 .,-.....-;. .,•,., ,., ' . --..- -- - -- j------- --.---,:-•j 1 i •, 1 1 1 i • . 1 I I, II 1 Ni y : hreg.o. EgeNZAN.v•-•:FIVIO:.f : ": I i ;I t A li / I f 1 i T I 1 , __ 4.t"-ly.\. ,'sp.;74::. .,- : 7., , .A.Aror. Aip ,. ILDINe -r1 •'1 min •t. I 5' I ; II N, I,' Si / I W . SUB-BASIN BOUNDARY , , dhc ma,4 VIYAIStrAt. - 4%i•-.,mei i 4 1 I I , 4„. (TYP) •,/,, 4.,/ - -- ,_Al 1 1 i ' o • / / Ax” i i i i I .r .Num 1 opt„, ,,:7.7.A..,;(;:_l_rs.;:"..,,, -,.,. ...,f, .._..?.?.', .,, Ai. _,. -r_ ;% ,, t Or R02.320.22 I I 1 - Z13, _ _...'-..... .• il , 4 I: { ,,,".:..... `: t P 11----.,,, I , .,_,/,/......i/ 4' I/ ..'...' • 014,--... ,,,fer .... jett:, -------- _ t /• aZii- .---.... . ..7,fipmf f / / / 1/ '"..''-- 4:; kr, EL.43217 I CB ' .---... .......,„__.k - ,,,,. -4.: - ; - f i 1 i I W ..o * -A- BUILDING'B' ' ! i %. . , I i I I )9',",e -.. 1 i / : ) i sk„,,f, II I , li I i 0 4 :,,,&,. --.., #4*,"''..(1' j , •••:-. SUB-BASIN 'A' I ,--J1 ' 1 ' 1 f i I / ./---/---- - -,• _•, .... ., i i. ,,, SD 15 TYPE I ai ..4' <7.:#tit)4 ,...?.7%' .'' . 2.09 ACRES 1 • : , r 7 .;I 1 ! •'` '4i.‘9• ..f'.. N :, pl 1 1 i i i ;-.ti. •-,--.1 1 i I I i I ,t i . • S (-:4 4,4, k' '.. .. 0 : • iI ,', . ,..NW* i g Ic l , ' ' ) 41/#1 ili"„.':7-,„.; ,-7 2 Lt I ). , , 1--I I 1 = s.1 . , ' - Y- --.•.,' I I I i ci ' , `,:,, ,,,,, ' ' ' ilil';',!::. a- I i II '6 ag.....‘. 1'' .1::;:,.::;:;!ti:#;:.!,:,.;:i!.,!, / I i i Ti. ,-o ' t., - f t f'ff• I ' 1 °:''' ''''' 4 irrw- Aisi::,, 11.., til„ .1H, ;„„li I 8 . -,:. .•,- :.Jr. -- , : o .c . ., . ;;;-;---;.-.7.7.--• . wus1 . . . I I I I Ie. I I i • --- —_-E _ ..._.,„ ,..._.__ ..... .._..,_n . c'', -":(,....:- .,.,-.r-;,c.1..' .:1'.'-‘1%•,i2:'".•;";..-0"."-:::-0217'L.:b..1:: 0----:":::SI--1/..-0- Lle:i1-:-: u_ —_-. .. _.. , ..__ cn Z-s, ________. __ _:,...._..i0 _ ____• . • 8 • 101-14.0j.freASS Sik.UCIURE., .— . — _ I .1 _i I _ • ch 0) L NE 4th Strew! I ,I I I I . t4 I . ' . i . - . . " - -___ " f- _ _-.-- -----..-. .— .... I.....-.---...-- WATER QUALITY VAULT :1-- I I 1 ---; .....„•*g.• .... .. ,..• ___,--;" (30'x10'x4.5' = 1,350'C.F.) -.1,- . . 0 -,.... o -.--.. •.. \ . , ...„... „... IE= 323.73± 6n(IN)SE /1 IE= 323.73± 6n(OUT)NW -2z y ..,,,..•• -L__4-..7-LF_yz1,,--,7-_,T.'±H,.-E...zsi.: _,-_-?-47,--;-gf,-,_E.i FIGURE 9 - PROPOSED DRAINAGE CONDITIONS MAP _ 1 ., k 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 C Orcas Peat D Oridia Oval! - Pilchuck C • ,Bellingham D Puget D Briscot D • Puyallup B • Buckley D P,agnar B " Coastal Beaches Variable Renton D Earlmont Silt Loam D Riverwash Variable Edgewick C Salal 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 '11• 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 potential). 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. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting 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. 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN ,MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS 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' AB CD Cultivated land(1): winter;condition 86 91 94 95 Mountain open areas: • low growing brush and grasslands 74 82 89 , 92 Meadow or pasture: i 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 81 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 775 90 92 Gravel roads and parking lots k 76 85 89%/ 91 Dirt roads and parking Tots ,. 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: .lakes„wetlands, ponds, etc. 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 DU/GA 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. k gag ' 3.5.2-3 . 11/92 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL % FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS \---- ' c umglilf 10/- 10-ti- ;. -:". ''' ''' I---- *-- — -,-- — -7...-7 .,...: •' , • q . . itIMIS Ilk :A )).11Ei` . . , r.ill\ larilV 70 _ tpri, wackily my, °Sri . 1 11 Allitgalts - 'ffldi IP 4 \‘‘,1,1-4,,,,‘,1\ 6'. 'w. . ..-: is. /jinn:01;ra - t 11 .41k Ail mi.., , iq- ., -:It-_,Atili4 Ir. ! --IgnakV11100040; ),' \• -)-tiVirti.gajikOMPII41*11 i 1 a , • .2.Q _ giA - - ; LopuillIgrog , - 1,44 1 ' A i ' - 'Nnt'ti--' •: - mid'.iiiiitilliWak i V Pr \ _ ,„.., ‘.1_41 -"Atralernit A olitlf if b ' . ' °•N Ns ' it akIrogrw taciranum.00 4 I 0?,ie", �. \ ,. :•��A ` 441t141' faiis•.'..� �ji- „_......,..,,,.. . ... '�� ,.„,,,,„ ,,,,,. .,\,.....7. ,, ! 4,� -ems (-40"1"-- 04- --41t-..4 ,,• igii".11 ' ow .4kr‘ li.r.41W._,A.„,,,,..- ..,› - ,by. / • . . , _,Ntek, .t, -- &I . ,. k.,..... • Art , 1 ,- _ • -- atitiv b::* - IV 7 N-_ _Nk. N ,-- , . .—N.4g fi- ' \- - i.e. , . . , ) Ira. .4,,k 714111r !".... y A •-• " / , : • '- ‘1111144147Aill 1441166.04. ,. e_likii . •• IU * / ��,`; k\ . ) % i _ � t �; i 1 '1"ffhli' --- • illaTilf=firmg-r-- 2.„,..:. .7; Oil ' ''SiltWilr. cPip ./ Wit_ �,. ' , I►:.�Ls._ --_-_eallit &Old° ./1 } blil k , . . „5 ,....{,. .,,,.. ..„ - . . 11"„igais. - ,),,,,,1/43111, ,....., i. „. 9 R - 110141W - • . / - / i..(-- „till_ .. .. ,..,. „.v • .......,....... .... _ ,. , i�r fir• • ..._ ., , N:`=,._._. ' i*.�w, IN Mk tWV ,- ,_i�� '... lii N . qt Val ,n. r. . iiiofpn. ,..._ . .,, , , , lir ' i a 0 F 4 .!'.. • rid , -_,„).- .' irl v.- j ,,„. , 2-YEAR 24-HOUR PRECIPITATION • 1.- vVr id \ ....„ ii �i,` o I . . �• � •.� r ' I�' itr�� ,.3.4 ISOPLUVIALS OF 2-YEAR 24-HOUR et, F� , r • ;# . TOTAL PRECIPITATION IN INCHES �• �/��' �► ` y 0 1 2 3 4 5 6 7 8 Mlles () KING COUNTY, WASHIN1GTON, SURFACE WATER DESIGN MANUAL i l FIGU♦RE 3.5.1E 10-YEAR 24-HOUR ISOI?LUVIALS 22 .',1 � �� M .,4. A -` ,, '\ . . _ _ . Itir,...„_..„ 24 i 4/rillivj ikkl. " , ir f - Awl • . 2$ . ) 40110,4 lamor,....• _.. ,, tc.tn , .N re,4 2.6 .i _ ed..11.e.M17. -zwipplim N ,,,- , 2.7 . , Aillinv i.• issF441pAr . i-1,,§ ..: . . • .. . 2., . _ /.-. ..!Fitilimilvl /...k --ittlitiOle i 1 44 . • �..w. P ! q� -, PaidlliktillOkAl6T * ___J:' ..'. I • 1 1)X1' ' • '''' .`' 1:‘,0 11111FAL2'' : ao . ,-..- -..-li r- :,..:„tift -im-„,-,....„ , „,„....._ . • , k ...0 .... d _. - t `-•\ - %im ' . • — TIM N : J t fi.� _ \ A . Alk l" it-W graiolier . - : •••• i it .:::e`-- ., , .. r N '4 - - HAW ' 1 rtrcw•. I • 3.2 � vii OI� ,fit r f �it _ tilti �, , . I'-t-'7 •K 4.4. - , 3.3 II. .p:,-...; \...iiiis, 4.,- pk" . .--.- " ilk s .., ‘ N\+-0.-r-- '‘V, ,- - tb* i -7i t ' leilif*\1/4 Ail AllitiriNkkle$111k -) / \ 4::, ., iiiii\ ' IRMA Itik0/4-1°-‘,10- ' l' 1 Arai\ ",:.--- %. .4 notirii au 0-gaii .,,... A - \ ( - 1 • I 'N MIA- ‘..°e• -. ;kali Big 111M . , .(.. 7 _ ,c... c...m.., -;04kAr itai \ \.. 7-% _ __, ..,... ,... 1 k . _ ,tap Rpm \1r .„ ..I It .5c''�` ( w� {��1 - v, 1 - I...= I /_ ..--1 Aiiiipst kart1111,11r4 firi • - ,,-..... __--. - ,,..:.. 0,..ii;?ftimpozim,,,,se Sir. Mr :7Aiimik,..w.: 7 1 , . p r-.\ . • ' . -7-7 V lit.„ -1"•-iiin 4 . ...4%, • ft • A 4111c4r . -' .- ---Vrilltralirlit ,... ' .. - • . ., ,-Wili . �1� ,r� , r,„y(!: 2.45 DJ .j lrir �Iitarsmi IPA. A i �,�-, 10-YEAR 24-HOUR P.RECIPITAT{C�lcb A. ma' fa -0. 3.4r"" ISOPLUVIALS OF 10-YEAR 24-• HOUR • �' W�� [ter__ _ 1 TOTAL PRECIPITATION IN INCHES $- . low � ` $� � �Zni .._. -•L_'41, m'- .. 0 1 2 3 4 5 6 7 8 Mlles s. -.-N' �J•2@c •..._.:fir-� �� . w ''_ KIN'G COUNTY, WASHIN;GTON, SURFACE WATER DESIGN MANUAL _ i;j$'zks: ari 1 FIGURE 3.5.1E'25-YEAR 24-HOUR ISOPLUVIALS. - •)• :' i 41.1-i ....tr.)frie.. ,.r..... ,.. ,41 solo , / . id kir . i ... :. • c;„: 29 . �_ � - 3O �; �r. �,a, .{� .4.5' � 3 / �. 'w -1 Klrkimd i • '7 W ;., c • Lii- m�1. '- i:`xr,rr;� •� t ir < 1 yyl{F _~ full, , 7: l .4,,.vl NU • �1 v'�!� / 5 ,t II• , . 4,•} „ . .�. L V •� :ram ' \ -- I A. 0 . . .1 tilki\NI•L g \ 1 . ,.., ,.....21 k /I A1111101Wi '"--- 00410P . t., • -11/4714. IL ••lik , !,1.4,,, (•L: to.• Iv- Aw.------e- ill Ari, ... ,... ... .._ 1 Air.'s ri , ( . 7., lit:„."4,,,, 4401ki , .. -I --...._ , ,... ir.— 14. k • -7,. ViAtig\,4 7;: il 7.— . AID* l'*I .1 . • '...-1 • ,A0.. lit4, \- 5.5 ., . , , . , . ,..7.....,. : .„,. .,..., iil 61 ..,c: ,..317,1 4 ,., ,...........4,, . ....._ ...=. \\ . •4 4 - . --\-.7.0 . .. - • Ilk \, . ' , 1 ,.__ . .,.. , . . - 11 ' .' k . --sd- ) • - •.. t;IIr11 WrAif ' 9 1B ...).._ i �, .1� - . Dq .`•1113 . _F _Ar I= . Mo°ti� t brie 0 ii: { ilk 1 • , ... . : ,•�• ,lidor . r 'g .� 1'-N1J `L - ---- . I ne .,',A104/111W......-- I Oil illif . . _ 'till -le: ' \ AntfiniC_:: - ' • . J-I1 firiely,". . . ,144, , . 12, 1.,,,, ' Al 41 .\:-r 111 .. cliiiIii N-1... s., .Plig• 4Arir Ill,. ' ' ',"( • - 7-7-‘..\\‘' - -•4.`• t ; . . 1 k . \:,,,,N......,.... )•J • . _.‘" . II I il •. . PZ5y�L 3 x:..: 4 • -1 25-YEAR 24-HOUR PRECIPITATION • ' A ' r 3.4 ISOPLUVIALS OF 25-YEAR 24-HOURS/ "�y J SO`"' - TOTAL PRECIPITATION IN INCHES co 4/0 l: - 0 1 2 .3 4 5 6 7 8 Mlles 7 f 1 11 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS 3.0•-•-•- • -ice -' pis ' -` `IR • 1"4 -=r •; •—•---•— 1 —•— —•—•— 7 .—.—.—.—.—.— • , ii :, Wintlyr�tl� ► iwit- 4 i; ii VTR e iJ •` t n 3.s3...: ,' 3 littlir ittatill lii 401%1 i tZ) 4.8!., e),41:Iritiabrist• ogrA0 vlok.;Niirlessot -_,,,,,,,,as,,, I./ ' /-t. biza4Apair- i: . --Ifah., ,,, , . JlifigneliriksivelW,‘ it i ..: r i ' ' ' \ k -A-:-.ror41-z - P..1'. -01--FALIF . ,_. Ari ' # • ' pp- ‘ ? -(41 digal , ' 4.3, -! ,-- ,toirr .,_ __,....i. lipvAL._ 4,,f i c, 44 ;:.:N. - N., '''"--41.1 • 7:"11.14""RirtiabliAIL en / I , (6, 4 i �l .`fgdlii.'�'.L,�1ziafis ram - 1�i - v 4$ » t yNi Itlxd r ��t �i -�t�0 tAiN ,T.' )f.'- ,,it• 4. ATLI; lailik.. A 'illi /ill\ •,T.t\ A, - .01.1F7 ..-,› ::001, . a . '."/ 74:41Eihkit IY,_7..4kIgNik\\ ItP.. ''' 111/01,Pit‘tt ' • .1 :•-- -- 1111111110 . NI _lipottk N. ' %is. \Ur'• , . li 1 Pi la.A alp&,..k.,„,v . wig,. --it, , /Jj_, . mon he%ii%•43--vAnisti AT- : -a , . ,..,.; • Agit in lietei ,, Amok' . rfAik elf .- - ja, i , dirk .- .;.-- 4,/h A itioniim‘i ,... .1/4 N11%, 1411,k ...... • ii,, ,,,,, „. . . , ;zinc .1-76„ Q:.4„ stx .44-- • , ...... • ......c. .., _r gag 4., - -. ' / ' VIA= . 4' may . ill\lk ' •Vial ., _ 7. i mai-- AN..w . Vailirfilijitijrida41 . .t:‘‘1111141 14W°11)."/ - 400 Wil / r4' `Iminitril'K� � rwi,c.::-.. ' • - f�9 i_ • - iltill0114 Ilitroi, g itair . _. ., .... \: . . ...._ .... • .... ,__ __., ,....... igailaw a , ''" viwir -- - -,* ? a 1r' 1 - • ••••:,.- " \ IlL "4"1" ANE'r`"" Ns . IA 1 - i'', • ..F\.7', am I „AIL ii 'ilk 40% ft-''' . ..v • , 1 • \,,,, 444 c,- frat.... . ..migop‘t,47.41,0. • .Ari : • ',. .,, ..,.,,, ,..x., ,N,--..„.4,04,,,,yiii , 0. ,. , . .,. _ „ . . , • . „..,, .. . . 1- '1111 l . I . NAW.411 1 tir l ' - • t,,.) • • • • VIVA . A . 1 • P 3• s"4 - Q4' eb� irAVA L ._ ... _ 1100-YEAR 24-HOUR PRECIPITATION �1ri ANis. 6.5- 0 3.4 --ISOPLUVIALS OF 100-YEAR 24-HOUR tc• Waffrtr ilrf7f�-. 5.5 -- TOTAL PRECIPITATION IN INCHES p< 0IF 0 1 2 3 4 5 6 7 8 Mlles l"+ �-.• ' 1 C 1_1 1 5 .. '�'�!l Sent by: SHANNON & WILSON, INC. 206 695 6777; 04/24/00 10:27; _Wax #139;Page 1 /3 SHANNON &WILSON, INC. 400 N.34'"1 STREET, SUITE 100 • ) GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS • P.O. Box300303 SEATTLE,WASHINGTON 98103 • SEATTLE • RICHLAND ■ FAIRBANKS -ANCHORAGE • ST. Louts • BO$TON 206.632.8020 FAX 206.695,6777 c * py FAX TRANSMISSION Attn Fax E e 4-td S o>^ Fax ZoG - 34F T- 561/ • Company e L Phone 2126 opt a Location e A lt\2 bate t r z.4/ ao From 3'(-v c t_ r, hn_ J s Time Subjectp. V Job'NO. TOTAL NUMBER OF PAGES (including cover sheet). ,7 Sc(P-P- R 1 co & J. - I ~K - - Z b , r NrIp.. }; ,._ ti-... 4 S. us id Ca H C e df . ^ I G alt 4 a . of 4-t u4" e.IAA • The original of this fax Ivill )4 will not be mailed. • NOTE: The attached information is proprietary in its entirety and is intended for the use of only the individual to whom it is trazistnitted. It may contain privileged and/or confidential information. Any reproduction or use of this ' • information by anyone other than the intended recipient is prohibited. If you have received this facsimile in crror, _please notify Shannon&Wilson immediately, Sent by: SHANNON & WILSON, INC. 206 695 6777; 04/24/00 10:27; JetFjx #139;Page 2/3 . . .. . :=111 • JOB NAME 9-C&--t51171 In _411 vat..r1-01.JOB NO. 2.i-1-tda196.4 --all SHANNON &WILSONINC. SUBJECT _Zjh_-______t'r-H rj,..._ +....._1.,_ OATE II(2..1-1:1 get , Geotechnical and Environmental Consultants BY "e vv,1/41z- CHKD SI-IEET af , . ' c.:---- • : ' ; . ' . .....-. 7 ' '. "• :. : • ! ! i • : ': • . . • • . ' . :. . ..... . .. . ' • : • 1:e J : 1-CC-k. 1 .1.: P" • . ( <-• :C leiNi4^. • • . :• • L.... R-L'e‘-'‘4-CAN 17'C., C.loN 41.1 4:AL. i. C 0:1 11: j42- : .: • .. • . . ' . ,...A. .. . ; ! . . .. . . • ! • . : .. . • ; . (-I- . f i.• ( 4—'''.7,1. 4-.i 0 1,-- : .. 14 kcLe.)- . !Irv\e.a.s.v i,...•!t.,21 . . (1-P- '‘) 'e‘,,,,,) ..L 2._ e - T- -...9-):"-.7 i .. 71,, e, , • N• :4•vt-c \ ;'. :., c".A.I.cv. 1..A.7,•,t -4.. 01. ..rd v. 4.1",••t: . -C,,‘.. ..ed....,,_ . ..6 ; ‘,...c.1,, i.c .; m..,.... ....,..._..-.e..Lx +.w-e: -c.,x....4.). i vN.... .... ): 1 -.C., • 4 C-C..6.3.Ho :lc i&A 4: d: 1.• ••(_. ; _ _ . ) . .. : . 1.• •• . . C u v vt • : ' 1/47 . itAc- X . w,•0.1-Ar.‘-: 31.-'''.\r: ••• • •r, 11V . ; . . . • ..-- .. ' --bt,.. ----. ' '- •• • . P"'kV\ \-1.d\o\. • . . OM% • . . . . . . . . .. . . i ; • . : • , '•• . • '. • .: : 1 ; : • - . . , : s i•• . .. . •• • ••• 7 {. .. . 1 k.s.4- 13 '.1 (P- c...[..:.4.:S' ' • i •, ... . ... . . . . -, • . . . . .... .... . . .. .k ... c '/• • . • . , . .c.-..- 6. -2- C. \,— t-,.-5 I .i.•%s..1 ;. . . . :: : . . , , • • • • • • . • •: . . . . .... 1 , . . . .. . s• , . . ' I--2-- E• .. ( 0\1 ;A- . 474.2.; i41,... e,.i . . . . . . • -1;-2.• rsc. es ( Co . . : . . • . . _ . •. . ......... : . ... . . .• . , . . -m-c_XX— '. ' .• . • . . . . . . .. .. . • : . . • • • • : .. . : ._,-- •• , ! . . . . . :. . ._._. ........ik 4-5 t-A.4-c 5 : -4 K...C...t.J... • -t..kt-.._...iv--:#.\ i 1.1k:v tAA- . • V At i (4 r.‘,--•4.1 4- il an. %-tri•-r•-: 4 •. r 1....a...k.r.:.: . 6 I..:. \-4. .1 4.....S Co, . ,5 Vie ef4.t:t., ... iY.,.Kdt..4 VT 1).C.S. i 5,..... . ; •• ?a,4) (-- . Lt.-5 .7....-.)- . C,e;-ct 6 i ...41A .. . : : ; • • : fte. ' . :._17; V•4_ L 0 .b•sn..1.44.....i. kft:4,4 . ef, F....(.4-..:i.-- :a t•• „.. .0,..4--t - • i • ..4. -2., a • . • • - ••••• ..o.X•• .6"-e•-•yr•I :: o‘,-,.e.,j ; ..,._. • C c c 4-11.0....m .: arcf- • 74.....„-e._, . : . . -2 a .r k,.:,.. . .4--.. :. . . I—,. . . . . • •• 4-.)::.c-..4-. . 1‹,-k. . r-q.. 1.eiS. • • • i : : ; , ; • . • • • - 5-4 -41/41,k. le\liti.. 4 iiv-1-1 5.1••,.. . : ... • . Sent by: SHANNON & WILSON, INC. 206 695 6777; 04/24/00 10:27; Jej,lag #139;Page 3/3 • 1 2/15/3e 10:23; doe 345 seal -b. OIANNON & WILSON, INC. ; Page 3 :l2AM FROM-COUGHLIN iR LUNDEEN 206-345-5681, T-O28 P.03/03 F-833 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL - (41 The engineer shall perform sufficient tests to determine a representative infiltration rate for the site. but at least three tests shall be performed for each proposed tank or pond site, and at least r 2 'tests per acre and a minimum of 4 tests shall be performed for each closed depression. The measured rate shall have the following factor of safety applied: for the EPA method F.S. = 2.0: for ASTM D-3385, FS. .. 1.75. (5) A minimum of two soils logs, extending a minimum of 5 feet in depth below the bottom of each proposed tank and a minimum of two soils logs. extending a Minimum of 5 feet in depth below The bottom of each proposed pond shall be obtained for each 10,000 square feet (plan view area) of proposed pond infiltration surface area. The logs shall describe the S.C.S. series of the soil. the textural glass of the soil harizpn through the depth of the log, and note any evidence of high groundwater level, such as mottling. TABLE 4.5.2 MAXIMUM INFILTRATION RATES FOR SOIL TYPES Maximum Infiltration Rates Maximum Infiltration Rates Sod Texture Class (U.S,p.A.} , (Inches per Hour) [Inches Per Minute) .1-; Coarse sands or Cobbles 20 rM 0.33 2. Medium sand V 1111111,.8.0 `i C 0.13 3- Fine sand, loamy sand 2.4 0.04 4. Sandy loam 1.0 Q.o17 S. Loam 0.50 0.008 , '� 100-Year Overflow Conveyance An overflow route shall be identified in the event the tank or infiltration capacity exceeded pondP y is exeaod®d or the facility becomes plugged and fails. Ponds shall have an emergency spillway designed in accordance with the RID pond standards. All infiltration overflow systems shall be designed to convey me 100-year 24-hour design storm event to the natural surface outlet. All overflow systems shall meet the requirements of Section 1.2.1. Oil Spill Control , All infiltration facilities must have en oil soill control device upstream of the facility to capture any oil or other floatable contaminants before they enter the infiltration facility. The oil Control device may consist of a Tee section in a catch basin or manhole. The oil control device shall provide protection up to the la-year design storm. Groundwater Protection Standards The protection of groundwater quality is recognized as an ;eauo of greater concern than in the past and groundwater protection standards are changing rapidly. Increased safeguards are required. The applicant must Check state and other local regulations such as the Critical Aquifer Recharge Areas ordinance, basin plans, community plans, King County Health Department regulations and check wish local water purveyors to determine if there are sole source aquifers, wellhead or groundwater protecrion zones, or aquifer recharge areas which may impose more stringent requirements on infiltration facilities than those in this manual. Groundwater purveyors should be responsible for determining the capture zones of their water supply wells. If federal. state or other local jurisdictions nave more stringent groundwater protection requirements than those contained herein, the more stringent rcquircments shall apply. In no case should infiltration ponds and tanks be placed closer than 100 feet from drinking water wells and springs used for drinking water supplies. Where water Supply wells exist nearby, it is the • 40,40 s r 4.5.2-2 1,1/94 Sent by: SHANNON & WILSON, INC. 206 695 B777; OA/18/00 14:59; JetFax #794;Page 1 /1 Renton.Technology Resource Center August 18,2000C ° P Ilf. . n..— n •�f� SHANNON NON&WILSON INC400 TM At4b ENVIRONMENTAL CONSULTgg N. 34 STREW,SUITE 100 3EATTLE.• RICHLgNp • P.O, Box 300303 FAIRBANKs ■ANCHORAGE ST. Lours • BoSToN 206.632.8020 6777 I 67770 FAX 206.695. FAX TRANSMISSION • Atm Florendo Cabudol,Jr, iiirfli 206/343-5691 Company Coughlin Porter Lundeen • Phone 206/343-0460 Location Seattle,WA, I Date August l8,2000 From Bruce Reynolds MEI 2.25 PM Subject Renton Technology Resource Center Job No, 21-I-0886E-001 Irlorendo, I have checked the reports we have produced far the Renton Technical College for information groundwater level. We understand that the proposed bottom of the infiltration vault is at elevation 306.5,or about fifteen feet below the existing on the seasonal high we have: O1u'a surface(Cl.321.5). The following is asumn,ary of the subsurface information 1 Date/exploration and distance Bottom elevation of Soil Type at bottom of from proposed vault deepest exploration Water encountered 1 . 0/�F excavation toi ri 2/00 5 test pits on the site -4 rwr O. � 10 esptts Gravelly SAND None � ,�97f ' 4+ ft.east — _ 12/84 2 test pits 300 ft.south Gravelly SAND None 12/84 Boring 300 ft North Gravelly SAND None 316 Glacial Till at 326 ft elevation Wet seams within the I2/84 Boring 700 ft.North glacial till 326 Glacial Till at 333 ft elevation None 12/84 Boring 1200 ft.North 334 Gravelly SAND None These borings and test pits drilled and excavated to date did not encounter the regional they did not extend below the bottom of the proposed infiltration vault(306,5 ft.elevation),Therefore, we drilling a 25-foot•deep soil boring and installing en observation well at the proposed infiltrationWLel t However, estimate for this boa-incommend ,�can be prepared at your request. vault location.A cost wC2 The original of this fax _ will �__ will not be mailed. NaTR: The attached information is proprietary —— -- ____ whom it is atr chted, It maycontain p prietaty in its entirety and is intended for the use of only whaxse,r,s:is �, privileged and/or confidential ini6. 11 ....,,, .An the individual this Y ten=o�cr uia,i tae intended recipient is prohibited. If you have received this facsimile in error, lease non Shannon&Wilson y reproduction or use er ,or —-----.— immediate' . 9/13/00 10 : 59 :3 am Coughlin, Porter, Lundeen Inc . page 1 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) BASIN SUMMARY n10't'1Nt%IMO1 r46' BASIN ID: D100-R NAME: DEV 100-YR (MINUS EX PKG LOT) SBUH. METHODOLOGY TOTAL AREA • 2 . 09 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 3 . 85 inches AREA. . : 0 . 64 Acres 1 .45 Acres TIME INTERVAL 10 .i00 min CN • 85 . 00 98 . 00 TC 6 . 30min 6 .30 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 1 . 77 cfs VOL,: 0 . 56 Ac-ft TIME: 470 min PevE4-4>Peo S I7r ArO-EA= (3 A-14-Dowi► (N r o.-1 .4Aole .K P46- [_t>� f3E_ evvgiat D> TOTA< 13A-S/N . ,0I ,4 Torts!, trwPE AEA : PAvtr)G- A-2gp„ 1DE.w Ate-F}2Eft = d. (76AC. 13(411_DwG MZEA ©•S AC rvT t_ 1)004,101.s A D. 6¢ A c C`A1i'1.Sc4-r 9/13/00 10 : 59 :3 am Coughlin, Porter, Lundeen Inc. page 2 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) HYDROGRAPH SUMMARY 1 PEAK TIME 'VOLUME HYD . RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 0 .270 320 24430 cf 2 . 09 2 0 .270 50 33696 cf 0 . 00 .0 IN,Ft .rQ fl't JIscM*124e 3 0 . 000 . 40 -9266 cf 0 . 00 ovea-K+.-ow et sea %3 Atsc-k 2ev-E L3f47; rz , p G .,b,pe. env It. 326. OVett-Fcow P1544- 426tom e5 6e-400 USER 4-1 66, k5 us plt1Cfi Til'Ij iMz^ - 7bhP,r.f �tOora yAvi V7 y \ i -ro ---� 4 to lc"W4M1NoAU@ a 017004 DP inscI 4--1-R/4,77o0-1 Vc r W- v =315.i--(9Ite D,27i1 c < 9/13/00 10 : 59 :4 am Coughlin, Porter, Lundeen Inc. page 3 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) STAGE STORAGE TABLE CUSTOM STORAGE ID No. INF-R Description: INF VLT FOR REV SITE LAYOUT STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 315.33 0.0000 0.0000 316.50 1755 0.0403 317.70 3555 0.0816 318.90 5355 0.1229 315.40 105.00 0.0024 316.60 1905 0.0437 317.80 3705 0.0851 319.00 5505 0.1264 315.50 255.00 0.0059 316.70 2055 0.0472 317.90 3855 0.0885 319.10 5655 0.1298 315.60 405.00 0.0093 316.80 2205 0.0506 318.00 4005 0.0919 319.20 5805 . 0.1333 315.70 555.00 0.0127 316.90 2355 0.0541 318.10 4155 0.0954 319.30 5955 0.1367 315.80 705.00 0.0162 317.00 2505 0.0575 318.20 4305 0.0988 319.40 6105 0.1402 315.90 855.00 0.0196 317.10 2655 0.0610 318.30 4455 0.1023 . 319.50 6255 0.1436 316.00 1005 0.0231 317.20 2805 0.0644 318.40 4605 0.1057 319.60 6405 0.1470 316.10 _ 1155 0.0265 317.30 2955 0.0678 318.50 4755 0.1092 319.70 6555 0.1505 316.20 1305 0.0300 317.40 3105 0.0713 318.60 4905 0.1126 319.80 . 6705 0.1539 316.30 1455 0.0334 317.50 3255 0.0747 318.70 5055 0.1160 319.90 6855 0.1574 316.40 1605 0.0368 317.60 3405 0.0782 318.80 5205 0.1195 320.00 7005 0.1608 9/13/00 10 : 59 :4 am Coughlin, Porter, Lundeen Inc . page 4 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. COMB-R Description: COMBINED D-R AND OVRFLW-R Structure : D-R Structure : Structure : OVRFLW-R Structure : Structure : STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 315.33 0.2700 316.50 0.2700 317.70 0.2700 318.90 • 0.2700 315.40 0.2700 316.60 0.2700 317.80 0.2700 319.00 0.2700 315.50 0.2700 316.70 0.2700 317.90 0.2700 319.10 0.2700 315.60 0.2700 316.80 0.2700 318.00 0.2700 319.20 0.2700 315.70 0.2700 316.90 0.2700 318.10 0.2700 319.30 0.2700 315.80 0.2700 317.00 0.2700 318.20 0.2700 319.40 0.2700 315.90 0.2700 317.10 0.2700 318.30 0.2700 319.50 0.2700 316.00 0.2700 317.20 0.2700 318.40 0.2700 319.60 0.5780 ,'<- Ql/5(LG14)yv 316.10 0.2700 317.30 0.2700 318.50 0.2700 319.70 1.1411 316.20 0.2700 317.40 0.2700 318.60 0.2700 319.80 1.8703 @ MI5 S 77 316.30 0.2700 317.50 0.2700 318.70 0.2700 319.90 2.6619 316.40 0.2700 317.60 0.2700 318.80 0.2700 320.00 2.9443 Gong 91-40 i IN F7t-r124471DD T$ 13AsaD op A G91.190 AN T- s ufLg--34 e0 A-¢04. ©F I S'E2n (.49,Sf4p4e,o. Go .x Sol p pp r OF. "NP* -tom t/ -T • 113 fSoo 0, 13 so/ X IFS x !�� j2ln� bay gocri 0,fiF - U,270 cP',s Pisu4 E 9/13/00 10 : 59 :4 am Coughlin, Porter, Lundeen Inc. page 5 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) STAGE DISCHARGE TABLE DISCHARGE LIST ID No. D-R Description: STG DISCHG FOR REV SITE LAYOUT STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 315.33 0.2700 316.50 0.2700 317.70 0.2700 318.90 0.2700 315.40 0.2700 316.60 0.2700 317.80 0.2700 319.00 0.2700 315.50 0.2700 316.70 0.2700 317.90 0.2700 319.10 0.2700 315.60 0.2700 316.80 0.2700 318.00 0.2700 319.20 0.2700 315.70 0.2700 316.90 0.2700 318.10 0.2700 319.30 0.2700 315.80 0.2700 317.00 0.2700 318.20 0.2700 319.40 0.2700 315.90 0.2700 317.10 0.2700 318.30 0.2700 319.50 0.2700 316.00 0.2700 317.20 0.2700 318.40 0.2700 319.60 0.2700 316.10 •0.2700 317.30 0.2700 318.50 0.2700 319.70 0.2700 316.20 0.2700 317.40 0.2700 1 318.60 0.2700 319.80 0.2700 316.30 0.2700 317.50 0.2700 318.70 0.2700 319.90 0.2700• 316.40 0.2700 317.60 0.2700 318.80 0.2700 320.00 0.2700 9/13/00 10 : 59 :4 am Coughlin, Porter, Lundeen Inc. page 6 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) STAGE DISCHARGE TABLE RISER DISCHARGE ID No. OVRFLW-R Description: OVERFLOW RISER REVISED Riser Diameter (in) : 12 . 00 elev: 319 . 50 ft Weir Coefficient . . . : 9 . 739 height : 320 . 00 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 319.50 0.0000 319.60 0.3080 319.80• 1.6003 320.00 2.6743 319.50 0.0000 319.70 0.8711 319.90 2.3919 DiraQ,al!) j3 �iw1S wwil /J QIA! . cXcget)s Q'cv y fZ 9/13/00 10 :59 : 5 am Coughlin, Porter, Lundeen Inc . page 7 Renton Technical College Infiltration Design Volume Analysis Data for Rev Site Layout (NIC Ex Pkg Lot) LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) DESIGN INF VOL- REV 0.00 1.77 INF-R COMB-R 319.47 1 6204.38 et p4m/y4, g.0Q tt, lol 7)0.4 P_4 Sri too -Yt- 4r7Arl WATER QUALITY DESIGN CALCULATIONS COUGHLIN PORTER LUNDEEN P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\TIR_Report.doc COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET SUITE 300 SEATTLE.WA 98101 PQ06/343-0460 F:206/343-5691 / 11 / ! • 1 1 ,,.. I , I I a 1 s_ 1 1 1 I I . 7I11I I 1 I 4 i I • According to 1990 K.C,S•W.D.M.,f # i I 0 50 100 200 runnoff from overlaid ex O\\` O�\�0�� BUILDING'F ; asphalt does not require ; ; f I `\�° \\��������\����� r r °u ' ' I ► SCALE 1� 100' Treatment for Water Quality I _ SO It EX BM4:079 j. I I i I 1 . RN=721O5 'a° %`" o . fiat✓ - //.d-_ 0 .% I II' : 0 sys a c• s I •1 f ',.* •alliii, `;":„--- , \ ee. i . .W.- . . II ii I 1 .., ... ,:d.,„ 1 1 1 1 • x Jf/ s BUILDING'D' ."<. :77. _ _-_ ______ ❑ I i IPROPOSED TECHNICAL I .... - =___/ I ' \\RESOURCECENTER �� �' �� ��,.; . i i . LOCATION ' �. - ° __ i.... fi f,*.1 ..".k,110....^sre • • alhAV4E I;� ' v iif , / M . ,mr I , : ... BUILDINGA i I 1 -_.%„1' -Ik � �, I I .,.._ ; Xr :'grmElcB ® I• y',,,. i .Il .i:.._/, Rut=]7R5 ® ® 1 '•�,''G"..,"a I. 1 f } I — ci , —/ mil I I I .-\ • ``-w '.. ®INTYPEIC9 // - • \! ;,, '' .•. I I I I . /V /-r .,may , 1 I I I f - � �{"i, BUILDING'B' . I I I I I Q I tAti I II I rnEice *,,,v,,,,, p ; ''• 1 k o . f' t *I ; :.: 8,616•S:F:South Parking being to r Water 0 , treated •n t o I a JIi ',-' ° -.�'``: .:/ ' :..I t l 1•:I::.- ill� c . o r r I I I _.� Is I I .. :. >D 171YPEfCB._.,->�kTYPE1CB---i ----- •----'- '- =^r - "i '....�.: Q.. O .: RN=mo IV MN FUN WASS max:I A-._---------.....__. -Y_�.----CA - - -- - - - I id i rn — rn 4th Street — I , ' t ' WATER QUALITY VAULT 3 I I ,.._; �; - (30'x10'x4.5' = 1,350 C.F.) /� IE= 323.73± 6"(IN)SE IE= 323.73± 6 (OUT)NW 7 .. - -- ---.- --L--- FIGURE 10 - CONTRIBUTING BASINS FOR WATER QUALITY MAP - I Renton Technical College Technical Resourc e Center 'F`C,..'.�' t•:Zl�. .;T..'%=' ,N's^ .li„);a :5' .(. 'Ji. ,..�� ..� y r E.. d. -,a �•-•--......S y.s z^, .._may.,..s.._._ a.,.!;A...s..,•,r•., i'� �': `Z€ .iY✓,.4 r ..a,• dF..<>_.,,w��a :.f=t+.,.r .'"t.W.€M'ie:�.4,i:«N�-�::' ::aw..w •, " f <o-.w..,w...x......`..<::b�..4:a:.:a�'-�:''.�.,"' .�•s....a.. ���I S.C.S Type-lA Distribution WQ Design- 24 Hour Storm 2-Year,24-Hour Precipitation 2.00 inches Fb.2 sou-r++ wQ v14ut,i Water Quality Design Precipitation (Pt_wq) 0.67 inches Si st • HydroGraph Calculations Time of Concentration 6.3 minutes Pervious area acres CN= - 77 0 sf Pervious area Impervious area 0.20 acres CN= 98 8,616 sf Imperv.area Peak Flow 0.09 c s �, !< {4 f��=T� I-Uviz ' u= �f'' f >�7t1-; •� c:°� ate'', alit . ota,,, 1 <R na,Rery��uire�"''GVet":oriel`,-' fe ,.... �1 .�. C fix Feet, { r.., �/ >i. F ,tf ^g i i '! '�. r k �=• S'uae`=Feet:''1:IoaofTtifal"Contribu�in" >I`"' s eruio`us.A,ea:RequaredWetpond':.Sur-face:�A..,ea�-:=�::�:° � � .�. g'..�?p.-.. , Santa Barbara Urban Runoff Hydrograph 0.10 — 0.09 — 0.08 — 0.07.— Water Quality Storm 0.06 — U 0.05 — 0.04 — 0.03 - 0.02 — 0.01 — 0.00 l I I I I I I I I I I I I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r F Co O) LO ,'- N. Cr) O) Ln T N. Cr) O) 'LU f- N. Cr) O) Ln T F- CO O) N CO CO d' dx LU CO CO N n CO O) CA 0 0 .- N N CO CO minutes Renton Technical Collegf- 1990 KCSWM ATetpen Calcs„ls Technical Resource Center Prepared by Florendo Cabudol,Jr.8/15/00 South WQ TESC DESIGN CALCULATIONS (CALCULATIONS AND FIGURE 11 WILL BE INCLUDED IN THE FINAL TIR SUBMITTAL) COUGHLIN PORTER LUNDEEN October 2,2000 P:\Renton Tech.College-Tech.Resource Center\Drainage\Report\Lv11 TIR_Report.doc ,, ;.Nt' ,. - oo- riz Cu ) IIII ,1 _ ili1 Ll is � f • . NG o •Ec�'��0 0;4 . f,rIilui Ii ' t:1 r(GaiNaI*lignite avuwcFFrooema+aa.a , Mae200 Gad httr4fe1 o • Ma MI QUIT CLAIM DEED c ' KNOW ALL PERSONS BY THESE PRESENTS: That the Grantor, Renton School District No. 403, for and in consideration of mutual benefits, conveys and quit claims to the State of Washington, c State Board for Community and Technical Colleges (Renton p • Technical College), acting through the Department of General I • Administration, the following described real estate, and any - after-acquired interest therein, situated in King County, in the . • '1 1 - State of Washington: i • r Blocks 16A, 11, 18, 19 and 20 of the Plat of Renton ! • Highlands No. 2, Renton, Washington, according to the N r plat thereof, recorded in Volume 57 of Plata, pages ; : •• ° a 92 -98 Inclusive, Records of King County, Washington m • / subject to streets, roads, easements and right-of-way C • V, By acceptanceN of record. • 1 • • • ii of this deed, the Grantee accepts the obligation o ` A for performing any continuing or outstanding mitigation o •-. 1r4 conditions imposed on the Grantor by the City of Renton or any W 00 other entity by reason of any development of the herein conveyed C parcel of land, whether past, present, or future. This covenant • 0? shall run with the land. . DATED this 18th day of .Tune , 993. • L) -l-9L Dr. r K A - Superinten eat . Renton School District No. 403 • idOn behalf of the State of Washington, the undersigned accepts the f �` above described property, this deed, and its conditions. rir, ANStAd i 640 �. I M Grant Fredericks Earl Haa e = Deputy Director, Executive Director, IIll Department of General State Board for Technical and ti Administration Community Colleges -1- • iii w-, _ , Yi. •• l I. •4- • 1 1 • • 'A ..a., 1 / . • . STATE OF WASHINGTON ) • )ss. - County of King ) Is )) • On this ,Ta day of r/lcf.Z• , 1993 before me { personally appeared Dr. Gary Kohlwes and said person acknowledged • that he signed this instrument, and on oath stated that he was •, authorized to execute the instrument and acknowledged it as the a Superintendent of the Renton School District No. 403 to be the ; 1 free and voluntary act of such party for the uses and purposes mentioned in the instrument. . In Witness Whereof I have hereunto set my hand and affixed l's • - . .'. . my official seal the day and year first above written. / i NOTARY r in and for the,State . of Washington, residing at y relc_ -' Hy Commission expires: //iy-9S/ • • I/ STATE OF WASHINGTON ) . las• County of /�� ) 1 r4 On this �„ day of (1//)y , 1993 before me personally appeared Grant Fredericka and said peraon(s1 i5 acknowledged that he signed this instrument, and on oath stated Ql that he was authorized to execute the instrument and acknowledged it as the Deputy Director of the Department of General • Administration to be the free andvoluntary act of such party for V. the uses and purposes mentioned in the instrument. In Witness Whereof I have hereunto set my hand and affixed e my official seal the day and-year first above written. i 1 NOTARY PU L C in for the tate Ili • I of Washing on, residing st i Hy Commission expires: . • -2- } ` , , ` . MI• • I . • 1 • 1 t x t A ej dil40i44 4(77e.77Sticrit_ • lio)tel i e 1/x.A 0 S'ellgi Abiliet- , STATE 0F•WASHINGf0N ) ` • )ss. `g County of r�'�y�/d7 ) • On this3Q M day of ,yr� , 1993 before me t personally appeared Earl Ha a-and said person(s) acknowledged ., . - . that he signed this instrument, and on oath stated that he was authorized to execute the instrument and acknowledged it as the 1 Executive Director of the State Board for Technical and Community ' Colleges to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument, se •In Witness Whereof I have hereunto set my hand and affixed ` my official seal the day and year first above written. _M'T PUBLIC. &ia 1.t) • _ . I _ NOT IC for the Sta a ;-. of Washington, residing at c� � r LI Hy Commission expires: /i�p? a/� rY � 411 r, ,vm1HnIONNUeWOM v: . I . i , . -3- • 7�, j , ... CERTIFICATE : WHEN REcoitn£o RETURN 70; I,the 4-''t-7z,igned, Clerk of the , Office of the c;ry:l.:rk City of Renton, Washington, certify that this is a true Renton M•Suru..':I6uiiding 200 hitilOvenueSouth and correct copy of / - o.. • I, - Rento A 9solig en cf - Subscribed and Seal-.•t ' • 1. i: of F Aeer 924 t 1.4 . -�- L �- z g w ZIM - .. • CITY OF RENTON, WASHINGTON m t" .;, ' g • " ORDINANCE NO. 4612 y • 0 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, -'' ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWERc . SERVICE IN A PORTION OF THE SOUTH HIGHLANDS, HEATHER DOWNS, AND MAPLEWOOD SUB-BASINS AND ESTABLISHING THE ti . AMOUNT, OF THE CHARGE UPON CONNECTION TO THE FACILITIES. n b THE CITY' COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN 1 y AS FOLLOWS: SECTION I. There is hereby created a Sanitary Sewer Service Special Assessment District for the area served by. the Bast 1 f i el) Y . Renton Sanitary Sewer Interceptor in the northeast quadrant of the .I a 1 q9 City of Renton and a portion of its urban growth area within i 14 ►. unincorporated King County, which area is more particularly { 8 i ! '• tO described in Exhibit "A" attached hereto. A map of the service . . 1. i Q} 1 area is attached as Exhibit "B." The recording of this document is ito provide notification of potential connection and interest 1 charges. . While this connection charge may be paid at any time, the City does not require payment until such time as the parcel is . connected to and thus benefitin from the sewer facilities. The I g property may be sold or in any other way change hands without . 1 triggering the requirement, by the City, of payment of the charges S i associated with this district. • . 4 1 ,SECTION II. Persons connecting to the sanitary sewer 1 facilities in this Special Assessment District and which properties 1 r ORDINANCE 4 512 • 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 M, units or equivalents shall pay a fee of $224.52 per dwelling unit t and all other uses shall pay ;a unit charge of $0.069 per square x foot of property. Those properties included within this Special i Assessment District and which may be assessed a charge thereunder 1 are included within the boundary legally described in Exhibit "A" 1 Wil Aand which boundary is shown on ,the smzp attached as Exhibit "B." • ' O 04 SECTION III. In addition to. the aforestated charges, there 04 1 0 shall be a charge of 4.11% per annum added to the Per Unit Charge. g / E . The .interest charge shall accrue for no more than ten (10) years f . from the date this ordinance becomes effective. Interest charges f will be simple interest and not compound interest. SECTION IV. This ordinance shall be effective upon its 3 passage, approval, and thirty (30) days after publication'. • 1 a • { • PASSED BY THE •CITY COUNCIL this. 10th day of June . 1996. - Marilyn J etersen; City Clerk E 7 ORDNANCE 4 612 APPROVED BY THE MAYOR this 10th day of June , 1996. Jes e Tanner, Mayor Approve as to form: 1 • Lawrence J. Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. 114 Oi • o 3 I a • 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. All of that portion of Section 8, Township 23N, Range 5E W.M. lying East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its t intersection with the centerline of Sunset Boulevard NE; thence Northerly along 4 the centerline of Sunset Boulevard NE to the North line of the Southeast y4 of s 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. `tED t 0) r j © .Section 9,Township 23N, Range 5E W.M. i CD All of that portion of Section 9, Township 23N, Range 5E W.M. lying South and f p East of the following described line: • GD i 01 Beginning on the centerline of NE 7th Street at its intersection with the centerline e of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to • its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast 1/4 of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE;thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section a ' 9 and the terminus of said line. i 1 1 , Section 10,Township 23N, Range 5E W.M. All of that portion of Sectioni 10, Township 23N, Range 5E W.M. lying Southerly 1' i - and Westerly of the following described line: 1 Beginning on the West line of Section 10 at its intersection with the North line of I the South 1/2 of the North 12 of said Section 10; thence East along said North line 1 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 1A'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. i i R:bATAWE16I9247TCZREVISEDSADLEOALdoc I , Legal Description of the Special Assessment District for the City of Renton-East Renton Interceptor Page 2 of 3 Section 11,Township 23N, Range 5E W.M. All of the Southwest ' 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 of said section, together with the Southwest 1 of said section, except the South '/a of the Southeast 'A of said Southwest 1 and except the plat of McIntire Homesites and 1 of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82, Records of King County, Washington, and except Y the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River n Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of t King County, Washington, less 1 of the street abutting said portion of Tract 6, s Block 1, and less Tract 6, Block 2 of said Cedar River Five Acre Tracts, less 1 of ,%gyp the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of (7) the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less O '/a the street adjacent to said portion of Tract 5, Block 2. N . CO t. O z Lp Section 15,Township 23N, Range 5E W.M. E Cr) - All of that portion of Section 15, Township 23N, Range 5E. W.M., except the Southwest 1 of the Southwest 1 of the Southwest V4 of said section. ,. i I Section 16,Township 23N, Range 5E W.M. i i p23N, Townshi• Range 5E W.M. except that • All of that portion of Section 16, portion of the Southeast'A of the Southeast Va of the said Section 16 lying East of E the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of , Plats Volume 39, page 39, Records of King County Washington and its Northerly extension to the North line of said Southeast 1/4 of the Southeast V4 of the said t } Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR 169 (Maple Valley Highway). i. 1 Section 17,Township 23N, Range 5E W.M. All of that portion of Section 17, Township 23N, Range 5E W.M., lying . Northeasterly of the Northeasterly right-of-way of SR 169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying ' generally West of the East and Southeasterly line of Bronson Way NE lying FwATMREM1 aaz+wEMEDSADLEcu.dx 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 A Plats, volume 39, page 39, Records of King County, Washington. Section 22,Township 23N, Range 5E W.M. All of that portion of Section 22, Township 23N, Range 5E W.M. described as follows: All of the Northwest V4 of the Northeast 'A of said Section 22 lying Northerly of the Southerly line of the Plat of Maplewood Heights as recorded in the Book of Plats, :41) volume 78, pages 1 through 4, Records of King County,Washington. " Together with the North 227,11 feet of the West 97.02 of the Northeast !A of the Northeast 'A of said Section 22. CO I G • i • • • � 1 F.IDATAWEM192-07P 11REYLSEOSADLEGALdm Exhibit B EAST RENTON INTERCEPTOR 4 Special Assessment District Boundary s a s nu seff 'uu i It Sf nM s, � i mem_ LLeJIH� kfmua of 4, ► Jr I / . SE It6ar 3l /Q !....._0 '� J 4l �1,I ma S� f 11 Q li _ I� �tIPT In• A yMI r1- -L4 - . FA.AY 1, ►ICI ,, it 1 CI-4.-7-4'A-41 ir 1 irir 1rjtr' -SC,:^,\� 1�11041�it,r%e:t1 re�,`y�f f:41 -.i>f t� �1" w, - 4' 1 -t ' • g ,• - r�� 1. \� �� I 1-‘11W 1 air irli Ai j� I A „..,,,Agiii ;.. v,iri ,� �f 1E �� I.fv / , t/ �Ir„ ..?-,.....,A-tv /41,04-r, e .. . ,. ,..40*7_,,mriv ,I. -,---1 P OlAidli f4Viltajpit--4-1 1 ir ,_____ , ir pirf--ki,;,,ifor, fr AlrAgiermi ; / '.�.--_* Aci iF r•, 7,41_4647N415141/1-11r .A1,4,4r...4 Al ziLtsti4r, ZA41 i 1 e .......,A,..,, 1/7-„1-54,4,.1,44:40,1,404, ��� � I 4f ' s _ _ •a II 1I _ i . �14 ` — ' -- V7ff:114 ir-- itk, 1 1,14%,_k' ' /'-' 1 44 ti., 7, •-- a c‘,,,,,..._ A, Z.. ea.0,sE . 4.1„,_ ' I In a ) i• , :-A41 -7. itlitIN - I 4- 0 2000 .4 Poiv I �� r - k_Lt 4 minim! . i t i: .24000 . ,n_ii..)K 21'1 a . CXPV11.2.1 . .31 Cr:5 — r —) . 1 ; G Y •• , SANITARY SEWERS City Limits ♦ Mt ♦ Plaving/Bu irp/PubDc Works M.j'.f,� Specid Assessment District dristensen,MacOnie,Visneskl • �)' 40 May '1996 i 1 � - f r �j I • e • 5716152 144 `j;rat,2$a A-?:,:.TIOU QUIT CUT: L:'1J • •2 - _S ;:�TI:.. '.ir:-�:.::i:{: That we, King County School District :: .. (5.1:03 a •-uri cinal corporation . of King county, State of Washington, for and in consideration of the sun of One-C.1.00) Dollar to us in ?and ;paid and in further censiderstion of t::e Ceaer•rl public welfare and the special benefits accuring to us therefrom, do, b;; these presents :rant, convey and quit.clain to the City of enton, a municipal corporation of the State of :ashington, for street, alley and any other public uses and purposes, the following lots, pieces and parcels of land lying; and in said _.i.•; County, State of '.•'ashington, and described as follows: That potion of aocks 16A "nd 17 of the Corrected Plat of Renton Highlands :o. 2 as r'icorded in Vo. 57 of Plats, on ?ages 92 to 93 incl., -rithin the f ollowin7 described 60.0 feet right-of-way lying southerly of ith :venue ::orth, as a ta.:lished b; said corrected Mat of. anton ::igh.ands ::o. 2-A 60.0 feet right-of-way, the centerline of which is described as follows: :pgin.:ing--at tho center of Section 9, Township 23 ::orth, _ian;,•e 5 =ast,.:;.::.; t:er:ce South 0°09 r 20" Zest, a dint-Ince of 208.79 feet; thence South 89'50'40" rt, a distancso of 30.0 feet to the true point of begin.:ir.g; thence con- tlnlin7, south 39 50140" :!:st, a distance of 46.78 feet; thence alone an arc to the left, :zavi .: a radius of 5!9.52 feet, a distance of 459.40 feet; - :e::p= Swat:. 5S°50'45" :rest, a distance of 34.4!: feet, to an in:.ersection ..ith the c lrterli:a of ":;" ,Street. =.__r . eed in ::ivn in correction of er_or in one neasure ent in a fon:cr eed arc' 22.�4;_1nril.2„.1 1.2, bete n these :,arties fcr the idont_.:sl ..rcr_.-d and for the cane consideration herein above des- ' cn.I .•'; ',are :.orract`.n„ the for::er deed figure of 76.7. ._feet to road a:: • -r:_.. ov .76 feet. - - -.. • :;L. the said ;iess-=oed .:: .._scs ...to the caid of .on ten,• �.... moo^ its _. . . ._=o:• ... suesorno r =ar the u„e o= b1 :.._:ver. _.._ ' o•r ':c+.:• c cells t':.s 19th 'n;• of March 1:, 64 •en eye • '4't4VM4'• S • - • =, E. M. Conklin : - „. :mars- _:t:._i c _ 1.:: _.. ._ _�•.• . r r_:t_ - Y..a; °:: _c Y r �� o' March - V 64 r ._.. nn Elmer PIstoresi, President, and H. R. Johnson, Secretary. of the Board of Directors of Renton School District No. 403 . .. - �1 a and :o S ;...e _ _,.• - '• . _tht_ .i"` c.ae end seal ad ;,':e sa: their .l-.. �... . 1: :i3 r� e•t •f•.: Geed ^r `. �.... .., =�r t::� uses a.:d • C'Qry{f •`�,, , - •.-• ..ar-•::•:to set r•'.- 'nand :e __ z_.0: of -1 — • ( 1101AR.Y': • • C I • . . .PJ JLUC a .:eta.-;• :'u.'1'_c o�,h .... .::ate e_ ..17..,,, %. 1:5 •F.S,i. f: . , , ''. � ..:"r�..r. .�- ..tit •:r;. . g .. 7 :' : ....1•...,:,.;.:... ...:.0-i-....,..1!,:-....:.,. .. ......4:....• -,...... .,::...-:. .:i... .. :-• . :: • • ice' '`.4 i, :'.. :i : : %.. .,i . 'refx041.zh 4/it 1My.. ($.E. 126th St.) .ait S WIN j 'l�i • rit n%}= g'County-3ebool.Distriot No. 403 •s. a municipal eosperatiaa ••:,:�� .�;�::.;.:I,; . ��,,;, ;• .•:.' _, . in consideration of the sham off.: � ��'.$fate of Waatiiugton, for and .1gLCOt .b1Zj'to.lte'� r4and•�paid and in further consideration of the general;pi li t ji � .'benefits accre non, to us • therefrom, do,•by these esents; k_Oo ,.a to the City of Renton,a municipal corporation of tlx: tats:of it for_atreo: al' public uses and purposes, ttalb gel add yanyin other being in said King County, State'b! ate' D� and parcels of land Iyir� and Qton,•-and described• as follows:' The Southerly 20.0 feet of Block 20 of the Corrected Plat • of Winton Highlands Ho. 2 as recorded in Vol. 57 of Plata, on Pages 92 to 98 incl., records of King County, Washington. TO HAVE ANt) TO HOLD the said described its successor or successors for the use of thei premises unto the said City of Renton, • public forever. - :'1IT:IESS'ETH our bands and Beale this 22ndisy► of March , 19--la. KING COUlrrT ....e ,IS •�'�' CT •. 4 municipal co './ / •.._._ . L) • • • +AZT*USES: (./ Secretary STATE OF WASHflGT0N) COUNTY OF ?LINO ) as day 1State, do F V.y °.tiry Ir iha 'on this , i Notary Public in and for the said personally appearad baton, me 0 o JStara 19 _, 1 A nd to me kr.o.rn to be the individual •eof�SSoB in and while executed the Within instru- ment, and acknow.edead that free and z.� and sealed the sore as rho/r voluntary act and deed, for the uses and purposes there- in mentioned.and on behalf of the above municipal corporation. IN WITNESS WHERECP, I have hereunto set 4 hand and affixed ail official sea] the day encl.year in this certificate first above written. Notary Public in and for the State of %'? - f• ' Waa:rini,•ton — Pesidin;- at 4.J,_,i , in said • • • ` A `� .' V• • !C'.Gll = AO[,� . yi,' ; t;' bnttel Statea of - u•'1r� , A+a'srice, acting by and li oug' t •7ublie Eim�dng bdElni tration, for i^ good and vAluchAo comet d0 ,_rece• i• att,4% pt of t'rbioh is hereby aoknowlodged, done hereby reiiiim red �Od uMcleim to the City of Renton in King County, 1laebingtoni;: ar' apeoeht Ufa? the construction, operation and •maintenance of sewer and water mains through, under, along and across • certain real property situattd Lithe City of Renton, County of King, State of Washiegton, as al-own .on plat designated "Proposed Sanitary Sewer and Water 1..Ln Easement' dated April 11, 1952, hereto at:ached, acid real property being more particularly described as follows: A ten foot strip of land, sltucted in Section 9,, Twp. 23 N. Range 5 E. 11J[. in the City of Renton, Wasaington, 5* being on each aide of the following described center line: • Beginning at a.point on the 1/4 Sention lf.ne of said Section 9, 792.18* souIh of the RR Corner of the VW 1/4 of said Section'9; • Thence S 86 43* 41° W, 303.83' to a manhole in "L" Street in the City of Renton. • IN WITNESS. IMYREOP, ,the United 3tatee of America, ,!eking by and - through the Public Housing Administration, has caused this Instrument to be executed this ,,/� day of ,r2a , 1952. • UNITED STATES OP AMERICA PUB', SING Ar.MINI.TRATI.`2: BZT i V ("Dir.c or, l anJF'rancisco Field Office STATE OP CALIFCENIA ) as C..:TY AND CO i;a:r'Y OF SAt: FRANC TSCO) On this _.s2 3 day of j .�, 1952, before me • a Not a c in and for the State of a-li a s, res ng arrancisco, appeared J. G. !e.Lrille, to me -pe sonal-Ly known, who being duly sworn did say that ho is the Director, Scan Francisco Field Office, Public Housing Administration of the United States of America, and that said instrument was signed on behalf of the United States of L:aerica by authority of law, and that :he said J. G, Melville acknowledged acid in,trumer' to be the free act and deed of the United States •ol America. • IN TESTIMONY { Wl.�W D L___ haald and affixed' , I have iitiY`ttr]tO set my ny offic.al seal the day and year first above wr.ttan. 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Alt.utility services shall . be underground. •• . .,, IN WITNZR8"11211)3?the eald Parties have hereunto est their hands and seals thla.--2_2Thd.........._............Atay of , . March, 1962 ,mel. . . ICING «oio «•••.L .!STRICT • , • sem -,: i do '• at a p ?Ct... .'.- . / ., ..A•b.... n • • d(/ • A • ,'• . 4 . Secrets O. •R . . • '• . . .• STATE or WA2HtNQTON as. . . ,.Couwrr or Knee I ' • I. the undersigned Notary Public In and for it-tio otate of Washington, residing In Renton, Washington. do • • hereby certify that on the ital----a--------do.Y.--April.-15.ht_..:__......_......___....., Ma persona)! . , • appeared before A20 03,3, Dookleco.r.ths.4...a..._.chiaryas11...— and.._..----U.a..1e....4.911APOtia...........-Secretary abarita.to me known to be the individuals described in and who exeruted the same as their free and voltuatary and de5fItlss and purposes herein mentioned.. and on behalf of the' above municipal corporation. ""•.2 • . . .,.......,.._, , 4 -.,‘,...• _thkilo .' •I- •. and Glacial seal this..........._...2t.11........ day ot.........—April....1962... ,f 1/......• tt.• ..4. •. ..,. ; :.'I.P 0 IR Y1\.• . ..• •C. • • • --‘ .6 AA -.--E)..7./.........ebaLti • .. ---------.......-•........•••• ., •al ,, t...: . • • • .81.1 • . „ .. ,.I ...,t , :t . Notary Public In and for the State of Wuhingtcn, • residing In Renton. A '• • ?'1 • . • • • 0* ; • 2 3..,,. ' '". 'e• -;,;•• -4.•- •, ), .0..,•,r; _ w.in ::732., .:.i..,:_.c.>:4•••• '''.•1.-5 i', • ••-• "'' • " 71: ,,,r4-.. '-.Pr ........ sf-. ..,'"7-4.,,,'.:!..f.r.J.,;;;IP..-•;.....-1..*„'' ‘.•:...* ....7....;.3 -'. •;1•-.1.'s.'.. •. • .• ' • VOL 420.11. 'ACLU f U." .•`-: '-%:.1,114.,, .i) %PC. ?'1:'-..: L4'•;,3').14 '. ;-;..•••''.....7-;.".4f4 ._•• • 1-3 ;-,•!-•,,,t• ',•.s.''-' ' ' ; • • .' • - . -• " •')-4.-•'•14.‘1 '''' ..t-„, - ,...?!..4,!:,frirea .1:':•:;-.7`i>0 :• ii..i'di'''..ii-. -‘''",:'°•.7.'11;-•'/:•-`'',' . 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"; v• - That. -•EiniftSCAn :.,:,.* ':a'''• :tt_•.:.' a- e..x-. ••-14.. .. • .• . ..,. t.''''-..-...4... ...-..:_..:............., " ---- ' • ..."-- ' '' - - ''r''''f./A,74::411`'r'll•-r•tri''''',1'64., ' -••••••44 vs'Dow.**am, 4 0 AICIdlinliCIUM22Sidlerelnigia '_,' ' .' :• mbr' .1.1..ir.#,..1. AA' •• A 1.,.- . -, •/.• .1-7 . ...,r, 1... . - . other good and valuable coiali4talfiok."•' ....,t. ..,..t4..•;„,i, 4,,A•i,,/,,,,44,,i,fiz, ,... ,i0siti'.440,__,Fd:O.onver .. unto the ciTY OT NENT011;:i. .........:;.,.t,... • •.• •.••1,1•,.. • ...L 44 12.•• •-• •' r,, . . 1.40 I 3,0,lev-eviel Part.' • • . M. i.- •••••••1'5X."."' .1`7"-(='"'is •-•'- • F..1111:11,.. ' ''' • l'.0117).4....1......"-.:.-•.•:, • an easement appurtenant and • • • ' ,,ti.....it....:.1, •,.f„,•ei,•;;,..1.4.•,„,44,4,•,,,,...,.., .. 7,...d., .. . .,vs7t.,-..4.,in z•,-......-, . .• . . 0 • ..- ....;:'•'..:;•?:;.•11C1,4.,,,.•;-,e;•‘...:i.1:40•LV. .?ItIA'r-S. 4.-,.•:;A..).1 TI-10-1t#1(14.',.k);?::.,, ":.-i•--,.-, •.:1:' • •" '•• • ' .••••:' 7:N%.;;;;,..! . 't••=..k....1„ -4,7: '` ,. ,.,,.. .,.2,;•.1..,,,,via...":.a..,!•,;‘,.....•-.'„ . •-:. : •-•:;,:-.,:--. . -'.• :'. ....>•i•:!.....,„,',`,-%,„...,"4-k, 1-11.1-L,%%?•;S,:;S• •••:.11•••-: . - t-•kctl.,-••' IT•JiV,•..7,..,..4,::.•1....•,;,•% • • :•:- • • ': . , • •,.;...,...-.••J•••••:..v%. .0.L.-i• ..,• zez.1-i-,>-..-„Milt,',,7,-- itti-N• --,,-;••;:t.,:'!' •:. •-', . • ,.-. ....., ' . ' •....f.--1:1•0•04‘0**';... .4.-.'!fr ''' •4.:.4*,:.. ....".• " .discrii),k:-,ci:I.: : :..i.•: . ,...i••••i Ail-4 reaiifillS`i" 4:C1:14;••Wlr.1 f",1,.,V,v1,-.-,.;?..r...s1:4, •,),,,,,, -4,s,..r..:!,.,.•„./1.•••... . .....,.., . , • ;,,,,.....;,-,. .... , ,_.,MT '1,FiC:r..(.4"tir..,‘,7••..V•i'll-f4,•': ,:Ctirlatr.,...6rj:.." •,,‘4,A.,,i'.:,c4.,..... ,•. ... ''''. '''.1.'r r ' '' " '"'-..'r•K2):4-' Y4 tr' 11 ...11,••••••..' ' •Pi,,,,....12:,.40 - l''''.• ....••••..'4,i„f:4',•rr..-. ''.:1' •';:t.:'. ' •;,''.... . ...s.,,..:.., -,..:,.,,,-,....111:•,,..f,te...,f. z ........47.4.,,i4;,•;:,4.),,,s;;,1...7.4;/:,.• .1....a.in,;: •• ,`,.••• ••ie•. -••••••••••4....-.- ..,,..•. . . . -. ' •' ` ) ''••-• • Iv AIXIII10•51t !,•• ' ' t.•. bit.pg....::•. ". , -? % . , • .,........:•._. • • .' :of Platai4t4- r 'T-4. • .- i' --t'••;:......rAjl;'• • : - ' ' -•-u741.:t71',.• ..:•••'''';.'•• ' . . . ituthingtani:,.'..t:if..',11-4,". . . .. -71.• I/.1.,"# . . .....-',54 ,';0,e,,the; .. ?••••• . . -•. —. . ,..viej"• •...;e: r. ow• Scst.ltheast.44*.LY . . d' :i:N•i.1431 • • •• Agates .• •:•., 'Righlaninflfoi -1'. • ••*- - A..: , • .0?-tOliis inter. • emotion-witbs ...` • .* ••- 4.1ftst.e,r- ..- • )91,',1901-81reet. . . .. •• ' .."-• •,, 1...'i(ni.i'il.', :','i•fli.,,:rr-'-'xif!N,,•,1..•.if.:4,..-•.•---e, .-•: • .•- . . . . ...,..,...„.:,,.• .i• --:•:4"-0,-.- -.••••;..•....4-.,...•••..•-•-;••'-••• . . . ..-.:•-:...wtx =4,?F,--"i„f'.A'V . ' 'Ai',:•0--;;;..,.-,•-•...: '. • • '• -..!••••••c;.cvs....,••41-.;.'•••••4•••Ii“.:.......;,:'14••,.77,•.-1....,';i ••;-:.• ' • . • 1 • • • . . • • . • . - •':. :••'II:-'••••••..*-`•-'',,-'.•kr:: ' .... . . . . , k , . •.• - .• • • . . • . ,,• • • . . . - • • . - • . . ,.• •,, •. • . And the party of the acmnd part to have for the purposes of coneirsdkiii,mate. nvie ,and maintenance Of Ilt sage pipe lines and any other pUttlie utilittal and services, together with pedestrian A nd vehicular fiht use /wr-ciu i'liaLeillr fail ile title"iw41.1411144gatrlinfaspte.rfe Eltitelisve itetealto thetri)"..alliLli— ilft2ils-.....:3AN....f..............day of . . March, 1962 MIX • . Ina &t.id •' ••••••s% PiantIcr •403 a Runic • • a -• tl.• . . -T....eels- "44111;4• • -.4 BY • 0011.- -... Secret* .0; •R " . . . ' STATE OF WASHINGTON and • •A• • hand and omeial :1(Iii.OIk.r.V#41-;.... • . '.. .?v v..7••••10. .•1•11 • ."1 '•', ••1'Ot#P4' seal this..... 9th behalf of the above wunicips1 corporation day of .....4pri.1.1...1962 . MX Publihecreinth a:Llano:if"tiftandatateon°1Washingt°11. residing In Renton, Wailhingt°11. do Notary Public in and for the State of Washington, • U. • Id.eedth:jecuirliruntAsder::KiedidNotry purposes heieby certify that on the ........$.144.........--_...-.......day....-....AP.r.as...19§.L..............._ .. set personally appeared before me.qt,1...Ilueinte.rt.N...4.r...chairman............. .and........1....8......kthnison.. Secratary numasia to me kuovn to be the individuals described in and who executed the seine as their free and voluntary set • •U II tli.t '.... ) •• •eleg4•theNadkinAl I •• •.• ' Ti',. :"4" . residing In Renton. I ,. ••••••,_ • ..;.....4:f4,;.‘-' ' .:1,•-• ;•••!`"• • ,\ . e;.O /04 .0500 E F'ECt' F 7.00 PELEASE OF EASEMENT '-"=•Hu '"•*` v0 22 KNOW ALl MEN BY THESE PRESENT THAT THE CITY OF RENTON, A MUNICIPAL CORPORATION, is the owner of an easement acquired from Renton School District No. 403 dated March 22, 1962, recorded under Auditor's File No. 5410649 records of King County, over the real property described as follows: . Otr) A 60.0 foot easement, the centerline of which is described as follows: O Beginning at a point on the easterly line of the Corrected Plat of S Renton Highlands No. 2, as recorded in Volume 57 of Plats, on Pages 92 to 98 incl., records of King County, Washington; said point being . • CD 808.03 feet, northerly of the southeasterly corner of Block 20 of OD said Plat of Renton Highlands No. 2; thence North 87°49'14" West, to an intersection with the easterly right-of-way line of "K° Street. • THE CITY OF RENTON does hereby abandon and release all rights acquired under the above described easement to a portion of said easement described as follows: • A 15 foot Utility Easement, being 5 ft. north and 10 ft. south of the following described centerline: • Beginning'at a point on the easterly line of the Corrected Plat of ke.itof Highlands No. 2, as recorded In Volume 57, of Plats, Pages 92 to 98 • inclusive, records of King County, Washington; said point being 823.03 ft. northerly of the southeasterly corner of Block 20 of said Plat of Renton Highlands No. 2; thence North 87°49'14" West to an intersection with the easterly right-of-way line of Kirkland Ave. N.E. IN WITNESS WHEREOF, said City has caused this instrument to be executed by the Mayor and City Clerk this ,2 7/ _ day of e2)„c4.4 lJ , 1912: • Rf I"IIIR(fF( l S.f r • . • nit4 1138m71 • .S oci.tC s 4 ELECTIONS BARBARA Y. SH P H, YOR •Y a411't.(�/ Q - - E.. : •- .: -_ , ,. _- Witness: DELORES MEAD, C TY CLERK "". STATE OF WASHINGTON ) ss. COUNTY OFK ! N6„• ,) . ON THIS ..77 -4. day of egf3-ti , 191/ , before me personally appeared BARBARA Y. SHINPOCH. MAYOR. CITY OF RENTON and DELORES MEAD. CITY CLERK, CITY OF RENTON. the individuals that executed the foregoing instrument. and acknowledged said instrument to be the free and voluntary act and deed of said individuals. for the uses and purposes therein mentioned, and on oath•stated that they are authorized to execute said instrument. 'IN WITNESS WHEREOF,.I have set my hone and affixed my official seal the day and year above written. - t .:D FOR RECORD AT REQUEST OF �? .•..; , ih and or -5ta-to e I'9CE OF THE CITY CIE18 Washington residing at, C! .:i.°dC: MUNICIPAL ROL ' �. . �00 MILL M. SO. / `',•:*****;r, 6009513 va 47b9 Par() • QUITCLAIM DEED , • C, This Indenture, wade on the ,.21.4 day of )/142,41 , 1966 • `. by end between the UNITED STATES OF A?QsRICA acting by and through the .Secretary of Housing and Urban Development, under and pursuant to the C: • powers and authority contained in the Lanham Act (54 Stat. 1125, as amended; 42 U.S.C.A. 1521), the Department of Housing and Urban Develop- went Act (P.L. 89-174, 79 Stat. 667), Department Interim Order II • (3l v.R. 815), and Delegation of Authority (25 F.R. 2654, as amended • by 25 F.R. 4521), GRANTOR, and the CITY OF RENTON, County of King, ' State of Washington, a public body corporate and politic, organized and existing under the laws of the State of Washington, GRANTEE. WITNESSETH: That said GRANTOR, for and in consideration of the . sum of ELEVEN THOUSAND DOLLARS ($11,000.00) cash in'hand paid, the receipt of which is hereby ackncvlecged, does hereby remise ,and • release and forever quitclaim and convey unto the said GRANTEE all of the GRANTOR'S right, title, and interest in and to the following parcels of land situate in the City of Renton, County of King, State of Washington, heretofore dedicated or granted by GRANTOR unto GRANTEE, including without limitation the release of restrictions placed upon the use of such lands by the',dedications or grants thereof: A. Fire Station Property Lot 17 of Block 6 as shown on the Flat of Renton Highlands, • of record in Volume 46 of Plats, pages 34-41, inclusive, • in the Office of the Auditor, King County, Washington. B. All playgrounds, parks, public use and service areas, and all alleys, streets and avenues, wheresoever situated, shown on • the following plats recorded in the Office of the Auditor, • • King County, Washington: The plat of Renton Highlands, recorded in Volume 46 of Flats, pages 34-41 inclusive. --Corrected plat of Renton Highlands No. 2 recorded in Volume 57 of Flats, pages 92-98, inclusive. Plat of Suburban Heights, an addition to the City of Renton (same being p replat of Block 26 and 27, Renton Highlands Nc , corrected plat), recorded in Volume 58 of Plats, pabd 55. VOL 4 i 69 mit 226 .11 • • • Plat of Vista Heights, an addition to the City of • kenton (same being a replat of Tract 26A and a portion of Block 26, Renton Highlands No. 2, corrected plat), recorded in ;oluse 60 of Plats, pegs 36. EXCEPTING therefrom, however, that certain tract of land with im- provements thereon consisting of 9.7447 acres, more or less, • generally described as the "Highlands Administration Building" Ct area and. more particularly described in that certain "Deed of Dedication" dated January 11, 1957, from the United States of America to the City of Renton, recorded in said Auditor's office in Volume 3655 at pages 659-61, iaelusive, which said tract - • • shall remain subject to dedication for public purposes. TO HAVE AND TO HOLD all and singular the said premises together with the appurtenances unto the paid GRANTEE. • IN WITNESS WHEREOF, the GRANTOR has caused this instrument to be executed in its name as'of the day and year first above written. • UNITED STATES OF AMERICA, acting by and through the SECRETARY OF HOUSING AND URBAN DEVELOPMENT � � • recto , ommun ty sposition .a Witnesses: 7 : • ! /L� ^ c IL << U"iTED 3TATrS OF A.M RICA) ) 33: DI3FRICT OF COLUMBIA ) i / On this �4'j'• day of )1/t if r , 1966, before me the undersigned, a Notary Puh1±.e in and for Tle District aforesaia, personally appeared Joseph F. .imith, Jr., Director of the Community Disposition Staff, • Department of Housing and Urban Development, known to me to be the person wteze name is subscribed to the within instrument and to be said officer, and acknowledged said instrument to be the free act and deed of the United ;t.ciec of America for the purposes therein contained and or. oath stated that he was autrorized to execute said irstrur,ent. • • Notary Fublic `!;: cnrn +on exf`ire. 6 1cXt8() va4 i70 147 PERPETUAL EASEMENT IKNOW ALL MEN rsY THESE PRESENTS: ' That Renton School District ,A103 mode a Mnnioipal Corporation • hereinafter re.erred to as"party of the first part"for ar.d 1n consideration of ONE DOLLAR and other good and valuable consideration,raceipt of which Is hereby acknowledge' do hereby gra it,release and convey unto the CITY OF RENTON,a Municipal Corp-rat on of the State of Washington, as "Party of the second part," an a:•_;eaiene.appurtenant and perpetual over.on,and to th-following described properties: f PtaRp Station Basement An permanent easement, 40 feet in width and 40 feet in length, orar • E that portion of block 20, Renton High?Artd, No 2 Corrected Plat, accord- ing to the Plat recorded in Volume 52 of Plate, pages 92 to 98, King County, Washington, described as follows: The southerly 60 feet of the easterly 40 feet of said Block 20, Renton Highlands No. 2 Corrected Plat less south 20 feet thereof. . • • , I And the party of the second part to have for the purposes of construction, repair,service, and maintenance of t•,eage.pipe lines and any other public utilities and services. IN WITNESS WHEREOF the said parties have hereunto set their hands and seals this 31s t day of • 1966 March a Mei RENTON SCHOOL DISTRICT NO. 403 King County,_Washington 23 A/NTOR BY //< ' id --- Secret f the Board of Directors i 'PATE: (IF %t'ASIIiNGTe N I • . COUNtY of KING e ss. • I. the undersigned Notary Public in and for the State of Washington, residing in Renton, Washington, do • 1966 hereby certify that on the 1St day April . mi. personally. .ipp,.fired before we H. R. Johnson , and • },�Q =s wim:o nee known to be the individual/described in and who executed the smile as ICf� free and voluntary act and a•ed for the u":s and purposes herein mentioned. J . GIVEN under my Band and official seal this II day of i1.11..•,..,1/ 6 L'` A t' :-./_L., Notary Public in and for the Stele of Washiuettein. �'• �. `• residing in Renton . Ned law Raceme . ,. .. 19 ( L. OIL 6484153 • PER?ETUAL EASEMENT • • • KNOW ALL MEN BY THESE PRESENTS: • •Renton School District No. 4C3 -- a Municipal Corporation xamd That -------------- •- hereinafter referred to as "party of the first part" for and in consideration Of ONE DOLLAR and other good and valuable consideration, receipt of which is hereby acknowledged, do hereby grant, release and convey unto the CITY OF RENTON, a _, Municipal Corporation of the State of Wash:ngton, as "Party of the second part," an. easement appurtenant and perpetual over, on, and to the following described properties: • ADDITIONAL "M" STREET PUMP STATION EASEMENT n permarert easement, 15 feet in width and 40 feet in length,over that portion of Block 26, Renton Highlands No. 2 Corrected Plat, according to the Flat recorded in Volume 52 cf Flats, rases 92 to 98, Records of King County. washinoton: described as follows: • • The northerly 15' feet of the southerly 75 feet of the easterly 40 feet of Block 20. Renton Highlands No. 2 Corrected Plat; LESS the south • 20 feet thereci. • • And the party of the secc.nd part to have for the purposes of construction, repair, service, and maintenance of sewage pipe lines 'and my other public utilities and services. IN WITNESS WHEREOF the said parties have nereunto set their hands and seals this ::arch 'clay of ,1969 Renton School District No. 403 • • , King County, Washington /yr 2� - •L— /G .NTOR• e.g..' Secretory of the 9oaz•d of Directors !' lASH!NGTrJN) • oc:,nt- of King 1 SS • • L ulcder•siyned Notary Public in and for the State of Washington, residing in n, .:as:;,n.jton, do hereby certify that on the 1r,rh day March. 196g per%:o:r; I•y Appc.ered before li. =. Johnson and, •:� • c,rf, tc, me known to t.;e individuals described in and who exec•.:ted the same as e!. 'nee and vnlunt.ar" act and deed for the uses and purposes herein mentioned. • f �;C• �1 ''•. H.,na and official seal this loth day of :-arch ,i96 .. Notary Public in and for the irate o Washin:itnn. rrcidinr in Pento,l. • R gg..sir of 4 V s/ '!1-(!L(`ry • •ON '1.':t l ISri 3t ' 2 . . .+ass... . "� •7-103011221T fv)It L.b' > D ELACISEIC 2Ylirrlail 1 'Grantor"bereial.No .Wawa Sett serratlls Ifs FVOS:=O POWER a ucarr CIAIPANT. a'AeskIneton corporation ' • ("Gram*"hereto),forest psrpoawberabielrrett.? parpottiel Maateast trier.abreast amid ob er Ilia tdlaa•ks(berthed f`� real property Idle"Prvpertko herib$ Xi ray- Cloudy.Rfleffibigeat. The west.8 feat of the east 48 feet of the south 55 feet of the following described property: ....7.. Tract 20 of the Corrected Plat of Renton Highlands No. 2, as recordcd In Voitetae 52, Pages 92 to 98 of Plats, records of King County, Washington; in the Southwest 1/4 of Section 9, Township 23 North, Range 5 East, W.I .- Except as may be otherwise sei Lords herein Grantee's rials= a:11 be ernmelaed trpcw that portWe of the Property (the ••Rightof-Way"herein)described as follows: A Rlfht-of-W.Zy 8 x 55 fest 'a-width-bawler leat.nt.aeab.wS oe tesch-siettd-a-eenterileedaseeiMiufollower as described above. rxc _ t• . • . .. - .'i ,.;. J. a. „; :, 1...:._.:r I. Purpnse. Grantee shall have the right to oanstruct, operate, maintain. melt'. replace and enlarge an u..Sergrows electric transmission and/or diatribwioh s--atem upon and under the Right-of-Way together with aL necessary or s-;.--,ice ' appurtaances therefor.which may indud the following: underground conduits, cables, communication 'Ines. •, - Foilowitig the Initial can- — striction of its faculties.Grantee may from time to time construct such additional frctitties as it may require. 2. Access. Granter shall have the right of accea to the Right-of-Way over and across the Property to garble Grantee to exercise its rights hereunder.provided.that Grantee shallconyxaua,e Grantor for any damage to the Property caused by the exercise of said right of access. 1. Obstructions: Landscaping. Grantee may from time to time remove trees. bushes, or other obstructions. within the • Right-of-Way and may level and wade the Right-of-Way to the eaent reasonably necessary to carry out the purposes set Il . :cult in paragraph I hereof. provided. Mat following any such work. Grantee shall to the a tent rersonabiy precdca le, , restore the Right•ot-Way to ale condition it was immeilately prior to such work. Following the installation of Grantee's • ui►lergnUna facilities. Grmitor may undertake any ordinary improvements to the landscaping of the Rightof-Way, provided that tat• ..-:•c:, or other plants shall be placed thereon which would be unreasonably expansive or impractical for Grantee to remote art.!restore ' r• •• . ,111 t. Grantor's ilk?ct Right-of Wiy. Gran or resel.ves the right to use the Right-of-Way for any purpose not inconsistent .:: the rights t•-r.•in grunted.provided. mat Grantor shall not construct or maintain any building or other structure on the j 1::.:::-of-`.�.•; spiel! %mild interfere with the esercise of the rights herein granted; that no digging. tenneling or other form of i•tostruction activity shall be done on the Property which would disturb the compaction or unearth Grantee's facillties,on tit•• F'•,;ht-of Way. or en!a.,ger the lateral support to said facilities, and that no blasting shall be d`te within IS feet of the iticet•of•Way.. 5. lndemniih. liv accepting an] rcrordirg this easement.Grantee agrees to indemnify and held harmless Grantor from ;ci, and all claim.: for damages suffered IT any person which may be caused by Grantee's exercise of the rights herein granted. pro\id,.i. that Grantee ...`al. not he responsible to Grantor cur any damages resulting from injuries to any person .?.is.a1 hr acts or'r.mi..1n's of G:ento ii. Abandonmr it. Th.: slam:s herein granted shall conlrate until such time as Grantee ceases to use the Right-of-Way for a period of I,.e i5.successive years, in which event this easement shall terminate and all rights hereunder shall•revert to •:-.•raw: i.ro.ld,t: that no abandonment shall deemed to have occurred by reason of Grantee's failure to initially install es facilities on the Right-of-Way•within any period of time from the date hereof. Successors and Assigns. rho rights and obligations of the pari►s shall inure to the benefit of and be binding upon a,•ir rev 1.1u%a succe- . and assi . - —_ li•\T:'i'h:, aids of a 19 GR,MI„6iR , IR - . •••••.-0.!7•• •• A• , ... :••• •.• • '41..•;t: /,''..•'a i •'•!''•-:.. "....tlik . : •...... .„47(,,. .,... . 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' •••• ' -:- 4.,.':' •••-..q..:314 "• ' . *.k.eltarikagarier.i.P: ibit•-•,•;-. • • "isrii4 t‘t,e .e..7 •:•:f.......';'• :'`.:.•',MT 't • • rAr'-' . , '......... ' .. . mEsato alf. os — rive ) aba . iti e . itied :to awi INFr•"1",... •!•!:_,....,... . ....,, ......:15%...to-,....•: ....' .'.'. • . - • • •"-T.k?.,,i, c.;;ii.:,, '1'...iLP+••••-4. . • - . - . "t•••• • . ' .1, ••••• !••';',.:. .1'I•e•;'1.;4-,-•L'..tr Vra.ie,U. 41;ii:,-,,,?.'„, .•.; . .. • IL. - ' :. •'i-.:'%I. ''..;• ' •-t ''•'.. .•••. ' k- 1.,-.'"%hit•-: • - 7,1:: - • . - • -,•i- ,- ilICNAKT 17: is sod for the Shoo at Waehiegloa. . :. • .. •• -......,....1.).4.s -,21, , •• • • -- • '• . • . ; merlin at STATE OF WASSINOTON • . - • ...gilt... } it' - . - .-- .. . .• . COUNTY OF / . . . . . On datto-cJ toy it 74:1,1,-ni---' .194/,beton.zee. dte soderaigord. , f-..:44.4g•ilt . . .ht see boom to be the .ieilli..11...tif led , respectively, of . tite cowers:ion that eteteted the focep.Aia thetroroetn. and aciao . • sigaci the said Nommen to tits tree yid egalooter7 ett Ned deed et said corporation, for the usee and purposes therein mentioned, tad oo oath stated that --.& - authorized to aexcute the said iostrurosst sod that the seal affixed Is the corporate sell oi said oceponultio. • WITP E. MY lAND AND OFFICIAL SEAL hereto strxsd the day and year Drat above written • . . • ••• .1}. •• h: k... ..• , ,.. ... ...... .../._ . • - •,0., -. e , "...___,;?‘ . i • -'..0% c-§-__ 6",...0.41 0.` -4 • --,4. ii eo•i, i • =l• .. ' ri--"'" NOTARY PUIty9M eod die State7hinatortAe 1 •. . f T-4 -1(•9 0.-..f\ • c_-? -•,.4.-b;.:....!.••••Ac, ..-. • L.-, •--,;;Askk‘' ..-.• . . •,4,.;,.............- • , • I . 1 . qr.cortvEr• • .... ......I 5.58120. recor.-,is ..•._ . • I -T- 1 . 6 PM 2 34-,1 ....., . \, _,-- - 1102ERT.A.lotto A.;at T ;:. ''''-ittit7tClitaT•WASIta. .- ' - DEPUTY :• - - , , r-• . .77 L\ s...) . -rt • ri a • o .., r.. •,) .....5 I . . , c.7. • . . =o r• gi0Pc t '`O. iJ-F11 S_ AGREEMENT AND CONVEYANCE • RE: UTILITIES SYSTEMS - ` .. _, S C, PHIS AGREEMENT made and entered into this �J7�' day of 52 .aL 1� " 19 85 by and between the CITY OF RENTON, a municipal corporati.�r of the second"class under the laws and statutues of the State of Washington. hereinafter referred to as "CITY" and Gail Schneider Dr 1 cll� — , 4 . for Gerald L. Schneider hereinafter referred to as "DEVELOPER"; WI TNESSETH: WHEREAS "The Developer" is desirous of installing certain water sat=stm lines and appurtenances thereto at, near, or within the hereinbelow described property and to • connect same to the City's Utility System so that such improvements will constitute an integral part thereof; and WHEREAS no other property owners or users are presently available to share in the cot rl 7 and expense of construction of such improvements and the parties hereto having in mind • C5the provisions and terms of Chapter 261 of the 1959 Sessions Laws. generally referred to 5 as a "Municipal Water and Sewer Facilities Act. (RCW 35.91.101 et seg)"; and cl e5 WHEREAS "The Developer" is willing to pay all the costs and expenses for the installation 20 of said improvements; NOW THEREFORE. IT IS HEREBY AGREED AND COVENANTED BY AMC BETWEEN THE AFORESAID PARTIES AS FOLLOWS: • 1. The "Developer" hereby acknowledges and covenants that he is the owner of the following described property, to-wit; Plat cf Hilltop 2 85'03'Oi r057.4 D RECt F 5.TC 7.5. and the "Developer" hereby agrees and covenants to cause to have installed the following described improvemnts, to-wit: Installation of 1462 L.F. of 10"D.I. Watermain in Monroe N.E. Assessable CORRECTED PLAT OF RENTON HIGHLANDS NO. 2 DAF: That portion of Property. Tracts 16 A and 20 belonging to Renton School District No. 403 l: (Renton Vocational Technical Institute Property) 519.858.00 1�, and such installation to be made in full compliance with all applicable codes and. I' . regulations of the City of Renton. The "Developer" further covenants,and warrants that } all expenses and claims in connection with the construction and installation of the aforesaid improvements, whether for labor or materials or both have been or will be paid in full, all the "Developer's" expense. and the "Developer" covenants and agrees to hold the City of Renton harmless from any liability in connection therewith. j 2. .,The.:'Developer" further certifies that the total'estimated cost of said construction as hereinabove specified will be in the'sum of $ 39,716.00 F See Exhibit "A" attac'"d hereto for the legal description of the lands affected by this ; . . latecomer agreement or a map showing in outline the lad affected by'such additional charges per the terms of this agreement. Per RCW 65.08.170(3) (RCW 35.92.025). s f. I- EXHIBIT "A" :`tz:"'``',.Y' ., Sheet 1 of 4 . jam i. Based on said total amount of cost. the costs paxxswraxaxfaotiop.ehe e)sk p." ttont lineal toot (test.: out the i.tar'l4ti.lf•lt' valet ut said improvement shall be employed to determine .hc pro rata reimbursement to the "Developer" by any owlet e:: real estate, who did not contribute to the original cost of such improvement. ar.f who subsequently wishes to tap, into or hook unto or use said facilities, which tap or noukap shall include connections to laterals or branches connecting thereto, all subject to the laws and ordinances of the City of (Renton and the provisions of this Agreement. It is hereby further agreed that in ;the event the total actual cost of the aforedescribed improvement shall be different from that set forth hereinabove. then this Agreement will be duly amended to set forth the total actual cost thereof. rep • front lineal foot _J C 27.165526 • 3, It is hereby found and determined that the construction and installation • said aforedescribed improvement is in the public interest and in furtherance of public health and sanitation. • 4. The "Developer" hereby agrees and covenants to convey, transfers and assign unto City all right, interest 'and title in and to said improvements and all appurten- ances and accessories thereto, free from any claim and encumbrance of any party whomsoever; City agrees to accept and maintain said irrc'vement as part of its present Utilities Systems upon approval thereof by the City Engineer and after inspection of said construction. The "Developer" further agrees and covenants to execute and to deliver unto the City any and'all documents including Quit Claim Deeds and Bills of v., Sales that may reasonably be necessary to fullyvest.title in the City and to :' effectuate this conveyance and.-transfer. The."Developer" further agrees and covenants to pay unto the City such service or other charges as may be imposed by the Ordinance Cam'! of the City of Renton from time to time applicable to like users of the same class. CD I . OD 5. City reserves the right, :'.ithout affecting the validity or terms of this Agreement to make or cause to,be made extensions to or additions of the above improve- ment and to allow service connections to be made to said extensions or additions, without liability on the part of the City. 6. No person, firm or corporation shall be granted a permit or be authorize° to tap into the facility for water or sewer service during the period of ten (10) years trom date hereof, without first paying unto the City. in ad.i.tic.: t.. .a., zr.a all c',n.r . costs, fees and charges made or assessed for each tap, or for the main •facilities constructed in connection therewith, the amount required by the provisions of this ' contract except such charges shall not apply to any extension of the main facility. All amounts so received by the City shall be paid out by it unto the "Developer" under the terms of this agreement within sixty (60) days after receipt'thereof. Further- . . .more, in case any tap, hookup or connection is made into any such contracted facility without such payment having been first made, the legislative body of the City may cause to have removed such unauthorized tap, hookup or connection, a•.d all connecting • (title or pipe) or related accessories located"in.the facility of right-of-way, and dispose of such unauthorized material so removed. without any liability on the part of ' . the City whatever. It is further agreed and covenanted that upon expiration of the .term of this Agrcement; towit: . ten (10) years from date hereof. City shall be Sheet 2 of 4 under no further obligation to collect or make any further sums unto the "Developer". The decision of the City Engineer car his authorized representative in determining or computing the amount due from any benefited owner who wishes to hook up to such improvement, shall be final and conclusive in all respects. i. It is further agreed and understood that the aforedoscribed improvements to be undertaken and paid for by Developer have been or are about to be connected with the Utilities Systems of the City, and upon such connection and acceptance !dy the City through its legislative body, said extension and/or improvement shall be and become a rut of the municipal utilities systems. 8. This agreement shall be placed for record with the King County Auditor's Office immediately upon execution thereof and all costs of •recording shall be the responsibility of the "Developer". -—DATED THIS 01-07 1 - DAY OF Rg/47/j 19 r5 . • -777 CITY OF RENTON, 4 MUNICIPAL, CORPORATION DEVE.•.•:'F?: BY:: dUaLLt71Gu 7IRtIlpOC'�` BY: c�c'•�t/ MAYOR BY: / 1a �•-• BY CITY CLERK I • CITY• OF RENTON DEVELOPER • er C9 STATE OF WASHINGTON ) STATE OF WASHINGTON ) C ) ss ) ss 41.4 c) COUNTY OF KING ) COUNTY OF KING ) O C9 mOn this ocnrl,day of i--E.A,e.4N,ry , 1991, On this day personally appeared before me before me personally appeared Kat ,@9 ►(.'i I ta.r�• ® SrhNcWJ .11.1A16//4/6 l{cire, to me known to (Grantor(s) be the ( Mayor, City Clerk or other authorized officer or agent, as the case may be) of the municipal corporation that executed the to me known to be the individual(Odescribed within and foregoing instrument, and in and win) exec:.uted the wit_Liu and fa:c- acknowledged said instrument to be the free going instrument, and acknowledged that he and voluntary act and deed of said municipal (she or they) signed the same as his (her . corporation, for the uses and purposes or their) free and voluntary act and deed, therein mentioned, and on oath stated that for the uses and purposes therein mentioned. he vas authorized to execute said instrument Given under my hand 4nd official seal thi and that the seal affixed is the corporate, ' . day of (-El ors,) , 19 . seal of said municipal corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the Signature of officer and official seal day and year first above written. J . �.' +'�W� `�' • • is// /• !• Signature•6 Title fficer Notary ° Y t bon lic in r e" ff;,pti of . Notary Fub c and for the State of 'j -a' �• : �. Washington, residing in fA,.lTc,SJ •• t )//•,,* , � • • Sheet 3 of 4 • • CITY OF RENTO"•, WASHINGT9 ,_;. ORDINANCE NO. 3894 • • • -�: • AN ORDINANCE OF TUE CITY OF RENTON, WASHINCTON, VACATING A PORTION OF EAST SIDE OF KIRKLAND AVENUE N.E. (RENTON SCHOOL DISTRICT 01-84) WHEREAS a proper petition for vacating a• portion of the East Side of Kirkland Avenlue N.c.., Renton, King County-, Washington, was duly filed with the City Clerk on or about November 16,1984, N and said petition having been signed by the owners representing more than two-thirds (2/3) of the E :operty abutting upon such street :l) , sought to be vacated; and WHEREAS the City Council by Resolution No. 2578 passed and approved on December 3, 1984 and after due investigation, did fix and determine the day of January•. 7, 1985 at the hour of 8:00 P.M. in the City Council Chambers of the City 'of Renton to be the time and place for a public hearing thereon, and the City Clerk having given due notice of such hearing, in the manner provided by law, and all persons having been heard appearing in favor or in opposition thereto; and the City Council having considered all information and arguments presented to it; and WHEREAS the Board ,of Public Works of the City of Renton ' having duly considered said petition for said vacation, and having found same to be in the public interest and for the public benefit, . and no injury or damage to any person or properties will result • from such vacations; • • NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, . WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I: The following described .portion of street, to-wit: • ORDINANCE NO. 3894 • See Exhibit "A" attached hereto and made a part herecf as it fully set forth herein. BE AND THE SAME IS HEREBY VACATED SUBJECT to the conditions in Section II. SECTION II: The '•acation .of this street is subject to the conditions recommended by the Board of Public Works as per the letter of Richard Houghton dated January 2, 1985, those conditions to include: a. Retention of an easement for roadway, utilities and quasi-public utilities being provided over entire right-of-way. b. All improvements required and located within the easement. c. Set backs on East side from existing property • line (existing line being 30 ft. East of centerline of Kirkland Ave.) . d. The right of the City to require the dedication of additional right-of-way in the future at no additional cost to the City. ye. The City will incur no cost for maintenance whatsoever. SECTION III: This Ordinance shall be effective upon its aD passage, approval and five days after its publication. A certified copy of this Ordinance shall be filed with the Office of Records and Elections, and as otherwise provided•by law. PASSED BY THE CITY COUNCIL this 4th day of March, 1915. i.�i t orc� C/764;a, r•'�J . -r Maxine E. Motor pity C1�rk� • APPROVED BY THE MAYOR this 4th day of Marchir1985. ; • • Barbara Y. Shinpoch; Ida for • Approved as to form: • Lawrence J. Warr , City Attorhe Y • Date of Publication: March 8, 1985. • • • LEGAL DISCRIPTION • • • A parcel of land situated in the Southwest 1/4 of Section 9, To'sn;nip 23 N. Range 5 East, N.M. more particularly described as follows: The East 15.0 feet of the North 1500.0 feet of Kirkland Ave. N.E. lying South of the Easterly extention of the Southerly right-of-way line of N.E. 7th St. lying West of the West right-cf-way line of Kirkland Ave. N.E., Kirkland Ave. N.E. and N.E. 7th St. both being 60.00 feet in width in accordance with the Plat of Renton Highlands•No. 2 as recorded in Volume 57,'Panes 92 to 98. O _ Go w Cq • • • • • SEWER GRADE RELEASE z o •-K r", R • ^ October 22 i9�5 r 1D2 EE LL' u.. _ ry c • • • m -< NOV 1 4 i'' Attached Legal Description See Exhibit "A" Attached 85,12i11RECD F k0620 D 6.00 CRSHSL ****G.00 l • said property situated in King County, Washington; for and in consideration of a 55 permit to construct a side sewer to connect these premises to the City Sewer Main at less than minimum grade of 2% according to City of Renton Ordinance 1552 and as amended by Ordinance 1727 do hereby agree to indemnify and save harmless the City of Renton from all future damages resulting from such connection. THIS AGREEMENT shall be a covenant running with the land and shall be binding upon all parties and their heirs and assigns forever. • IN WI 1 SS WE OF I have hereunto set my hand and seal / the n ar rst a ove written. (SEAL) (SEAL) C (SEAL) (SEAL) STATE OF WASHINGTON ) •N COUNTY OF KING ) ss CO On this 22nd day of October , 1985 , personally appeared before me • Gary F. Kohlwes, Superintender.t of Schools. Renton. Washington to me known,to be the individual described in and who executed the within instru- ment and acknowledge that he signed and sealed the same as his free and voliAtary act and deed for the uses and purposes therein mentioned. IN WITNESS, WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. • Notary Public in and for he State of • CORPORATE FORM: Washington, residing at Renton • STATE OF WASHINGTON ) COUNTY OF KING 's On this day of • , 19 , before me personally appeared to me known to be the of the corporation that executed the within insT trument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. - • • FRED FOR RECORD AT REi ES1 OF Notary Public in and for the State of • Washington, residing at Renton FEE tf lE CITY COX R!NION M002116.DG. 2O61A1.AYLse. • PEKION,Y'A205 • WS-02 -�s . .. - ' • .. ''. ;',..-i' ':-..'': .r...1....:•,:•!..7 .,.•'••.'!"%..:..'t'.''.',.. 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' : .•• . .'.• ".•.? ..:•.:;..,:,--r.:.... • • .:•...:....: .-• . . .... :. .. .. .......,.....: .. . . •-. ,:•:....•::.t.-.) :;1?:1,..U.1•:.'0-7,--,i;:•..i'z.-f‘i..:.--....:•:.-.,...: .,.:.,:....;:..•:'.,.:::?..':.';',.. - •,.,..-• -• • -....t nn • . ..... :-,,..,..,-;;.-.-_,:..,..t:::,:i., -.F.'s...-...Y,...-:,-,-:.•::: ;•T:..:.-..i..-,.-.,. ••.: :.....,.n.-:._i:-`,,.• , .•.:- n7901 lc ibQ . • ....,:,-: ......,:. - .. .;•.. ....,-.:•::... • ... . .... • i"....,',.• . .......:;::::?,:..,,-4-.....:21::!••-:r"il...:.:?;-?..f i.4;:'.7.4?-"...*;',:,,,,,.'"....,!i-f''.-4!'.:•.:.•'.';.; • ...-":,,:,z"1: ' .•-wow - , • '1111 1813Fekiir vum,A� Lai 1�� RECEiVEis •+��. 9Ai R-095-84 ;-, SA-096-84 SP-097-84 simassi 291 MIL NEy am' DEcII 11114tI! 15 RENDABYTHE :tl r}� RECORDS . : i i:.nS KiNuC' 7Y 85/12/11 (+0624 D RECD F 7.00 CASHSL w.***7.00 55 eT • N DECLARATION OF RESTRICTIVE COVENANTS • N 11� CO WHEREAS. the RENTON VOCATIONAL-TECHNICAL INSTITUTE, are the owners of the following real property in the City of Renton. County of King. State of Washington. described as Exhibit'A' attached hereto. WHERF AS. the owner(s) of said described property desire to impact the following restrictive covenants running with the land as to use.present and future.of the above described real property. NOW, THEREFORE, the aforesaid owners)hereby establish,grant and impose restrictions and covenants running with the land hereinabove described with respect to the a::e by the undersigned, their successors,heirs,and assigns as follows: L.I.D. PARTICIPATION I. The applicant shall be required to participate in a Local Improvement District (LID).if one is formed,to construct the Edmonds Avenue Extension. • • • DURA PION These covenants shall run with the land and expire on December 31, 2025. If at any time Improvements are installed pursuant to these covenants, the portion of the •covenants pertaining to the specific installed Improvements as required by the Ordinances of the City of Renton shall terminate without necessity of further docurnentalion. N .O C Any violation or breach of these restrictive covenants may be enforced by proper legal N procedure-pi in the Superior f'.rurrl of King County by either flee City of Renton or any property lf) e'sa owners adjoining subject property who are adversely affected by said breach. W D. Wil. IAM O. [WI MONDO, for RENTON VOCA T I()NAL-TECHNICAI INS T 11(JTE. STATE OF WASI-MGION ) ss. County of KING• ) • On thls.Tlf day of Uoeowf4.'• 1985, before me personally appr+.rrud the person(s) who executod the within and foregoing Instrument, and acknowledged saidinstrument to be the free and voluntary act and dec:cl of said person(s) fur the uses and purposes therein mentioned. IN WTTNF 55 Wi it 1lF.OF, I have hereunto set my hand and affixed my official seal the day and yr::,r fir,t above wr:t ten. • nary Public in and for I. State of Washington, resicling at EXHIBIT "A" RENTON VOCATIONAL-TECHNICAL INSTITUTE LEGAL DISCZIPTION Blocks 16A, 17, 18, 19, and 20 of, the Plat of Renton Highlands No. 2, Renton, Washington, according to the plat thereof, recorded in Volume 57 of Plats, pages 92 to 98 inclusive, Records of King County, Washington together with vacated streets. v fV .O C CM to CO . PUGET EASEMENT POWER OORIGINAL . pot I consideration ofh One Dollar(MOO)and other valuable consideration.the receipt of which is hereby idl:t KING COUNTY SCHOOL DISTRICT NO. 4 03, a urinicipal • Corporation ("Grantor" herein). hereby graab,conveys and warrants eo PUGET SOUND POWER a LIGHT COMPANY. a Washinhtcn corporation("Grantee"herein).for the purposes L:.rdnafter eat forth.a perpetual easement over.across and under the following dewsibsd real property (the "Property" herein) in King County. Wssitii+ton: • Block 16A of the Corrected Plat of Rentoh'Highlands No. 2 as recorded in Volume 57 of Plats, pages 92 to 98, inclusive. • Located in the Southwest quarter of Section 9, Township 23 North, Range 5 East, W.M., King County, Washington. B6/01/03 *1060 B RECD F 6.00 CRSHSL ****6.O0• • 55 - n KING COUNTY EXCISE TAX PAID _ JAN 3 1986 �� ri z rn • Et Q85I586 :i,+� t w n+ tp ATPEN' an Igrtr�':T SE'.OPS rt. co) FIL D Ffl RECORD AT REQUEST OF: T.• r y -.. Z := c. 0 1'I�J_I 1-',.r:'_.. S_G.... z�+ cm m BELLEVUE,\' $—H7.GTON S8009 i Except as may be otherwise set forth herein Grantee's rights shall be exercised upon that portion of the Property (the"Right of Way"herein)described as follows: A right of way ten (10) feet in width having five (5) feet of such width on each side of the centerlines described as follows: 1. Beginning at a point of intersection of the Westerly exten- sion of Northerly margin of N.E. 7th Place and the Westerly margin of Monroe Avenue N.E.; thence Westerly a distance of 16 feet to the terminus of this centerline description. • 2. Beginning at a point of intersection of the Westerly extension of the South margin of N.E. 6th place and the Westerly margin of Monroe Avenue N.E.; thence Westerly a distance of 35 feet to the terminus of this centerline description. • 1 3. Commencing- at the point of intersection of the westerly extension of the northerly margin of N.E. 6th Street and the westerly margin of Monroe Avenue N.E.; thence southerly along said westerly margin a distance of 18 feet to the TRUE POINT OF BEGINNING; thence southwesterly a distance of 70 feet to a point 40 feet south of said westerly extension of the northerly margin of N.E. 6th Street - and to the terminus of said centerline description. • • 1. Purpose. Grantee shall have the right to construct.melanin.repair.replace and enlarge guy wires and anchors and 3 poles over.on and/or under the Right of Way together with all necessary or convenient appurtenances thereto. i Aooess.Grants*shall have the right el aeons to the Right of Way over end across the Property to enable Grantee to nerd's in rights hereunder.provided.that Grantee shall compensate Grantor for any damap to the Property caused by the exercise of said right of accem R-2223 KJ-3q B130419 235-33, 34, 35, 36 • Parcel twit sae peon • inoo ��. . l �4 i al n'` )• DO �isient 3. G�, dJ !! a�Creator reserves t}ss right to use the Right d Way for any purpose n • b herein wanted.provided.that Grantor shall not construct or maintain any building or other structure on with the of written f- the Right of Way and Grantor shall do no blasting within 000 feet of Grantee's!Unities without Grantees prior i consent • 4.Suooesscrs and Arneson The rights and obligations of the partie s shall inure to the benefit of and be binding aeon • their respective successors and snips. DATEDthis 9th day. of December .1p 85 GRANTOR KING COUNTY SCHOOL DISTRICT NO. 403, a munic '-1 co •ra ion: BrIf./ )/Pk . / Y r, . .s ,• ,'s • uperintendent . By: . • Cmum cr (/ ') ss: v —, tI .'.i.:i XOn this._ Nip t �.th�� of . December , 1985 , before ne the tsxiersiyned, a ntstary puf5iic in and for the State of Washington,duly commis' si+oned and sworn, person lly appeared Gary F. Kohlwes to me known to be the Superintendent of the immicipal corporation that executed the foregoing instrument and acknowledged the saus..to be the free and voluntary act and deed of said municipal corporation, for the Apes and purposes therein n ntioned, and on oath stated that he is authorized to execute the said irtstrumnt. WITNESS my hand and official seal hereto affixed the day and year. in this ? 'cc`,.4%ON�fi�'G �..+ • `. e.i�pZAltr_0 tit% r i.rl\f..�,r .9O v 444.,/� �• ♦ is ut and for taste of � �yt..0. 0''f Washington, residing at RE rON Assistant City Attorney 1 -' ' iEWE- GRADE RELEASE c m March 4 - 1;U , ....3 C. Renton Vocational Technical Institute ;^ Additions and Modernization • ,• Automotive' Technology t -( t71 Attached Legal Description 86/03/12 M0996 D RECO F 6.00 CRSHSL ****6.00 • 55 • salt: property situated in King County. Washington; for and in consideration of a • ►:ermit to construct a side sewer to connect these premises to the City Sewer Main at less than minimum grade of 2% according to City of Renton Ordinance 1552 and as amended by Ordinance 1727 � do hereby agree to indemnify and save harmless the City of Renton from all future ' N damages resulting from such connection. O THIS AGREEMENT shall be a covenant running with the land and shall be binding c • co upon all parties and their heirs and assigns forever. IN WI WEHR��' I •ave hereunto set my hand and seal a d�� '� rst move written. �.��_/ (SEAL) (SEAL) Superin dent • c •.1- (SEAL) (SEAL) STATE OF WASHINGTON ) ss i COUNTY OF KING ) On this 4th day of March . 1986 . personally appeared before me to known to be the individual described in and who executed the within instru- ment end acknowledge that he signed and sealed the same as his • free and voluntary act and deed for the uses and purposes therein mentioned. • IN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day i and year In this certificate first Ebove written. i 1 . . '�' fliary 1 Lltate� tary Public n a for State of CORPORATE FORM: Washington. residing at R nton STATE OF WASHINGTON ) SS COUNTY OF KING On this day of . 19 . before me personally appeared to me known to be the . of the corporation that executed the within instrument. and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned. and each on oath stated that he was authorized to execute said instrument and that the seal affixed is the } . corporate.seal of said corporation. i FERED FOR RECORD AT MET OF • Notary Public in and for the State of ;. ORM llt£C!R MS Washington, residing at Renton MA III ite . 4.,., 3 g 1, . . . ' -.'•-•::.:•:•:- . . . , • . --:,...!1 it :?;:..- •, •3.':i..; . . . •'; •;;;i4ii, . !! k.t'..-',.....•. 1:,....• . .., ,.-A r' . .........—. ... 1 0.01' OW 4.4.C•glip../...0 . ,•.... i _. __ _. _ . 0..--e.•..34. .Ik Monroe venue • ._.. • ___ _ .I- . ___.. ... . _ ... .. _ _ . ...___. -- ._...._ .1 1 . ee . PA4 Ae JCtosT.0 7loin 2342/0 - ---......1 - 4 • 1 ---- ••• ..... Milliallna •• . Hi . - • . : .... -. ...-.........____ C . ' . i s . • .... I r-_, ...4. . . 1-1 r- c, i . I • .-. .. .. •. . . • .•••• ............... ..- - 1 • i . II . li kj . 1 1:1;.- trt 4, • . 1 h• ‘ '11 . C.i.". _._ . - i., . ,,.....,,,, ",, . ,5_7„.6.,,„ :_ _ _ _ — — — — „,. i , . ,: s$ • __ _ _ . ,‘ . • , , i• . . .._.„.._:fr-,e, F.0.-Iewre4, I •. .. , .a e.•,'..f : __., ' : I G. .... .• 'i. !ki .. I I. • .• _ I . / ••:' 1 k IT - . • I . ..• ... ..:.: ... .....• . I : : s I i • , . . 1 . . ... .. . . - • ii‘i tit° I..r., , I kik' I' •-•-. • . • .--.... 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Cr"os v ces2.80 Eu.ti�i6�Q/o �r'mod 6? / �aat LS.t�� f / � �-L2'.80.0 y1170s. ooa•A°yt ba9/ /s.nr fo of" rya ate, of ye»f O/L 01` �rb�_££ is68 U,I-,tw u•yw (,‘,.°f srT/�' r.pin�o.Dr 64 o/to _7 .L? .o yf-'oV »4/ayf ' / �o .Ds Jo Av///c-�.+, sy74 o,e ��"''f /4 OJ' .Iron i'E`.�E`./a y/,7o,s aA/ p•vr�p O� y"'5' fo ..w..o, >[r7ot.figoor oy f fo yf.io/y /. ,' j- a-/ ri fa..od y?.y,.r 'de,/ y.o/FI A.tas fo a"/ fryer oyf a.0 faiiod y 7' sc.••.tied/gas� :raw//o} raPo�.i�r ai oj.yr� '�ia now 6 �.i'aw.res/.. 9S f o s' / �6 a6ad fo Ls` acc.njon ... ,o,P�o»i /e/d oai 4...P�o, 'o/V c'pt.a/• y6i/�,'' ' c'/».i�o0 /a.i.'J` ..Z. A,gy n "..D$/Ptib evw r?-'r'/fa fnyy / »� � : d.: • •_. a yew FOR RECORD !_T BZQUEST OF; W-Z2S"' • .e� oiorrxatno :cned.I n6;• IYilUttiS /1 iChaS•iaurc..o. ADC. soinft �ewala La s$AL 4. THIS !OSTtiOW, stado thle of �.)y,.�7�; blr 1/114 betl+sen �LMf.�1oe Seh MlLrail IIfl`end„ r1t.r_n£ !4wnfrm — a'jd F--7iA6 M^- M1 JAIE aM RECP r• 6.00 _ . - . end . hereinafter called'"irantor(s)", and the CITY Of RENTON, a Municipal Corperatloo of King County, Washington, hsreinofter cared "Grantee". EiITMEfft:TM: / 0p • That said Grastor(s). for and in consideration of the sus of $ .. . •- •... _paid Sy Grantee, end other va!esabia -er!IMratiop.,io.W_ . ; these prissnts, grant, bargain, sell, convey, and warrant unto the said Grouse. Ito successors and assigns, an easement for public utilities (including water and sower) with necessary appurtenances over. through. across and upon the following described property Is King County, Washington, more particularly dsscribe4 as follars: . • All that portion of Blocks 16A and 18 and of vacated "L" Street, Corrected Plat, Renton Highlands No. 2, according to the plat thereof NArecorded in volume 57 of Plats, pages 92 to 98 inclusive, records of d' King County, Washington, lying within seven strips of land fifteen feet in width, being 7.5 feet on each side.of the seven following described oe centerlines: CO Commencing at the monument at the centreline intersection of NKirkland Avenue N.E. with N.E. Seventh Street; thence B 3" 10' 49• E along said centreline of Kirkland Avenue N.E. 319.70 feet to CO , a monument marking the centreline of N.E. Jefferson Street; thence S 0• 29' 23" E along said centreline of Kirkland Avenue N.L. • 110.00 feet; thence N 89° 30' 37" E 30.00 feet to the east margin of Kirkland Avenue N.E. and the True Point of Beginning; thence continuing N 89° 30' 37" E 230.00 feet to a point hereinafter referred to as point "A"; thence continuing N 89. 30' 37" E 22.50 • feet to a point hereinafter referred to as point "B"; thence continuing N 89e 30' 37" E 18.46 feet; thence S 45. 29' 23" B • 85.62 feet; thence S 0• .29' 23" E 161.92 feet to a point hereinafter referred to as point "C"; thence continuing S 0. 29' • 23".E 23.s.48 feet to a point hereinafter referred to as point "D"; .thence N 89• 49' 13" E 20.92 feet to a point hereinafter referred .to as point "E"; thence'continuing N 89• 49' 13" E 146.00 feet to . a point hereinafter referred to as point "P'; thence continuing • N 89. 49' 13" E 7.17 feet to the west margin of Monroe Avenue N.E. and the easterly terminus of this centerline; • AT.!( beginner _t aeeeeaai 'r,{nt ■ " ..A Beer;=n-r efion..io a ee ee' 23" E 47 feet to the southerly terminus of this centreline; I ALSO, beginning at aforesaid point "B" and running thence N 0• 29' 23" W. 17.5 feet to the northerly terminus of.this centreline; ej • ALSO, beginning at aforesaid point "C" and running thence N 89"30' Lis; 4 37" E 19.5 feet to the easterly terminus of this centreline;N ' 1"'e' ALSO, beginning at aforesaid point "D" and running thence S 0. 29' • e-L , 23' E 52.5 feet to the southerly terminus of this centreline; . tee . .• , 3 ALSO, beginning at aforesaid point "E" and running thence S 0. 10' 47" E 15 feet to the southerly terminus of this centreline; j fl ALSO, beginning at aforesaid point "P" and running thence N 0• 10' • 47" W 15 feet to the northerly terminus of• this centerline; i Situate e pee of Renton, County of King, State of Washington. • d.q+ .`-� 1 /i•I 3a-'a/7- a. I. 1 /� ,y ,_-`_ . • i dr.w,'7 # o fti.w.r LA •�'_ • _...- -. __. ___._... .a /' 8 c Said heretofore mentioned grantee, its successors or assigns, Sinll'have .the right, without prior notice or proceeding at law. at such tines is Way be ....-A7. Necessary to enter upon said above described property for the purpose of construct- ing, Maintaining, repairing, slterinq or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining. repairing, altering or reconstruction of said utilities shall be accomplished in such a garner that the private.i rov will in the right(s)-of-way shall not be disturbed or . damaged, they replaced in as good a cor:ditIon as they were inaedtately before the property was entered upon by the Grantee. The Grantor shell fully use and enjoy the aforedescrtbed premises, including -the right to retain the right to use the surface of said right-of-way if-such use . does not interfere pith installation and maintenance of the utilities. However, the grantor shall not erect buildings or structt :s over, under or across the • right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors. heirs and assigns. Grantors covenant that they • are the lawful owners of the above properties and that they have a good and lawful • ri to execute this agreement. , I �04 and and ' and and N . OD • � STATE OF WASHINGTON , O tip COUNTY OF KING . _ SS j O N . I, the undersigniA, 1 notary public in and for the State of Washirl;'.on. hereby ' m certify that on this alkay of bind/ 19 j7 per..;aelly appeared ' before me and f, biAliges ; . and S and . • and , . to me known to be individuals) described . in and who executed the foregoing instrument. and acknowledged that h� . • • on«t ;n4 :.peed the same :• •___ .1 /�..�.. 1 116Z ui1Y fO.Uri�ir •1.• ihu illtiu ID1 W Wits Ina puryses therein. sentioned. V , .1 . • • �,_= a A t c.- -J 5!1 . g• • - Notary ubi tX ari for th Washington, residing at . i • . ; . • I • r • . • . I...-) R 1 1 Ni I i\II .:'AA L . . • • • . sti 1.10Fir • EASI.:MEN1 FOR 1'N1)13+.fl ROI'ND Ei.FfIf R IC SYSTEN i • Ar=4,M4F01 For and in consideration oi. One Dollar ($1.00) and other valu'ble consideration, the rec.eipt of which is hereby Acknowledged, RENTON SCHOOL DISTRICT NO. 403, a municipal corporation . ._ .. ......... ... . _._._ __ -• -- - • - - — • _ .. 1"Gtantor- hereinl.grants. c.invrys and warrants to Pl'CET SO111.:1) POWER it 1.1(111f 11(:MI"NY. a Washington rnr- pneation ("Grantee"herein!,for the purtin,es herein/tiler gel forth a perpetual easemeni wirier.tierieta and over the fol- . lowing te...rifted real property(the"Prupert)"herein).1(1..n5___...._... ..... C.amre) Washingtrin. • • Blocks 19 and 20 of the COvrected Plat of Renton Highlands No. 2 as recorded in Volume 57 of Plats, on pages 92 to 98 inclusive, • • records of King County, Washington. • • vl 0) TOGETHER WITH that portion of vacated "L" Street adjoining said t r. premises which upon vacation reverted to said premises by operation , CD of law. . , • .4 Being a portion of the Southwest quarter of Section 9, Township 23 • • GO North, Range 5 East, W.N., •. CZ 6:%,.. EXCISE T.A1X,NOT REQUIRED .•. l'.. . ‘.:•:....i CO King Co. Records Dikk•::1 i •• • • .. • • • • ... • •,` • • - .. i ' • - Kemp!as may be otherwise set forth herein Grantee's rights shall be exercised upon that portion of the Property(the"Rf.ght- -- •' 1 ;. •t of Way"herein)described as follows:• . .. - • t . . A Right-of-Way 1S feet in width haying_145 feet of such width on each side of a center- . 4 . \ . line described as follows: Commencing at the intersection of the South property line of Block . : 20 and the West margin of 12tth F.venue S.E.; thence West along said 1 . . South prorerty line a distance of 393 feet and the TRUE POINT OF • , • • BEGINNING of this centerline description; thence Northerly a - ' . ! distance of 300 feet;and.the terminus of this centerline description. .. - i • -„,,,,;1. -12:„.„-.1."..t.. • . . . . . .. ,.... 1. . Evi'.-0E.;••••17 *0791 D i -•••• ' RE CD.F. ..- 6.00 : -.:.:'•-:- :'•:",-,., . .• . . CP SI-I.i"..L. • ••- • ***-*6.DO•• •...• • . ; . . • . ....- • • • • L Purpose.Grantee shall have the right to construct,operate.maintain,repair.replace and enlarge an underground electric • transmission and/or distribution system upon and under the Right-of-Way together with all necessary or convenient rip- ; purienans therefor,whir!!may include but are not limited to the follc.tving.underground,:oriduits,cables.ccmmunication . lines:vault:: manholes.switches.end transformers:and semi-buried or ground mounted facilities.Following the initial con- • . . straction of its facilities.Grantee ma) from time to time construct .,cch acidition21 facilii;er zr o'nay erliiir..- -' . \ 2.Access.Grantee shall have the right of access to the Right-of-Way over and across the Property to enable Grantee to exer- cise its rights hereender,provided,that Grantee shall compensate Grantor for any damage to the Property caused by the exer- - .• cise of said right cf access. . . 1 • L Obstructions;Landscaping.Grantee may from time tc time remove trees,bushes,or other obstrections within the Right- . • .. ' ,-, ! - •.' of-Way and may level and grade the Right-of-Way to the extent reasonchly necessar.,to carry out the purposes set forth in. .. . pht hereof.provided,that following any such work.Grantee shall,to the extent reasonably practicable,restore the •-• ...,,,::::. ',..:•:.--'•-t • • =tg-raof-Way to the condition it was immediately prior to sech U'Ork.Following the installation of Grantee's underground :.:;--;-'.4::.3e:;',. facilities.Grentor may undertake any ordinary improvements to the landscaping of the kight-of-Way.provided that no tremor. r.•::-..1, other plants shall be placed.thernon which wnuld be unreasonably expensive or impractical fur Grantee to remove and ' restore.-: • •• ••••14:-....:'",4;?..e.ex.:'-t.:.,.'.•••..",; .':.-::.. r . . 4. Grantee's Use of Ried-ot-WaY.'Grantor reserves the right to use the Right-of-Way for ary purpose not inconsistent with dm rights herein granted'.provided:that Grantor shall not consiruLt or maintain sic,building or other structuse on the R iglii- of-1111cy which would interfete with the exercise of the rights herein granted:that no digging.tunneling or other form of mu- . struction activity shell be done on the Property which would disturb the compaction or unearth Grantee's facilities on the . Right-of-Way.or endanger the lateral support to said facilities;and that no blasting shall be done within 25feet of the Right-of-Way. . • ;eijilg . . .. . . .i. .. B.Indsonnity.By!accepting and this easement.Grantee agrees to Indemnify and held harmless Grantor:nom any - and all claims for injuries and/or damages suffered by any person which may be caused by the Grantee's mien:tee of the rights...'7„:,.:•: y7:.•?:;::..,7'. herein granted;provided.that Grantee shali not be nnponsible to Grantor for any injuries andior damages to any pert= •..: '. .E.'::..'..: .• i .' ' mused by acts or ontistiloas of•Grantar;;';.Y:•••••'. . . . • •-. ; 7:, • • . • . • , - .•::,..: t.,...f.--'•..".'7.."'..:..' .r. • - 1 . S.Abandonment.The right;herein granted shall continue Until such lim,as Grantee ceases to use the Right-of-Way for a r. . ._ period of five Misuccessive years.In which event this ea.erneni shall terminate and all lives hereunder shall revert to Gran- -. . tor.provided that no abandonment shalt be deemed to have occurred by reason of Grantee's failure to initially install its • .. - ,. . . facilities on the Right-of-Way within any period of time from the date hereof. . • 7. Successors and Assigns.The rights ant:obligations of the parties shall inure;o the benefit of and be binding upon their f respective successors and assigns..: .:.'.1‘.1',.:• •'': i - R-2500 • • • •;-;•••...':.• FILED FOR RECORD AT REQUEST OP . . . ..... f • ••' ..--- KJ-AC003puGET eowc.R: ' ' • 8705446 235-35 REAL ESTATE DIVISION • .:...3:-..,...r..1. '. ' • . • /71I3 37 1•Pti . PUGET POVVER BLDG. • ATTN: DICK DOWNS BELLEvuL wAsHINGToN culf)^13 • • -.--•• I .1.! ... , • • . • .P7 • ' cii:: ON SCri!,X)L .1)_TRICT NO.•-!153,_-E_.._ . :min?ci f-a core , t y5r NY: /f e) x., -J t+1 T -y G r 1 __ STATE OF � ) . •„ * N ) RS. - 4 !' 4. CCU rr or' KING- ) - • L On this ��' _`day of ��4 r , 19�. befo�e rre . the �dersignecd, a notary public in and o the ton: duly currris- State of Washing • Osioned and sr.orn, personally appeared 6o tYog/v�,� •• to ne known to be the <4oer. ,./e.„___, of the mu nicipal nicipal corporation that e' the foregoing l.nst�-went and ack:yowledged the O same to to the free and vo7_:statiy act and deed of said municipal corporation, for r- the uses and purroreS therein ax ntioned, and on oath stated that___he is • Z ` authorized to execute the said ifstsunent. • . WITSicSS my hand and official Teal hereto affixed the day and year is this icertificate above writ ...-. ' - • s-�i l;g0� w.+ �-s ) i •s ��.i -s-1,`e•• Not.ry it 3. State O L. is t� ...... • :e�a�0 ,, : Washington, residing at ' '6 `'a` ''* ' My commission expires /4 /S/--90 X. • • .. UTILITIES /I EASEMENT • THIS INSTRUMENT, ma'4e this 23 day of September 19 88 ; by and betweenRenton School Dist./403 and City of Renton • and • • and • and • hereinafter called "Grantor(s)". and the CITY OF RENTON, a Municipal Corporation of King County, Washington. hereinafter called "Grantee". WITNESSETH: • That said Grantor(s), for and In consideration of the sum of $1.00 _ paid by, Grantee, and other valuable consideration, do by these presents, grant. bargain, sell/. convey. and warrant unto the said Grantee, Its successors and assigns. an easement for public utilities (including water and sower) with necessary appurtenances over, through. across and upon the following described property In King County, Washington. mere particularly described as follows: All that portion of Blocks 16A and 18 and of vacated "L" Street, Corrected Plat; Renton Highlands No. 2, according .to the plat thereof recorded in volume 57 of Plats, pages 92 to,'98 inclusive, records of King County, shington, lying within a strip of land fifteen feet in width, being 7.5 et on each side of the following described centerline: Commencing at the monument at the centreline intersection of Kirkland Avenue N.E. with N.E. Seventh Street; thence S 3° 10' 49" E along Cat said centreline of Kirkland Avenue N.E. 319.70 feet to a monument marking th" centreline of N.E. Jefferson Street; thence S 0° 29' 23" E along said centreline of Kirkland Avenue N-E. 110.00 OD feet; then•^ N 89° 30' 37" E 300.96 feet; thence S 45° 29' 23" OD E 85.62 feu; ; thence S 0° 29' 23" E 398.00 feet to the True Point of Beginning; thence continuing S 0° 29' 23" E 33.10 feet; thence S 36° 00' 00" E 99.50 feet; thence S 00° 29' 23" E 326.50 feet; thence S 44° 30' 37" W 84.16 feet to the north margin of that 60 foot wide easement as described under King County Auditors File No. 5410649 and the terminus of this centreline description; Situate in the City of Renton, County of King, State of Washington_ • • • 1....:,:;;• .... . ^1.7 c=2 .� n au + H FILED FOR RECORD AT REQUEST OFa. OFFICE OF THEW CITY M UE/1-I -n eta AENTON MWfCIPAI B(DG. 2 MILL AYE SO. RENTON,WA 9805 80— 'g.,_ l� • • • • • I 1 • Said heretofore mentioned grantee, its successors or assigns. shall have ' the right. without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities. or making any connections therewith. without incurring any legal obligations or liability '. therefore. provided, that such construction, maintaining. repairing. altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-of-way shall not be disturbed or damaged. they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy thi3,aforedescribed premises. including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over.. under or across the right-of-way during the existence of such utilities. This easement. shall be a covenant running with the land and shall be binding - on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the a ful ow •rs the above properties and that they have a good and lawful right xecut ement. and and and O and O • eq CORPORATE FORM: OD STATE OF 464..11.1 ) SS 2 COUNTY OF . ) On this caOz� day of � Fe before 19Fbefore me. the undersigned. a Notary Public in and for the St to of A4; ,6-Z., duly commissioned and sworn personally appeared Gary F. .Eohiwes and to me known to be the • ems..-n:.-6.••e- and . respectively. of 5�,. m�.4..6're 0:' -V' the corporation that executed the fore- going instrument. and 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 .d authorized to execute the said in•trument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. • i /LGC.cGtrs. otN ary�c� and for the Slate f • — l.5 , //h4-.6.;w7pc-- . residing at . i • •*FD= P8-- 13 UEj2-2 b • . • _ I • 0 • • • • • • • l i�r• ..iit )11 j WIIEN RECORDED RETURN TO: .,, �• Oftkce of the City Clerk[ Renton the City Building Utilities rroicct rue a LS/-204 I • m '••l' �� = 200 Mill Avenue South 1 i;-v1' �� Renton,WA 98055 EASEMENT Parcel Tar Account rs 1z3 t7_Qrov b ''.};: Grantor(s)Name=P_,ze_TJ�u i_.f a' rift' . RTS,:Q S icg o_ al • THIS INSTRUMENT,made this 23 day of Marrh 19 92 'ir pr M . ;•:Ls. e by and between Dr_ Robert C_ rRnhPrtc and T �';: Ir+dc prN.or Type Gnwo.tq n.we(.)i g it � • �1— Pontnn Tor hp.j=a1 rallpgr. and , ! • spa and �'�! o and ..t..r is�i! ;.. hereinafter called•GrantoKe),"and the CITY OT RENTOI�I a Municipal Corporation p rpontion of King Count i "r' Y, t. Washington,hereinafter called•Grantee.' r .• c= ` • That said Grantor(s),for and in consideration of the sum of S •1_OD tri'u 4'"•f:=_ • ,,, • paid by Grantee;and other valuable consideration,receipt of which Is hereby acknowledged,do by . �+; ' =i=.. I these presents,grant,bargain,sell,convey,and warrants unto the said Grantee,its successors and :;:;r•.. -'o assigns,an casement for public utilities(including water and sewer)with necessary appurtenances over, `:'' 2 La t through,across and upon the following described property(the right-of-way)in King County, '.!( ac Washington,more particularly described as follows: ,.�x., >• CTCX:) * Exhibit A j l i �O * Exhibit B 1;; ' co , art•^ • a ; • • �ar, • • 1,•r • ••1 1 i• ft.: is• 1:: Utilities liSement anrto%m tte,(t 1. Sheet i of 2 yi .r�,.,,r ....,:M.t.t,�,,t,th u,.ci - 4- Al c:1/0000 8,ss�l ay.9-9, /14- rr""` F 'N"'"` I rt 0 WO ii i ± . For the purpose of constructing,rcconsttucting,installing,repairing,replacing,enlarging,operating and S. maintaining utilities and utility pipelines,including,but not limited to,water,sewer and storm drainage c lines,together with the right of ingress and egress thereto without prior institution of any suit or • -) proceedings of law and without incurring any legal obligation or liability therefore. Following the initial • = construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement Is granted subject to the following terms and conditions: I. The Grantee shall,upon completion of any work within the property covered by the casement, restore the surface of the casement,and any private improvements disturbed or destroyed during w execution of the work,as nearly as practicable to the condition they were in immediately before ; = commencement of the work or entry by the Grantee. -i .,c.a • i c ? 2. Grantor shall retain the right to use the surface of the casement as long as such use does not -,..., i interfere with the casement rights granted to the Grantee. Grantor shall not, however,have the right to: u_ ;'i a. Erect or maintain any buildings or structures within the casement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or . interfere with the utilities to be placed within the casement by the Grantee;or • c ti C. Develop,landscape,or beautify the casement area in any way which would unreasonably =c I CC increase the costs to the Grantee of restoring the casement area and any private improvements therein. _ D, C d. No digging, tunneling,or other form of construction activities shall be done on the property P- ( which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the s te-. tV lateral support facilities. >It'; �O c. No blasting shall be done within fifteen(15)feet of the right-of-way. •'• ' a . ('N..i to i Cr) This casement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they arc the lawful owners of the above • properties and that they have a good and lawful right to execute this agreement. t Sisnatur s of Grantors: i; - `. < �� • President and • , and •. and .• c • and , • REPRESENTATIVE FORM OF ACKNOWLEDGEMENT STATE OF WASHINGTON ) . ) SS ' . COUNTY OF KING ) - I certify that I know or have satisfactory evidence that Rnhprt- C Rnharta and •' signed this instrument,on oath stated that he/she/they was/were authorized to execute the instruincin and acknowledged it as the prPsi'lent and ,of • IIPntnn TPrhniral Cnl1pap to be the free and voluntary act of such party/parties for the uses and • i purposes mentioned in thee;t M cnt. ' Dated g ,' e•••4 ep _ l i ` - / �` l` • �° iV0T�1PY `'r x, ):'l l% y�G• /( r' .f i c < /�t_J • Notary Public in and for the State r% = i Ni PUBLIC p of Washington residing at 3'-''i 7 i,: . ik J•.irk',f ' :; • :Vj� e-al-95 \c4'% My appointment expires: cl••'f/ •• '�' �o� W A5 i t lti lilies t .cment • ::i .r,/i Slice)2 of 2 tr - Corporate Form l l ,nvn : , vnemmunn ln rl.l•l/.alA+l,' .r tr/ 0 • En .1 . I • • HEBRANK . . t �� AlbertJ.H .S ehrank.! I '•' = Jun I'. Warren.PIS __ ASSOCIATES Professional Surveyors 0 Central Building.Suite 355.810-3rd Avenue O Seattle.WA 98141 0 (206)-447-1729 r•; 15 May 1991 •'• 1.4 _ File No. 91024 - W .:• ns , , EXHIBIT A I I::,: --' 1' An easement for water line purposes under, over, across and .�' -.W through all that portion of Block 16A and vacated Fifth Avenue �' urT- North in Corrected Plat of Renton Highlands No. 2, according to ` ? L � •1 plat thereof recorded in Volume 57 of Plats, 'pages 92 to 9B L , =. • inclusive, records of King County, Washington, lying within' a 30 pr _p :I foot wide strip of land which is 15 feet on each side of the 11' centerline of a 10" water line, which centerline begins at a r ` 14 =4 P� point on the westerly fine of Monroe Avenue N.E. lying North 0' =f =c 10' 47" West 823.46 feet from the southeast corner of Block 2C, l'` said Corrected Plat of Renton Highlands No. 2 and runs thence I'7 3-~ it cc North t37' 50' 51" West '177.86 feet to the westerly terminus of '•`ij SH O7 this 30 root wide easement at a point hereinafter referred to as. �` point "A"; -al . mow : I.n =in ', (N....F TOGETHER WITH an easement for water line purposes under, over, LJ") across and through all - that portion of Block 16A, Block 19, Block-' ►. �O 20, vacated Fifth Avenue North, and vacated "L" Street. all in i.,'� Q7 Corrected Plat of Renton Highlands No. 2', according to plat L-. thereof recorded in Volume 57, of Plats, pages 92 to 93 inclusive, ' 11 - records of King County, Washington, lying within a 15 foot wide ' • Ar 1 strip of land which is 7.5 feet on each side . of a centerline y ,_ described as follows: • Beginning at a point lying North 2' 09' 09" East 2.50 feet � - from aforedescribcd point "A" ; thence North 87' 50' 51" West 17.96 feet; thence. North' 45' 00' 00" West 11.79 feet; thence WEST 204.5 feet to a point hereinafter referred to as I point "B"; thence continuing WEST 40.5 feet to a point • hereinafter referred to as point "C"; thence continuing WEST 54.00 feet to the westerly terminus of this 15 foot o wide easement at a point on the westerly line of aforesaid Block '19 lying North 0° 29' West 107.36 . feet from the 1� northerly end of a .251. 11 foot'radius curve in said westerly �i line; I 0 ALSO, a fifteen idot wide easement being 7 .5 feet on each I' side of a centerline which run,: NORTH from aforesaid pt is "B" a distance of 24.5 feet; ,r^"'•- J!aM'r�''' r• f c' '41/.... !1 ALSO a thirty foot .I.-JICIO ••atikmnnt being •• , d 15.0 feet on each side of centreline ,, ,: j;.which run• SOUTH.-from aforesaid point "C" Q", �(a distanr_e of '2.5 fret; r : ' k ii: . , Inge 1 of 2• I ` �r ., • . , ci.vs...4.0, , ,: LAW:. r�c.,,� ' /1 d.T 7/ a • Meini•cr,"I I.md Kur%or"r.A,,..:rari.m II N'a.h.n;Ion.Nairunal S..I,tv.•I I' , .d i•rm.y..r,.American Congres.an,Irtry yen;and SI.rppmj; a:.., .l. ,,T'•1 J , •. +• .,•-,- a 1r'.,.` 25 .k- 1 0 4 . 0 . f . ttt�t..- • • :••S TOGETHER WITH an easement for water line purposes under, over. across and through all that portion of Block. 16A, clock 19. Block ` 20. vacated Fifth Avenue :forth. and vacated "L" Street. all in •^. Corrected Plat of Renton Highlands No. 2. according to plat thereof recorded in Volume 57 or Plats, pages 92 tc "8 inclusive. records of King County. Wasnington. lying within a 15 foot twits c strip of land which is 7.5 'rat on each side of a centreline r'; described as follows: !: e _ il; .'.,+� Commencing .at a Monument in case in the centerline of ' 11 +=i r Kirkland Avenue N.E. marking:, the northeasterly terminus of a ! CA 1= •if curve In said street navinn a r cius of 221.11 feet, said In -ig 1 monument in case lying aggro,:imately 750faet north of the LS .� ' centerline of S.E. 128th Street. and from which terminus of 1:r• j= curve the tangent centerline of Kirkland Avenue N.E. bears - F, North 0" 29' 23" West; thence southwesterly along the arc is. 24. 0 of said curve an arc distance of 48.42 feet through a }: -r a- central .angle of 12' 72• - " ; thence North 88' 30' O0" East ••' i � ' 30.75 feet to tr.e westerly line of iior'-?said Block 19 ar.g • ¢ the True Point or ISeoinninq; thence continuing North 88" 1.4 =w 30' 00" East 222.25 feet: ':hence North 43' 20' 00" East e" r:7 .W 16.00 feet; 'thence North 1• 00' r:r':r" •West 4.00 feet to a r ; =6- :I CC point hereinafter reTerrr ' d to :ls GC1nL "G" : thence I.1 _cl • Q7 continuing, Worth .:',1• 10" west 119.76 feet to the CID northerly terminus or this centerline at the centerline of ti CIO the first 30 foot LJ ide easement aeom nt described nerrein; i; Jc I ALSO a ter' foot wipe ?asement being 5.00 feet on each sloe 0VI of a centi?r l ine ..,Mich runs north 09" oc)' • 00" East from I;i '► • Q aforecescrioeo ooinc "D" distance of 27.00 feet. i•T 7 l7 TOGETHER WITH an easement :er water :lne purposes under, over,. [R across and through all that portion Block 1:3A Inc racateo A. Fifth _Avenue North in Corrected Plat of Renton Highlands No. 2. •fi _.: according to plat therefore recorded in volume �.7 of plats. pages . ��� 92 to 98 inclusive, records of tng County, Washington. lying:: I•.q e within a 15 foot ,aide strip el l,:no, described as fellows; C� 5 Commencing at _t-e above aforesaid point ; thence South -1 ' 97! 59' 51" East a distance of 1 .7Z feet; thence. North _ O9' 09" East a distance 11 .29 feet to the centreline of an existing water line: thence North $-1" • :O. 37" East along said existing water line a ,:•.stance 3 .02 feet to the •-•ort:h line of a 60 foot wide easement. ..s Described under King County Audi tors f t to nunbcr 341.•1/249. to the true point of beginning: thence ccntin„inq North 14 7t:,' g`st,t along said a tistint; water -.tno . r:t:;t.n' c: ; _ feel; thence .;outn. I t. 45' 29'23nparallel East a •.li .,anr:_ -r --.- ' : ..hence gout' .t::• •:t I' :S7" Nest pa r.al tt:l withwith :a:.':, r?:.! ::Lntl Water line 4diS:distance 4 of 30 feet; thence North 4'',' 27 2 'ie' t i 'St_tAnc:? :if 15 ! feet to the truept�lot: ei h'.q£no nn . 'rN„rwr,•rga r f i M V‘EBRR Ii•of•. I :q • gage _ di _ i tt , S r .....7 __. 0 c4 0."At.. 4 i to(Jtoy _ .4a. •\• .. .;•0h' ••.-, .• ' ".•• ~i •a �':\ •.. . . ..._. • 2_5 max: 1 Ei . I • g • O .I MI '• f , e. HEBRANK +-i Albert J.Hebrank.PLS .t !1 i � AND .' • SSOCIATES y Professional Surveyors ❑ Central Building,Suite402 810-3rd Avenue ❑ Seattle.WA 98104 ❑ (206)-447-1729 i - ( . c • .1 EXHIBIT B 5w IA 9-2S—S r; x ;Y 1 - ::.4 WATER EASEMENT l; w Jjr •-2= i. U J 011 G .� • 11 -10= SCALE 11(tj c -y NORTH o 4f0 dis J ` 11 CO v _z p 0 : A' tti S 1- Le) ' q ••f, Cr)NN _'+ rr_ s • h 4.- '�o F C 2 Q w t7 _-s • .i T/-4 ,...ter a.s- t . • I 1 '-- _ N87'So•Jy`W 1 kn tll K N u P�o�t/O a V • .. t • .00 '1• N Q- . Hen•in Cane •\II• C '` n ` - tn .k Point 0 - 1 '1 N 1 O Z C 1 N¢9:.70'00•E /6.00 _ O . ti•o �. o o.7 ar �yL g J: 0.00"E .022.25- all -..i.CZ aE ao.•no.- • B/.e4 PO rl,/♦/tN Y:I . �Eg .tJ yt-} (----------. A • t1 %'-:.**Z.' -..* \ ,i u 1 ;: . li per . . ' @ 15 May 1991 1}', • LAA4 File No. 91024 3 llembt•r%at Lind Surveyors Araaxiation of Washington.National Society ut 1•ancssu•nal Surrtmet•rs.,Mtencan Congress on Surveying and Mapping .t . . r r • • ,'s . 1.�rl1tip h ' 4 t I named'/ Draracr froxittOrMolmt o 11Io200 fd • lA1mt/�)11�11 QUIT CLAIM DEED o • ~ L . KNOW ALL PERSONS BY THESE PRESENTS: That the Grantor, Renton • School District No. 403, for and in consideration of mutual benefits, conveys and quit claims to the State of Washington, o ' State Board for Community and Technical Colleges (Renton p Technical College), acting through, the Department of General r • •Administration, the following described real estate, and any • after-acquired interest therein, situated in King County, in the ; . i. 1 State of Washington: > a i • 'Blocks 16A, 17, 18, 19 and 20 of the Plat of Renton - 1 . • • Highlands No. 2, Renton, Washington, according to the a plat thereof, recorded in Volume 57 of Plata, pages ; • - 92 -98 Inclusive, Records of King County, Washington m / . 1/3subject to streets, roads, easements and right-of-way o . of record. h • ii By acceptance of this deed, the Grantee accepts the obligation ` p for performing any continuing or outstanding mitigation m ri conditions imposed on the Grantor by the City of Renton or any G other entitybyreason of anydevelopment of the herein conveyed •. t9 parcel of land, whether past, present, or future. This covenant 07 shall run with the land. • DATED this 18th day of June 993. O: Dr. r K a T - Superinten ent 1 3 Renton School District No. 403 • On behalf of the State of Washington, the undersigned accepts the ... above described property, this deed, and its conditions. v Awd /rYj`•/fn�-l-�`r+���J r// fdi '' ��//////A/ - q !�//�''�-VC J. Grant Fredericks Earl Ha e J. Deputy Director, Executive Director, tc. Ile Department of General State Board for Technical and Administration Community Colleges51 i. p , -1- • r� •.r • • I ( • 1 . 1 . • • ` • A 1 . • • STATE OF WASHINGTON ) , 1es. '. , County of King ) , )) • On this '•. a. day of 314,.. , 1993 before me i • personally appeared Dr. Gary Kohlwes and said person acknowledged i • • that he signed this instrument, and on oath stated that he was •, authorized to execute the instrument and acknowledged it as the S Superintendent of the Renton School District No. 403 to be the /r I free and voluntary act of such party for the uses and purposes mentioned in the instrument. In Witness Whereof I have hereunto set my hand and affixed - • .� my official seal the day and year first above written. • NOTARY PtIC in and for the1State , of Washington, residing at y re' My Commission expires: /i iy-91/ y ig STATE OF WASHINGTON ) )aa. County of 11R1�At1 1 1 vol On this trday of chi , 1993 before me - C personally appeared Grant Fredericks and said person(s) 5 acknowledged that he-signed this instrument, and on oath stated el that he was authorized to execute the instrument and acknowledged it as the Deputy Director of the Department of General • Administration to be the free and voluntary act of such party for • ' (: the uses and purposes mentioned in the instrument. 5 In Witness Whereof I have hereunto set my hand and affixed r my official seal the day and year first above written. • • NOTARY PU L C in, for the tate • 1 of Washing on, residing at i Hy Commission expires; -2- • • 1 ' • • `• . •w ` LE Q eltarw Alt ' "mei ,e iw Se4 a ski/cb STATE OF WASHINGTON. ) )sa. i . County of And I • • On thiaaii. day of 1,01 , 1993 before me 1 • • personally appeared Earl Ha and said person(s) acknowledged i .. - • that he signed this instrument, and on oath stated that he was - j ' authorized to execute the instrument and acknowledged it as the i Executive Director of the State Board for Technical and Community • Colleges to be the free and voluntary act of such party for the . • uses and purposes mentioned in the instrument. • • In Witness Whereof I have hereunto set my hand and affixed ` my official seal the day and year first above written. VOL 'NOT PUBLIC for the Sta a -. i of Washington, residing at � 1/3 My Commission expires: 47,f q of/ • . 0,4 p� C \ . Q! d L I . „3_ • 4E3°1 Renton Technical College DECLARATION OF RESTRICTIVE COVENANT Whereas,Renton Technical College and the following real property in the City of Renton,County of King, State of Washington described as Exhibit"A"attached heretb and incorporated herein by reference Whereas,the owners of said described property desire to impose the following restrictive covenants running with the land as to use. Now,therefore,the aforesaid owners hereby establish,grant and impose restrictions and covenants running with the land herein above described with respect to the use by itself and its successors and assigns as follows: RESTRICTIVE COVENANT The above mentioned 30.32 acre site referenced in Exhibit"A"and commonly known as the property at Northeast 4th Avenue between Monroe Avenue Northeast and Kirkland Avenue Northeast and Northeast 7th Avenue will only be used for uses normaland incidental to a state licensed public vocational or technical college. Other,non-vocational school/technical college related uses allowed in IL Zone,as determined by the Zoning Administrator,shall not be allowed without a conditional use permit or master site plan approval o All uses shall be subject to compliance with local,state or regional requirements pertaining to environmental CD protection,including but not limited to,air,noise and hazardous waste emissions. 1 DURATION cv These covenants shall run with the land as long as this site is in the IL Zone classification and the cx) surrounding neighborhood is zoned residential. rn Any violation of'breach of this restrictive covenant may be enforced by proper legal procedures in the r-- Superior Court of King County by either the City of Renton or any property owners adjoining subject pro rty who re versely affected by said breach. .State of Washington Jon Pozega County of King Vice President for rations I certify that I know or have satisfactory evidence that Jon Pozega is the person who appeared before me.and said =_ jaNN 0��1t person'acknowledged that he signed this instrument and S Qi; �gSlOry'•• Belt acknowledged it to be his free and voluntary.act for the NOT •' Gf� uses and purposes mentioned in the instrument -•r°• � Y A Z Dated:Ag —99 /°v8L1C (Signature) ItI .�•t-003.,.' Executive Assistant Ii ( VVD * ter— (Title) My appointment expires 9-I-03 3000 Northeast Fourth Street — Renton. WA 98056-4195 425-235.2352 — www renlon-lc etc edu ' e Exhibit A Renton Technical College Legal Description Blocks 16A, 17, 18, 19, and 20 of the Plat of Renton Highlands No. 2, Renton, Washington. according to the plat thereof, recorded in Volume 57 of Plats, pages 92 to 98 inclusive, Records of King County, Washington subject to streets, roads, easements and right-of-way of record, Owner • State of Washington, State Board for Community and Tcchnical Colleges on behalf of Renton Technical College Q' King County Assessor's,hccount Number Cd 722-7A0-7425 Cr) N I— C' O' 1 • La 'I --- 4%104 ir+ • — _i -7.:. --ir. — Ir- NE= . ,e I NEnl JBXH r . 51 , 7! ITefo •4 § - ) ,are 401 _ NE 7 _ sr_ o Ej •� '.. • ' ' I MIN • i NE �I® w��- t a 1111111111i V4111 OS,. 0 , . 1, ■ , minima-ALAI: ■ L. ! ; a ri 4 TH P . . '�� 1 i -- ___,-: „wig MI 1111 4.-1.- ; -•--_-_,-r-4:::,: , -7 Ili ri IP, - ' III v `I i , , 1 I - rr, • _ NM Ivi v# _ r, . 1 i.: ,, AS 4 viA* . _-_i ', . 1*** __,-, „„ -t<_-1,- .&ea t'i 7_ a • • S. i1 T �r- �.� � a - ri- -, MEM • 4TH 1.. J 1 4TH . : S~ W 2 a� 0 LONG RANGE PLANING ' LANDUSE ACTION FILE # 95-099,R . ♦ .e ♦ Don Giekson ,.�_ , L M,COni., n. vwl.Iki REZONES FILE # GR-5 „13 u �95 FROM P-1 TO IL 0 400 800 .... ■"'"'"..... .m.... REZONE SITE 1:4800 ------ CITY LIMITS • , ` ' TITON PLAT EDITS KING COUNTY, WA 06/12/96 PAGE 1 OF A. STATION! 61 TRANS8MERICA TITLE INPUT = MAP: P57/92 BLOCK: * MT=S PLAT NAME/MAP ID RECEP NO. FILEDATE ALT RENTON HIGHLANDS 2 CORRECT ' S 08-08-1956 SE --_ P57 92 --- 9 23N 5E 1 09/16/81 BLK 46 LT A NOW CDO HAR C56 52 2 11/18/80 BLK 6 LT 2 NOW . CDO THI C49 38 3 11/18/80 BLK 6 LT NOW CDO THI C49 35 4 10-19-83 TT 46B & LT C BK 46 NOW CDO OLY C65/96 5 11-04-86 LT 4 BK 26A NOW SPL 25-86 SPL 8611049001 17 -20 32 -33 35 08-08-1956 SE 39 -40 43 48 08-08-1956 SE 16A 35A ^ 46A 08-08-1956 SE 46.13 08-08-1956 SE 17 -20 32 -33 35 10-19-1983 BE 39 -40 43 48 10-19-1983 SE 16A 35A 46A-46C 10-19-1983 BE ' 1 1 -6 08-08-1956 BE 2 1 -8 08-08-1956 SE 3 1 -6 08-08-1956 BE 4 1 -6 08-08-1956 BE 5 A -C 08-08-1956 BE: 6 1 -4 08-08-1956 BE 6 1 .4 11-18-1980 BE 7 1 -4 08-08-1956 BE 8 1 -4 � _ 08-08-1956 BE 9 1 -4 08-08-1956 BE 10 1 -4 08-08-1956 BE 11 1 -4 � . 08-08-1956 BE 23 1 -7 08-08-1956 SE' 24 1 -12 08-08-1956 BE 25 1 -8 08nO8-1956 BE 266 4 -14 08-08-1956 BE 26A 5 -14' 11-04-1986 BE 26B 1 -3 08-08-1956 BE 28 1 -7 08-08-1956 BE / 29 1 -6 . 08-0871956 BE 41 1 -14 08-08-1956 BE 42 1 -13 A 08-08-1956 SF 44 1 8 - 08-08-1956 BE 45 1 18 - 08-08-1956 BE 46 1 -40 18A 08-08-1956 BE 46 1 -40 18A 09-16-1981 BE 46 1 -40 18e, 10-19-1983 BE 47 1 -14 08-08-1956 BE 50 1 -9 08-08-1956 BE . 51 1 -15 08-08-1956 SE END OF PLAT EDITS. ` \ ` ,•- • • .4 I 1 1 .I.'.. _ 0 .....- I--- - -___P_I&____ ___Lf_____57 i • - SC A L E• - I - _ _ I IN.•100 Fr I •°. 4 ell ----____ ..--- .......412._..4TER_SEC $ •io.ft.be .47:77.49,..triod...7...ghtt.*, II.°a° 7=7'7"......... 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Z • Y x W .�/� '•' alit i 4; ; fa.o .. r:o.,.�u Cde.0 /la a naa. fr,r«.a , • :. _ e J `� •! �• 1 : z it ! :1 q '•Z .i. 1tr Zi • . `•4 r `r•.•. `h v.° ,%� s.. sa'..-✓ ao,7,eo --�ohO z �� :7` Z, J ♦ G A. 7 k 7',4•r Z .oe , y • • r k , / ® •7iE�• T N.•ea'°rd V'L'r!'!r-, •.Jr r a ! sro,si t' 'k d�/tBso a•N�, HI ° ° glee,; I. : o. 4rwers »aa s.fro so yi„%c, r / ie•• ,� fJ is a 'v, r 4 ^I ,....• ii(OS `�` •7 rr t L� i 3 ..; r2 ti8 rr �t to .. -r •+A,�P �. I•• �• > • Sfi 1��%•n i- • °J ,/o oo `i se .• ,� 4.. II') •� 2 � fa+o r�4:..�-- G s.T /oo o Jo' a.i. _'�� _- + 'G .E J M v mif 9 t( An � ''•2�aT• � .'(P t c• 1... .� o`• v;3 v�?� , rc.o mr.o �-� pfO=yiD� ro,�. I Jr•(-f alp,••o. c 1 O. e ti 1 ti ^ ero • eJ.,,/i/J ro,.o +��f•Sa� �(�`I �'•I `I 1 t? r o+: S°}, me /e ;,r t Q; �:L. :� ((, .. ° : 15M1 ® 01 �2 r7 ' .:,'• r ICI .�\� .t I J I °u _ ? 'i` t r i p� I /e �r 9, •e of a. .t •• ... J i r .f-,r✓ .air,e - - r / . K- I . E ' ' 1 ". . S 1 • • 1VvA$• N • A(�1 - SCALE - — I • I IN. 'WO FT Us -I • J SHEET 4� a . . . - • 1: . :'.., -,. • 1..., - , .:. .,... '-, --. ._- - --:-..--.... ::-1.::.I.:•::.-:,_..',.......:1:,‘!_i.' .-.%::...'., -,...:,:..i.::..-. ...........:,:."...:-...1:.:.,:.: :..:-1:,..1.;....-..,'...:;.:"....;4.F....'.'..,i,s...'....-:::::--.:::.. • _! - •_��-ter- — - --.-- ___ .__ _._ ____ _�. _ ___ �_ �.— 1 • 1b —""----) • r �• i• �` � ,, �79a737 Deal R.9trn Apr 23-57/" . Apr 11-57 ft '�' Bit George Pallie, 'William J. Brink and Philip P. Malone #', ndividually and jointly ownrs of / k • • ,rt A. li - --,_Ridge Crest Div14 ,on No. 1, an add tothi Cityof Renton a Ireplat of blk 21 Renton Highland' No, plat :�• corrected • Sec9-23-5 Mt, } dohrby establish the f lg protective rstrna, coy and • co •ditiona andlimitations to wch theentire plat -shall be sub ,a asfis : r. ` Part B. No lot shall be . ° •• B-1. Land use and Building Type: used acept for residential purposes . •. No bldg shall be -;�',_ erected, altered, placed, or permited to remain on anylot other than one new, on sight, detached single family ing not to exceed' one and one-half stories in height.'and a private garage for not more than 4 z cares. B-2. Architectural ,Control. No bldg or other structure'. shall beereeted or the erotth��oP begun shallnhave premises lst until theplans and specifications presented toand approved in writing by the pty owners hrin • referred to, as to outward appearances and designs. --- - (con et ) . re (mat down tomorrow - = - - - —— _ --.r---- v .. :h..: .< . .. -• - ...-.• .'?-4'. .4`,•• �l' . _. _ %' j•t �:t?C .tie"` . , ( . 4790/37-2- • r: Qualityand Size. No ddwelling i . B-3. Dwelling Costs, less � . shall be permitted on any lot at a oneost coatsf levels prevailing , �, ,���. . - exclusive of land .costs, based up • -- on the date these covenofnttheEoovenante eto assurenthateall ; �� ' intention and purposes •_ _ dwellings shall be of a quality of won rkmanship xhieh®can materials ,' rr ' substantially thesame or better t j • �� r. produced onthe dt these covenants erttedrdxellingthsizenim�,�;:. ,._, ;' cost stated hrin for the minimumP exclusivelln of one: ' s r `'. The ground floor area of the main structure, 0 . ;_ .I "� open and garages, shall be not less than i story P porches ' sq ft on foundation exclusive of garage, carport, patio, x:... • court areas . alls g-4. Landscape Control. No fences, x , or hedges 4 of any part oP any lot shall exceed the height of four ft without the approval of the owners hron or their assignees. ` Vhen ever the owners �'oPunneceaasrlly andall determine tunreasonablyhat a tree, a : 'jx shrub, or hedge on a lot or -_ _ - , interferes with another lot 'alintersectionht or e and corners, ; ,f�'t for traffic atE ; Withhevisibilityin its descretion, to the owners shall have the power, '? • . _� , : require the removal, alteration, or modification sofo be used 1 ' .z`' ' offending object. Itis agreed that this power , ' only for strong and compelling reasons. '57 :,- (con t )rev ' , Ili ' --- ,\ • .a; .. _ - • -it _ i+.� `.p. t., �y}o.3. •`-.fit; s ., .• •: .. • ,:0 _. .,,.; ,a r ••r', F -- "�.. .. �F— rw <r:' + '' f ;i... '• .•+ J. ,. , ...,., . ., ... .• .2--. .-•:- .; -,--.• '.-•:i.,-,.--4-;'-.-• .'••.5.i.•#';-•':•-•• - -' i;. " r T.0., g • a e �+79v 37-3- • e.. Lot Area and Width. No to of a lot�may be - `.4 subd, nor�any ptthrof sold without pconsent of thesd I • • • : . , owners. Nuisances. No noxious or offensive activity ; f i t., shall be carried on upon any lot, nor shall anything be qi done thron wch maybe or may, become an annoyance or nuisance 4 •t.'; •'t to the neighborhood. l : ; B-7. Temporary Structures. No structure of a tempoary •,, if.: :3 ••. character, taailer, basement, tent, shack garage, barn or ,. r t;'.'.: • other outbuilding shall be' used on any lot at any time as a li • ;' f residence either temporarily or permanently. `� B-8. Livestock and Poultry. No animals, livestock p, , t• • or poultry of any kind shall be reaised, bred or kept on : f14 E. any lot, except that dogs,' cats orother household pets may be ,:t� ,. 4'-':, kept provided that they are not kept, bred, or maintained { for any commercial purposes. i. : = ,. B-9. Garbage and Refuse Disposal. No lot shall be' ',' used or maintaind as •a dumping ground for rubbish. Trash, 1 - ;�:.. Garbage or other waste shall not be kept except in sanitary :`;t containers. All incinerators or other equipment for :i iL, • '.w storage or disposal of sah, material shall be kept in a clean , ;i. • and sanitary condition and eoncealad frm public view. i`• _ - ., _ • .t - - Part C. Architectural Control ' i, (con't)rea • ., t- .1 - ii•_. ,�> 'motif • Ali • l . i . H .i 4790 37-4- i . • C-1. . . Membership. The seers .abv-stated shall maintain the control over all covenants as stated hrin. In the event ; • L of the death of any one of the owners Ax hrof, the remaining id owners shall supervise ad control. ;r • C-2. Procedure. All matters presented tothe abv- - itated owners shall be acted upon before 15 dye have expired ....' . - - - --� : thrafter. In the event thatthe owns fail to approve or •.' disapprove any construction or alteration plans and • j, ' .= specifications or ,other documents pertaining hrto within . p3 - . 30 dye aftersuch plans and specifications or other documents Tir. -°-'= have been submitted to any one of them, ad plans and specifications or other .documents pertaining hrto shall be 11;?#• deemed approved. 1-Part D. General Provisions ,rl i - : D-1. Term. These covenants are to run with theland .� -,x and shall be binding aX on all parties and all persons . .�. • ? i.' Claiming under them 'for a period of 25 yrs, frm the dt these ; L Oovenants are recorded, after weh time ad covenants shall -, - , .•-�. .s. .fie automatically extended for successive periods of 10 yrs, I ,�:' : unless an, m instrument signed by a majority of the then - '�Ji i ' -,! owners of thelots of record, agreeing' to change ad covenants 4 - ,f-, in whole or in part. '.eT•S_y t . 'are ). D-2. Enforcement. Enforcement shall be by proceeding ,; s - t law or in equity v.,; q ty agnat any person or persons violating rt . i: .+.., or attempting to violate any coy either to restrain (con 't ) r --._� — • .-41 • -. _ J' :: 1-i •ram'' ±. . c' s. . ' -. _ ?: _ -• • • _ .. • ,.. '•' T - `�. .ga,y.'; -1. - 1 `� 4790/37-5— violation or to recover damages. ; • ;' F. • D-3. Amendment . The then owner ' or owners .of thelegal • .. '` • title to a majority of the residence lots in. ad recorded plat e , ; may at any time by an instrument in writing duly signed and c . . acknowledged by ad owner or owners, terminate or amend these t . _. , - protective covenants, and such termination or amendment as i ..f ; . to all of any of the 'pty in sd recorded plat shall become ° ''-art effective upon filing for record of such instrument or • '''• r'4 instruments in the office oftheaud of. kow, such instrument or R ,;' instruments shall recite proper references to the records of �.; :: , • '- -- ad office by volume and page of the recording to theplat of •• ,._ Ridge Crest, No. 1, and the recording of all subsequent 1 :. ` instruments amending sd protective covenants. However, j : this provision shall in no' way be construed to allow the ,�• 1# abv named owners to change the covenants' hrof. } .. D-4. Severability. Invalidati...n of any one of these {. ' 1 ',--.•-; covenants by judgment or court order shall not effect any 'I * • - ' �: of the other provisions wch shall remain in full tree, and - • k.. M effect. • 1 . a, xcn ok .... s•. i ti.. . 1 . . Ml to Pallis Realty 4427 Rainier Ave, fld by PSTIco ; . _ /204096 `.Cyr 1 i Y_ r*RES* i a ;4 - .-• -t - . . - .��• ' , . yek . • k•.. ... 7 9 1 i L.- 1 - t •-. r. • .1!f"r t-;• • am• •• 7rt + . ♦ ,' . ; i �,;7c-r .:may � i; p.r7y : r• •- . •., • ;^.. �. .. '- • .- . .-tt - -.' • j '4rS '•j• . +y.' .. . --j ., . . . . , • . . •01))\ • . • . . : . , • • , • \A) t. 5 •• • . . , •. „ ••=.4r••• b r..,liKc-i:ill':-.E.iliSti•tsalru.sesuremstastr+at • . .. • , r • • •. • • • • . r, • • • . • ti:xtr.:. C. f.:i •I •.: • Ci'::i..;:::.1.. :..._• :'" . . . !.....7.: t'Enr45" i:ls: a .diF..*: . ..; .' 7. . • ' , P'i 0).7'::::::: Or THI: CI:Y ,I R:':-.•:, 14.:.' .:N 7) • .: _.,!-B, t: thc Easter:7 ma:;:n n: .. ! .11.1.., .. '1.!...-• - A :: •:;.2!. :::I.:I. OF a• ..11":: 1 .'.:' • e:-. cr es 1::::-,: 4( au.a m., tru. . .in: a: ic .. • .: ..;i.::: ,::, r(i:I:I. L'-' vr7;•• tx PT- FLA:: 1:: TN 1:.' - ..:-...r7::...i:t icut:. 68°':9.45" L. a d:rtc:.:, ! . !--. :1.:..!: feet 2:: . paint o: a curve tu the le::, re•....: CITY CI EEN:::, larz ccu:: Y, --N:T.L. . • 7: feet; tnen:c continng &uilong the arc o. . ::•ur.. - i j 7' a: to thu lei:, a ra.Iius 26 feel, a dict-..r-c cf If . wi:1. feet, more or lees, to an intersection with the vacate portion: of certaih streets as hereinafter more partitlet)v I . Southerly production of the Westerl- line cf Harri.trtnn F:ace Norteast; thence North 31°59152" East alolw said . • descritoc, anf 4 .9.2-tnerly zeco,:tion and said Weser1:: margin .,, d_r.Ianue 1 q . of 3L6 feet, mon or lens, to an intersection wit:. the.tr.E CiTy C°Jr.Lii by RefolutIc- Fa. 1“i'. e:- --:. • . . heterly productian of the Northerll line of Etc:.: 4:, • a.:: 1..et; tnenze Southeasterly along said Norther:y Or. Ic:-:uery 2, 1920, and after due inveLt:.atior dif, fix ar: lire a distant: of SC feet to the Easterly r.,,agin cf barrinc:c.: Place Northeast; thence South 31'59.53- dezerc.ine the 2nd day of March, 1970 at th, hour or 6.20 ).b. it 1 : i.t:t a cistanio of 275.61 feet, tc a point of cure •the City Council Chambers of the City of Renton to be the. :!- i-. / tu the rig:.:, radius IOC feet; thence Southwester4 airn,. the arc of a curve to the right, radii: 100 fee:, thrcugh a oettra: angle of 99°00.22", • distance o: place for public hearing thereon; and the Clerk having give, 1,, i:;.sa let:, thence North 68°i9'4!" West a distanc: of 126 feet more or less to the Easterly margin of thc notice of such hearin_ in the manner provided by law and all ne!ionc Public Use Area in said Block 116; thence Ncrth al.:tg said Easterly =rain a distance of 77.37 feet to the naving beer. heard appearing in favor or opposition thereto, and true point of beginning; WHERLAS the Planning Commission and the Board of Public Wore be and the same is hereby vacated. caving duly considered such proposed action by'the City of Ann :: sm:rn II: This Ordinance shall be in full force and effect tad Said vacation as hereinafter more particularly 6eocribed, and fro= and alter its passage, approval an:. legal publication as ( tame being found to be in the public intermit and for the public provided by law. A certified copy of this Ordinance shall be filed . tenefit and no injury or damage to any person or properties wi-: with the King County Auditor's office and as otherwise provided by lau. moult therefrom, and PAS:EV BY THE.CITY COUNCIL this . "day of March, 1970. _WHEREAS the City Council has further determined that the vacativn . ‘.12:..4,—:e.../ 0 -?(..!,-.. d -"' (mid street will provide, by means of tin exchange with abuttIng; ' -' Balms Nelson, City Cler roPerty owners, for the establishment of a park and playground to: APPROVE: BY TEL MAYOR this - : '.'day of Maroh. 1970. bildren, NOW THEREFORE . I) .--17"--BE IT ORDAINED BY THE MAYOR AND THE CITY COUNCIL or THE CITY T RENTON, AS FOLLOWS: SECTION I: The following described portions of street, to-wit: All that portion of Harrington Place Northeast (formerly 12th Place) and of that SO foot strip deecel for street right-of-way prpotted under ring Ccen•y Date of Publication. Z. Auditor's File Mo. 601629 (Volume 57.31 of Deed::. . . page 617) over and adjoining Tract St:, correcte: n:-: of Renton Highlands No. 2, actording to the Plat recorded in Volume 57 of Plats. pager 92 to 95, se:.- . of King County, Washington, described at. toll:— • Beginning at the Southwest clene• cf Lot li., SI,: 1.. . said corrected Plat of Renton Hiiblards No. I; th,'. •. • - 1 - - 2 . . -I . . -,_ . • ,... -. • ;;,7.7;t:7:-.">1.•.:::" rrrt7 t'n-...-=-•mr"•*--:- . • . . . . . . .......--------- . r.... . .. _____.....".....,_•_,.,.-..r..4A 0..,..............a...... ....a mu...-.............. • .. • ..---.--. --.... • . • . • • • . . . . • t . . .. le . QUITCLAIM DEED 1 e This Indenture, made on the ? day of �f1i/a , 1966 . . 1 • 4 by and between the UNITED STATES OF AMERICA, acting by and through the Secrrtas7 of Housing and Urban Development, under and pursuant to•the • ' Li powers and authority contained in the Lanham Act (54 Stat. 1125, se amended; 42 U.S.C.A. 1521), the Department of Housing and Urban Develop- i ment Act (P.L. 89-174, 79 Stat. 667), Department Interim Order II (31 F.R. 815), and Delegation of Authority (25 F.R. 2654, as amended by 25 F.R. 4521), GRANTOR, and the CITY OF RENTON, County of King, State of Washington, a public body corporate and politic, organised . i11 mad existing under the lava of the State of Washington, GRANTEE. , i WITNESSETH: That said GRANTOR, for and in consideration of the 1 sum of ELEVEN THOUSAND DOLLARS ($11,000.00) cash in hand paid, the s \ . receipt of which is hereby acknowledged, does hereby.remise and / , release and forever quitclaim and convey unto the said GRANTEE all of the GRANTOR'S right, tit'e, and interest in and to the following parcels •_ 4 of land situate in the City of Renton, County of King, State.of \, ' I , Washington, heretofore dedicated or granted by GRANTOR unto GRANTEE, { including without limitation the release of restrictions placed upon ' k the use of such lands by the dedications or grants thereof' A. Fire Station Property Lot 17 of Block 6 as shown on the Plat of Renton Highlands, of record in Volume 46 of Plats, pages 34-41, inclusive, in the Office of the Auditor, King County, Washington. B. All playgrounds, parks, public use and service areas, and all alleys, streets and avenues, wheresoever situated, shown on the following plats recorded in the Office of the Auditor, King County, Washington: ., :. . The plat of Renton Highlands, recorded in Volume 46 of • ; Plate, pages 34-41 inclusive. • Corrected plat of Renton Highlands No. 2 recorded in • _ Volume 57 of Plats, pages, 92-98, inclusive. Plat of Suburban Heights, an addition to the City of Renton (same being a replat of Block 26 and 27, Renton • Highlands No. 2, corrected plat), recorded in Volume 58 of Plats, page 55. , j • 1 __ 3 I { IAPR 4- 1966; j ' • ', _ ia^ ac.Z. '. ..?� r +sue. - •. i •.-.tirg. _ �l T t' *+ ^: ,vy,t�}u .r?s1 �i y �:•-�-rat,• 3 � I 2 •.. . Plat of Vista Heights, an addition to the City of • Renton (same being a replat of Tract 26A and a portion of Block 26,' Renton Highlands No. 2, corrected plat), - Cl ' recorded in Volume 60 of Plats, page 36. • ti 0 EZCEPTING therefrom, however, that certain tract of land with im- provements thereon consisting of 9.7447 acres, more or less, C generally described as the "Highlands Administration Building" LC area and more particularly described in that certain •Deed of Dedication" dated January 11, 1957, from the United States of • • America to the City of Renton, recorded in said Auditor's office • • in Volume 3655 at pages 659-61, irelusive, which said tract :�;, shall remain subject,to dedication for public purposes. TO HAVE AND TO HOLD all and singular the said premises together • • with the appurtenances unto the said GRANTEE. l:N WITNESS WBEREOF, the GRANTOR has caused this instrument to be executed in its n e as of the day and year first above written. UNITED STATES OF AMERICA, acting by and through the SECRETARY OF HOUSING AND URBAN DEVELOPMENT • • . ! B.1771iir(11- 0447 •- r J ec , Community Diapos lion !. . Witnesses: • • • UNITED STATES OF AMERICA) ' ..• ) SS: I ,s .DISTRICT OF COLUHBIA ) On this 2g2Y day of �f/ , 1966, before me the undersigned, a Notary Public in and for {{byeDistrict aforesaid, personally appeared Joseph P. Smith,,Jr., Director of the Community Disposition Staff, Department of Housing and Urban Development, known to me to be the person • whose name is subscribed to the within instrument and to be said officer, and acknowledged Raid instrument to be the free act and deed of the United ' States of America for the purposes therein contained and on oath stated 1 that be was authorised to execute said instrument. • . '.sy';� - __� . 11otar7 rYo110 .• • . My commission expirest FN.,.r . ;. 117 L:r tiis:aa Willi kwur 31,10SI , • i. 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' RECD F 3.00 RELEASE OF EASEMENT CASHSL s•' *3.o 22 • KNOW ALL MEN BY THESE PRESENT THAT THE CITY_OF RENTON, A MUNICIPAL CORPORATION, is the owner of an easement acquired from Renton School District No. 403 C .� dated March 22, 1962, recorded under Auditor's File No. 5410649 records of King County, over the real property described as follows: K. ' ! A 60.0 foot easement, the centerline of which is described as follows: +') vim, Beginning at a point on the easterly line of the Corrected Plat of Renton Highlands No. 2, as recorded in Volume 57 of Plats, on Pages lV-----; in 92 to 98 incl., records of King County, Washington; said point being P . _CD 808.03 feet, northerly of the southeasterly corner of Block 20 of said Plat of Renton Highlands No. 2; thence North 87°49'14" West, to • an intersection with the easterly right-of-way line of "K" Street.. THE CITY OF RENTON does hereby abandon and release all rights acquired under the above described easement to a portion of said easement described as follows: A 15 foot Utility Easement, being 5 ft. north and 10 ft. south of the following described centerline: ,���111 Beginning at a point on the easterly line of the Corrected Plat of Renton l ' Highlands No. 2, as recorded in Volume 57, of Plats, Pages 92 to 98 inclusive, records of King County, Washington; said point being 823.03 ft. northerly of the southeasterly corner of Block 20 of said Plat of Renton Highlands1No. 2; thence North 87°49'14" West to an intersection with the 106. - easterly right-of-way line of Kirkland Ave. N.E. a�� /f IN WITNESS WHEREOF, said City has caused this instrument to be executed by the "� Mayor and City Clerk this .U/.4 day of Q/�, j , 19.. dqi E� 1 H1;Re.T. Mir 4 i138 eH E. OYT.,: efrq tJC "tJ 1.S o CtECOkpJg F ION L)UPY Tr Sof l BARBARA Y. SPOCH, MAYOR a. TTY CLERK zad i.: - . Witness: DELORES MEAD, C "' ' ti STATE OF WASHINGTON ) ) ss. COUNTYOFKING ) ON THIS day of 2 -t.Z , 19 i/ , before me personally 4 , appeared BARBARA Y. SHINPOCH, MOOR, CITY OF RENTON and DELORES MEAD, CITY CLERK, CITY OF RENTON, the individuals that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said individuals, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute said instrument. • IN WITNESS WHEREOF, I have set my hand and affixed my official seal the day and year above written. . D FOR RECORD AT REQUEST 0f ` . . ....``� ,T NOTARY U L ,io an _art a to o OrF!CE OF THE CITY CLERK Washington residing at. • • ![;ITCH MUNICIPAL ILDC. i 100 1111 AVE. O. / ��.� _.-. 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F� 11.1:‘.._. . _:. 1.7�iri. \Y / f/% 'rt 4' -.. �••..r It • 1 f.�• a •.• s \ iai l-- for er T esr/r • '�-;f�.-� �• •5(i a+ i�'�" __Z.r�T- 7 •., ,11 •-a •rr• ! �� r. t �i 33V` It SO' . .• •... t. •% r :r, :_� r, SB _ e2 re •f • • •k • L •? ~yid..• W a:. �'••� i + ►Laf .rr..r 11 i r. a a•rE.. _t••_:`-!I.., `! \ - �� - A•'friIrM - e/ i/ _J.io__ -- -. :J: tL:f; Z rn.• , • a . n < . .: t: \ •? r ,y . - TRACT 5A • 1 -•-27-04----2--2 2 -T•-- T r 0 is 6. ` ' i • E •• ' ' - \ Si( e r' -z :I,.> >r a2 C zHiinu � f` fA �+•�.7n : r ',1,7 j•:l++A▪ •;v\•..�4Y • , _ + ; $a. •,rk4 )7 �j' \j . ••• p_n•7:::Jcy-ri7r:-__� • • . •' - ..- 71.: -T/.�__-.—.;• • .4 , -` o 3 � a re. ..a. 11- ': l ; .4a:, Il •i-0 '. '•„. 4 w 40 1 1 \9 . 4. ' a • A �• A'`;3 �'+ r +:• �• - .�\ '�, r�'•~pii y'� �•a ..i .••-'Tr-�`Q , �����1•,it;r, t• A •7 L / ' .:: a • ' cr•a r. •':• irf•'•�. '..' Ir4 fr •1s. Cr.l Ii T� : ,�! 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GOMAUI77, his wife; BOB AUSTIN and and between VELMA MSTT N. ._his wife: and CPAPLES R. EZCHMfND _and MA 'LYU K. RICHMOND, his wife, d/bfa B - C COMPANY, . hereinafter referred to as"Grantor" and the CITY OF RENTON, a Municipal - Corporation, hereinafter referred to as "Grantee" O% W I T H E S S E T H: sr CD . IN CONSIDERATION OF; THE SUM OF Orr, DOLLAR ($1.00) and In O N other good arid valuable consideration, receipt of which is hereby acknowledged N an easement t— by Grantor, Grantor hereby gi.'c:s and grants /unto Grantee for purposes of ingress and egress, planting strip, sidewalk, or for any or all of the aforestated purposes or mattem relating thereto over, unto, across and on the following described- property, to- :it: • , A strip of land 12 feet in width over the Westerly 12 . feet, measured along the N..••rtherly line of Northeast 12th Street over the foll:�wL!ic, -'--cribed pr:�perty: • • All that portion of Tract A, B]c.c}. 46, Renton Highlands • No. 2, Correctio.'i Plat, a:_-.:ordir;w. to the Plat recorded • in Volume 57 of Plats, pa;"•s 92 to 98 inc]usive, records of King County, 'W;+-t:inc,t•:n, lying Northerly of • Northeast 12th Street as .c _nveyr1 to the City by deed recorded in Volume 4643 of I)eeas , page 649 , records of King County, Washington. . This easement is riven an,. grant-. unto the CITY OF RENTON, Grantee, in conjunction with and relating to the construction and maintenance of a certain branch library on adjoining premises owned by Grantee. In, • the event said branch library is, not constructed or its use shall be terminated permanently, then this easement shall he null and void. Grantee agrees to provide for the proper maintenance and upkeep of said easement for the aforestated purposes. - IN WITNESS WHEREOF this in:.trument has been executed. at Pon con, King County, Washington, this day f November , 19/7. • (:,TY OF_tENTON .�1,,L -, ver s r e t, Mayo1/tPir- Alex (:omen z 11 '"11; m( + •ro• - L _ Del mead, tiny Clerk 1 fnrantee Brant')r -1- j . . �1. � ° C:. A4. i del°071-%111,1.. / . dor . . `e ma 1:V- '711111. . • ar es ' . ' c'mon• ,1• i / ari n K: c mond t STATE OF WASHINGTON r ) ss Grantors COUNTY OF KING ) • On this day personally appeared before me A1PY anmAnitz • ~ • CTN and JEAN R. GOMAUITZ , nis wife, to me known to be the - • O individuals described in and who executed the sam as their free ogt14��� (V volurZry act and deed for the uses and purposes herein mentioned'r« ,J/j,, `•'•.i i N GIVEN under my hand and official seal this cr-- da j 'rat ' r.:,� Yi November , 1972. .. +�° r,i ( �• j • „ otary 'Abl is inland or the State . of Washington, residing at ==,x••.co'r STATE OF WASHINGTON) • ) ss COUNTY OF KING ) ,r3:•''Ti,., On this day personally appeared before me BOB AUSTIN and.�'Y S� . . AUSTIN, his wife, to me known to be the individuals -described ill •q 8 Jahn, r;: • executed the same as their free and voluntary act and deed for 46i3'�9:�2and'-; 1., ot..),'''' . o•. F purposes therein mentioned. �''.;ti�.'•• . . •'r\ .- • .,fyl Q y,i,1 ,�''.• GIVEN under my hand and official seal,..t • 'X , day o NoQ.ahltber•"l972. STATE OF WASHINGTON ) - No€'y Pub is in an r the State ) ss of Washington, residing at ,ll.:Ie r COUNTY OF KING ) On this day personally appeared before me CHARLES R. RICHMOND and MARILYN K. RICHMOND, his wife, tome known to be the individuals de +41i in and who executed the same ,as their free and' voLntary act and ded5. ,9t�.t�h!•• . . 0 i:7 uses and purposes therein mentioned. S .J :� 1 GIVEN under my hand and official seal this„.9 day o: ' y04mbe& , '1�R7,2. Ai�^ . ', su f , ilt 'l/(1 Motary Yub1T in and for the State of Washington, residing at/hi.. ...r:,_ -2-